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HomeMy WebLinkAbout42033-Z �UFfO(,f��Gy Town of Southold 7/3/2019 0 P.O.Box 1179 53095 Main Rd 0- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39662 Date: 5/25/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1840 Leeton Dr, Southold SCTM#: 473889 Sec/Block/Lot: 58.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/26/2017 pursuant to which Building Permit No. 42033 dated 10/10/2017 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: alterations and additions, including entry deck, to an existing seasonal one family dwelling as applied for. Corrected 7/3/2019 for"seasonal'use. The certificate is issued to Sound Side Cottage LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42033 5/24/2018 PLUMBERS CERTIFICATION DATED 5/22/2018 a Piccuch ut ed Signature �o�sy FECp�Z Town of Southold 5/25/2015 0 P.O.Box 1179 o _ 53095 Main Rd 4, o`��r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39662 Date: 5/25/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1840 Leeton Dr, Southold SCTM#: 473889 Sec/Block/Lot: 58.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/26/2017 pursuant to which Building Permit No. 42033 dated 10/10/2017 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: alterations and additions including entry deck to an existing one family dwelling as applied for The certificate is issued to Sound Side Cottage LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42033 5/24/2018 PLUMBERS CERTIFICATION DATED 5/22/2018 d Piccuch A^ AJA tho ' Signature TOWN OF SOUTHOLD o�SOVFFo�,r�o BUILDING DEPARTMENT y 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#: 42033 Date: 10/10/2017 Permission is hereby granted to: Sound Side Cottage LLC 2 Chilton Pt Health, TX 75032 i To: construct additions and alterations (non-substantial improvment) to existing single-family dwelling as applied for per Trustees approval with flood permit. At premises located at: 1840 Leeton Dr, Southold SCTM # 473889 Sec/Block/Lot# 58.-2-11 Pursuant to application dated 9/26/2017 and approved by the Building Inspector. To expire on 4/11/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $318.00 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $468.00 uilding 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 installatibns, 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. 1-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: E e-;ry/J ol2 o]lh�L p House No. gg �` Street Hamlet Owner or Owners of Property: go U Iy –� I o — (i Suffolk County Tax Map No 1000, Section S 0 Block Lot Subdivision v� Filed Map. Lot: Permit No. p( Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: P/ (check one) Fee Submitted: $ Ap lican ignature pF S0�/j�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richerta—town.Southold.ny.us Southold,NY 11971-0959 c®UI�TTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Sound Side Cottage LLC Address: 1840 Leeton Drive city,Southold st: New York zip: 11971 Budding Permit#: 42033 Section: 58 Block: 2 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wilcenski Electric License No: 4723-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 X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 1- Bath Fan. Notes: Inspector Signature: Nr� Date: May 24, 2018 0-Cert Electrical Compliance Form.xls F f Town Hall Annex [ Telephone(631)765-1802 E 54375 Main Road Fax(631)765-9502 �< P.O.Box 1179 �Q E Southold,NY 11971-0959 BUILDING DEPARTMENT ' MAY 2 2 2019 TOWN OF SOUTHOLD i TOWN OF SOIMOLD CERTIFICATION � Date i Building Permit No. q20?3 Owner: Ji ucl� (Please print) u , Plumber: Ar-apiavav_ (Please print) l' r E I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Signature) I Sworn to before me this QLAG� day of MeAj= 20 c Nota u Notary P bho,- ..� uaty 1 CONNIE D.BUNCH i Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2� ' ho�aOF SO�lyolo cOUPli`I,a TOWN OF SOUTHOLD BUILDING DEPT. 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) REMARKS: c DATE INSPECTOR Ile a Of SO(/ry0 h0 !Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC CN [ ] FOUNDATION 1ST [ R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) REMARKS: OU � �r Ek RoJ oV o�Vvl4DYL --o�5 w n.� DATE INSPECTOR pE SOUIyO� * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm a�' 765.1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Q( '4t"/4kl UAAi oto DATES $ INSPECTOR SOUIho� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. 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: DATE �' 1 NSPECTOR� L HITECT JKARKISCHWARTZ &ASSOCIATES 28495 Main Road"PO Box 933"Cutchogue,NY 11935 631.734.4185 1 wwwmksarchitect.com September 26,2017 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Diack Chilton 1840 Leeton Drive Southold,New York SCTM#1000-58-02-11 To whom it may concern, The proposed permit application is for a one-story,252 square foot addition with an open floor plan,a cathedral ceiling(no storage)and a 1/2 Bath on a piling foundation with a small front deck. The existing house has two bedrooms,a full bathroom,a small Living/Dining area and a Kitchen all to remain. This addition is less than 50% increase in area,is a simple and necessary addition to create a larger Living/Dining area for the family and therefore is a non-substantial project. Please call this office with any questions you may have. Sincerely, Mark Schwartz IA hesterfield Contractors & Engineers ssociates Since 1968 P.O. Box 1229 • Westhampton Beach,NY 11978 Inc. phone:631-288-5100 • fax: 631-288-5161 E-mail:info@ca-inc.net www.ca-inc.net r December 6, 2017 � [ECIEU'vF D DEC o 7 2017 To Whom It May Concern: Re: 1840 Leeton Drive TOWN OF SOIL®LD Southold, NY This is to certify the following: ➢ Deck piles were driven to a minimum tip elevation of -15 MSL and a minimum load bearing of 10 tons per pile. ➢ House piles were driven to a minimum tip elevation of -15 MSL and a minimum load bearing of 15 tons per pile. Very truly yours, jener y E. Grube al Manager �✓`� Sworn to before me this tr �� IN SCA/ 6th ay of Dece ber 2017. ry Public _ F _ _ 1 JANET A.DIOMEDE Notary Public,State of New York s No.01D16077055 Qualified in Suffolk County t"jjirr0,.1!ion Expires July 1,2D� New England Division: 123 West Shore Road•Westport Island, Maine 04578•phone: 207-882-5400•fax: 207-882-9308 J FIELD INSPECTION REPORT DATE COMMENTS psi ® 5 FOUNDATION (1ST) j �t --------------------------------- FOUNDATION -------------------------------FOUNDATION (2ND) z o 0 r ROUGH FRAMING& y p I J PLUMBING IIG c INSULATION PER N.Y: . STATE ENERGY CODE FINAL ADDITIONAL COMMENTS b r, O 6 k bhp it ` .� PW% z rn '/ p ✓ � z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BU DING,DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Budding Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 pp�� Survey SoutholdTown.NorthFork.net PERMIT NO. V Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application I/ Flood Permit Examv ined / 4) . 1? Single&Separate Storm-Water Assessment Form Contact: Approved 0 1v 20Mail to: HAl2 K--,5CH ,4 to Disapproved a/c L, Phone:-Z34-'-Tl O R 10tion 20 mkD Buildin ctor _ SEP 2 6 2017 APPLICATION FOR BUILDING PERMIT Date � 2& 1 20 BUMDING DEFT. INSTRUCTIONS To DMUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sew On ams,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,andwaterways. 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 IS 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) (Marling address of applicant) State whether applicant is owner,lessee,age t,archit gineer,general contractor,electrician,plumber or builder Name of owner of premises 50tl Nj::? �� t7 �', L L C— (As on the tax rol or latest eed) 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. Locatio f land on which proposed work will be done: f a+0 Leg&!7 'hnj O21v� 6Uu 7-HV i-.Q House Number Stribet Hamlet County Tax Map No.1000 Section Block 0 Z Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and/intended use and occupancy of roposed construction: a. Existing use and occupancy ( Co(,, � s�_ 19 1 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,s ecify nature and extent of each type of use. 7. Dimensions of extst*nstructures,if rant Rear Depth Height Number of Stories Dimensions of same structure vrith alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of tones 9. Size of lot:Front R , ne�th 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situatedrA 40 - 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_X 13.Will lot be re-graded?YES NO VWill excess fill be removed from premises?YES NO lull S� nI G� ' 14.Names of Owner of premises G t, N Address Phone No. O 0 Name of Architect C G✓ i 'z—Address Phone No7T I 7-?K Name of Contractor Address 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 BE REQUIREN7 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,X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ii � [�"tZ- K—being duly swum,deposes and says that(s)he is the tip lieant (Name of individual signing contract)above named, C;O;1�'1�.BUNCH (S)He is the Notary Public,State of New York No.01 BU618WBO (Contractor,Agen Colporate Offi' r,etc.) Qual{f{®d In8"k Conry Commisslon Expires April 14,2= 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 o before me s ( —day o P— 1 A 20� b�_-e OVA(�� Notary Public (ignalurylfA.pplicant UTHOLD TOWN TRUSTEES BOARD OF SO SOUTHOLD,NEW YORK PERMIT NQ0 ,,LDA 68 AUGUST 16,2017— ISSUED TO: SOUND SIDE COTTAGE-,LLC, I QVI 50 PROPERTY ADDRESS: 1840 LEETON DRIVE,SOUTHOLD SCTM# 1000-58-2-11 AUTHORIZATION A I I I Id and in Pursuant to t4R,,p Cha ter 275 of the Town,.,qqdp.of the Town of Southold N edgt,i(he meeting gust !6,2017,and accordance with the Resolution of the Board of Trustees adoVt , mee and subject to the in consideration of application fee in the sum of$250.00 paid by Sound Side Coita�i, Ltd, 6 to Terms and Conditions as stated in the Resolution rp T? d .�f, ,jh Town Board of Trustees authorizes and permits T the following: f0i sting csilone, easterly side of existing Wetland Permit to remove exi �ide deik :k28.2'x3,4.6' pp -story dwelling; construct a 252sq.ft one-ptory addition to existing,dwelling on ion; o"n;`1 ci- i2A` of eirfi6ved'd&k; ebkistrxfl� b6* Osq.ft entry pdr&/de6k f6iadditi pilings in location 'rep part of existing 450sqft wood walk leading to existing side deck(not e laced); remove shower and remove and replace existing-+66sq.ft.7ood walk from existing 16.17'x7.5' outdoor.sl o k, I.-�,wink;- �,f�., --- V, I - ,k P 1,---I `t e`4�o-a walK,-exis,tifig'1409q.tt.landifigan staircase taircase ai;o f ;:- '� iseaward of bulkhead to remain;existing+266sq.ft:*66d,deck at bulkhk4d6�6� reduced'in size to:k198sq.ft.; existing f82sq.ft."b"shaped,yK41"qy that-pttaches to wood deck at bulkhead to i ,<, �'-Walkway(nqtto6,e,r�e,pla�eii); 9 remain; remoye existingVa . a3. of ,gh#ped - 0 `planter` *ard,side of 'existing'existing ex��ipg,4q,5 g.ft.woo(tiletk�-n*th4a9gq.ft.plAnI dwilgAj f ft: kted on 6reilffiain; aikdl6k the reliffi�hted eiiAifig'100s�- re�!a- it pi - "";­ 1. .. 111.1 "At 17r. d `iamiiip"ed the site pl�r�prepared by Mark SchWaru&Associates,oared July 7;20, an s approved on August 16,2017. IN WITNESS WHEREOF,the'said`Board of Trustees hereby causes its corporate Seal to-be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 1 14 Sr C� Lill I Michael J.Domino,President �� SOUTif Town Hall Annex John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Krupski G � � Telephone(631) 765-1892 Fax(631) 765-6641 COU M AY 2 1 201$ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1468C Date: May 10, 2018 THIS CERTIFIES that the removal of existing 143sq,ft. side deck along north easterly side of existing ±28.2'x24.6' one-story dwelling,• construct a 252sq ft one-story addition to existing dwelling on pilings in location of removed deck,• construct new 50sq ft entryporch/deck for addition;remove part of existing±50sq ft wood walk leading to existing side deck(not to be replaced),•remove and replace existing±66sq ft wood walk from existing ±6.17'x7.5' outdoor shower and existing±8.25'x6.17' laundry shed to above wood walk,• existing±40sq.ft. landing and staircase seaward of bulkhead to remain,• existing 266sq.ft.wood deck at bulkhead to be reduced in size to ±198sq ft• existing±82sq ft "L"shaped walkway that attaches to wood deck at bulkhead to remain;remove existing walkway north west of"L"shaped walkway(not to be replaced);existing±_257sq ft wood deck with ±39sq ft planter attached to seaward side of existing dwelling to remain;and for the relocated existingl00sa.ft. shed to remain; At 1840 Leeton Drive,Southold Suffolk County Tax Map#1000-58-2-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 11,2017 pursuant to which Trustees Wetland Permit#9068 Dated August 16,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existingl43sq.ft.side deck along north easterly side of existing(28.2'x24.6' one-story dwelling;construct a 252sq.ft.one-story addition to existing dwelling on pilings in location of removed deck,• construct new 50sq.ft. entryporch/deck for addition:remove part of existing±50sq ft wood walk leading to existing-side deck-(not to be replaced);remove and replace-existing ±66sq ft wood walk from existing±6.17'x7.5' outdoor shower and existing±8.25'x6.17' laundry shed to above wood walk;existing±40sq ft landing and staircase seaward of bulkhead to remain,•existing±266sq.ft.wood deck at bulkhead to be reduced in size to±198sq ft• existing±82sq ft "L"shaped walkway that attaches to wood deck at bulkhead to remain;remove existing walkway north west of"L"shaped walkway_(not to be replaced);existing ±257sq ft wood deck with±39sq ft planter attached to seaward side of existing dwelling to remain,and for the relocated existing 100sq.ft.shed to remain. The certificate is issued to Sound Side Cottage,LLC owner of the aforesaid property. a Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY at Stony Brook, 50 Circle Road, Stony Brook, New York 11790-3409 Phone: (631)444-0365 • FAX: (631)444-0360 oboe Website:www_dec.state.ny.us .de:-ar4er G.Grannis Commisioner LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT Mildred Diack August 7, 2007 1840 Leeton Drive Southold, NY 11971 Re: Application#1-4738-03736100001 Diack Property, 1840 Leeton Drive, Southold S.C.T.M.#1000-58-2-11 Dear Ms. Diack: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that: The property landward of the pre-existing (prior to 8/20/77)bulkhead, which is more than 100 feet in length, as shown on the aerial photograph (exposure 70-1968 dated 6 APR 76)obtained from AeroGraphics Corp., is beyond Article 25(Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations(6NYCRR Part 661)no permit is required. Be-advised, however, that 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 other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area)or erecting a temporary fence, barrier, or hale bay berm. 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, ark Carrara Deputy Permit Administrator cc: Suffolk Environmental Consulting, Inc. NYSDEC, Marine Habitat Protection file (kaf) 'f-_ _4 Scott A. Russell ,��DSU1FQ'r00 STO>]KMWAT]EIK SUPERVISOR AMIA NA\G]EI�MIENT SOUTHOLD TOWN HALL-P.O.Box 1179 16 Southold 1 , 53095 Main road-SOUTHOLD,NEW YORK 1.1971 Town of Southol{�! CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET SEP 2-7--2017-------- -- --( TOBE-COMPLETED--BY THE-APPLICANT-)—�---- ��---_-- - - --- - DOES THIS PROJECT INVOLVE AN1Y OF THE FOLLOWING: 4� Yes No (CHECK ALL THAT APPLY) � ❑ A. Clearing, grubbing, grading or stripping of land which affects more I than 5,000 square feet of ground surface. ' I ❑ 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. I ❑ 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. 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 PiofessionaL Agent,Contractor,Other) S.C.T.M. $: 1.000 Date- Dutrtct 3\ANiE• P'IA rt w T �� 0 Z 26 1 1 M, Section Block Lot Contact Informailon, FOR BUILDING DEPARTMENT USE ONLY"*** � c ?,kph-\mNn dA,Reviewed By: " J, � , A �' I Date: �'a ��� Property Address/ Location of Construction Work: �j i — — — — — — — — — — — — — — — --- E — �p (i 1 �, / ,-, Approved for processing Building Permit. o T �/ " u �i v j2lU }' ® Stormwater Management Control Plan Not Required. i II� - - - - - - - - - - - - - - - - , U ® Storimrater Management Control Plan is Requu•ed. Engineering(Forward to Enging Department for Review) f1. ---•-------- - --_ ________ : -_ FORM # SMCP-TOS MAY 2014 — APPLJCAN-r —�`' S.C.T.M. 1000 CHAPTER 236 (Property Owner, sign Profession gent,Contractor.Other) 10 O �� Stormwater Management Control Plan CHECK LIST_ NAME Section Block uo w a S M C P -Plan Requirements: Pio%ide ONE copy of the Buildin;Permit Application. Date ao * The applicant must provide a Complete Explanation and/or Reason for not providing 1 7 D 1 all Information that has been Required by the follo\�ing Checklist) rymature Telryhone NumLer I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Heiel show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ; b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-171C(2). DRAINAGE 0 IRE REQUIRED d. 'rest Hole Data Indicating Soil Chatacteristics&Depth to Ground Water. nt - 560 before �5d e. Limits of Clearing & Area of Proposed Land Disturbance. 0O ° TOS Engineeripc I tion f. Existing& Proposed Contours Of the Site (Minimum 2 Intervals) Backfill, UK piuvide g. Location of all existing& proposed structures, toads, 0 that the rainage driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and dischargering. LS j. Location of proposed Soil Stockpile Area(s). =1= 11miteo to: k. Location of proposed Construction Entrance/Staging Area(s). Sha include I. Location of proposed concrete washout area(s). A well maintained M. Location of all proposed erosion&sediment Contiol measures. EEWire Backed Silt Fencing, ktive 366. 2. Stoirmkater Management Control Plan must include Calculations showing c;eeding of exposed andlor 11", that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all Impervious surfaces generated by a two(21 inch 0 rainfall/storm event. ' I 3. Details&Sectional Diawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (eg.catch basins,trench drains,etc.) d. Leaching Structures (e g infiltration basins,swales,etc.) I ( t}�I:-DING=D }l **** FOR ENGINES IN ' DEP tE USE ONLY* "* --^—�� Additional Information is Required.^ TOS®�'�� ® ID I Reviewed & El Stormwater Management Control Plan is Not Complete. I i l l� Approved By: — — — — — — — — — — — — — — - - - - — — — — — Stormwater Management Control Plan is Complete. ;! Date: I SMCP has been approved by tine Engineering Department-11i I 1 Il, FORM # SWC leek List -TOS MAY 2014 I • I - - of SO�jTyo Town Hall Annex � J� Telephone(631)765-1802 54375MainRoad66�.gg o[f.pp P.O.Box 1179 G Q ogee richert _own)o1& nV.us Southold,NY 11971-0959 BUIMING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION R EQUESTED BY: , C� I Date: ompany Name: License No.: Address: S> �. '� f f o��l, r 1 J l 1�'-71 Phone No.: 3/- 2_3 te- 4� 24 JOBSlTE INFORMATION: (*Indicates required information) *Name: o u n *Addr-ess- l hyo �,�� '7�� vti- S� �? �y /i�?/ *Cross Street 3 *Phone No.: X 7/— Z 6 • 6 Z �P ll Permit No.: 2 d Tax-Map District: - 3000 _4' Section: Block: Lot: _ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: ES NO Rough in �Tina *Do-you need a Temp Certificate: YES NO Temp lnforFnation Of needed) *Service Size: 4 Phase 3Phase 100 450 200 300 350 400 Other *New Servi Lie TK='�T" / �d and Number of Meters Change of Service Overhead Additional I ation: PAYMENT DUE WITH APPUCATI N , - MAY ® 8 2018 //++ P& U� 8241ewest for lXRM 0U H0LD Q� FfOL, �P Telephone(631-1802 Fax(631)734-9502 Town Hall Annex 3 —Ls 1 54375 Main Road P_©.Box 1179 c/ 'i Southold, NY 91971-0959 EP1tiRTMENT- ------ NOTICE OF UTILIZATION.OF_TRUS. S F"xE CbASTRU `tLON pRE-ENGINEERED woo COWSTRUGTIOhF }��t :�FZ-Tt►il1BER CpN�TRUCT10l�1 ®ate: 71-6 - :f Owner._ .�,:f �-U Location of Property: fff Please take notice that the (check aiy" , ne)Li ' :' New residential Ar-uctore Addition to existing-reidal srictre =; • - er�tial s#rtse�tire Rehabilitation to ars-exis9I"9-rQS .. �y ,• ;,;; above will ctti[ize $= to be constructed or performed at tlie. t +>fr• (check applicable line): ::. Truss type constniirri. � �'`:�': .- Pre-engineered vquadi� _ .z Timber construction in the folloWrig location(s) (check appli bte fine): Floor framing, inclUditAg � �a�i d, n n.' I Roofi€c*ing(.R)° - : - Floor and roof itrg (FIEFZ Signature: -- ' Aft SAC Name (person submitting this ford;: Capacity (check applicable line): - Owner Owner representative TrussResRe4 i 5.docx EffecUtwa- A ♦ • I r • r r f` tia is I n«n I I III. 5.1095 I'lal , M111 T. TERRY I P o. nwx 1 17q TOWN CLERK Snuillolrl NC%% Durk 1 y� (Cbl; O� Fax (5 101 765•IR�1 ItEGISMAR OF VITAL ST'AT151CS ti MARRIAGE OFF ICER - TcicRir<rnc ( �16) 765. 1 RECORDS "AGEMENTOIT /ICEII r0I �� .l FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit /pplication" ( FDP(93) ] , and ';Certificate of Compliance f(Jr Development in Special Flood Hazard Area (C/C(93)] . TO"';l OF SOJM#OLD /Ju ith T . Terr Y Southold Town Clerk August 25 , 1993 I • APPLICATION f PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and si�i)' 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compfiance is issued. 5. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE . (APPLICANT'S SIGNATURE) DATE /SECTION 2: PROPOSED DEVELOP.t//1ENT (T��c completed by APPLICANM /s k J_j NAME ADDRESS ��-"�'� ./`�� TELEPH E APPLICANT v � f/ BUILDER r - ENGINEER PROJECT LOCATION: • To avoid delay to processing the application, please provide, eaouph information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the discancc to the nearest intersecting road or well-known landmark. A skctcb attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all appbcable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure 01 sidential (1-4 Family) QI-Kddition ❑ Residential (More than 4 Family) Rl leration ❑ Non-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Corn eraal) ❑ Demd[ition— Cl Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. ❑ Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Muting ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roa�f4 Street or Bridge Construction ) ❑ SuFAvision (New or Expansion) / O [dual Water or Sewer System G Other (Please Specify) Af(cr co plcting SECTION 2, APPLICANT should submit form to Local Administrator for review. SEMON 3• FLOODPLAIN DETERMINATION fTo be completed by LOCAL AWINISTRATOR) The proposed development is located on FTM Panel No. . Dated The Proposed Development: ❑ Is hnI located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arca FIRM zone designation is 100-Year flood elevation at the site is:" Ft. NGVD (MSL) ❑ Uaavailablc O The proposed dcvclopmenl is located to a (loodway FBFM Pancl No. Datcd ❑ Scc Srclion 4 (or additional iottruclions SIGNED DATE APPLICATION 4 PAGE ] OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMTNIST"RATOR) The applicant must submit the documents checked below before the appbcadon can be processed- C1 A silt plan showing the location of aJl cmliog structures, water bodies, adjacenl roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specificatioru,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproolwg of utilities located below ta the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ O Top of new fill elevation Ft. NGVD (MSL). Ft: MSL). For ❑ Floodproofing protection level (nNGVD on-residential only) (MSL). floodproofcd stmctures,�ipplicant must attach certification from registered engineer or _ architect. / ' O Certification from a'registercd engineer that the proposed activil:y in a regulatory [loodway will not result in any increase in the Neigh( of lbe 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other. SECTIONS PERMIT DETERMINATION fTo be completed by LQk�A ADMINISTRATORI I have determined that the proposed activity. A- O Is B. O Is not in conformance with provisions of Local Law 9_. The permit is issued subject to the conditions 1 attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated - (cc If BOX B 15 checked, the Local Administrator wiJl provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals ' APPLICATION s PAGE a OF 4 APPEALS Appealed to Board of Appeals? ❑ Ycs O No Hearing date: Appeals Buaid E)eLiSi0U --- a r, Yes n Ho Coalitions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of CpmpliancC is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a- certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement& Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)- NOT Any work performed prior to submittal/of the above information is at the risk,�f the Applicant_ SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete chis section as applicable based oo inspcctioo of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES Cl NO ,SECTION 8 CERTIFICATE OF QQMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B / /� SAMPf E / CERTIFjICATE PF COMPLIANCE Flood Hazard Area For Development in a Special P TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZAIW AREA (()- rN:FR MTI_CT RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING ❑ VACANT LAND '-s J THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TIIE REQMREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC ( 93) i SURVEY OF PROPERTY 4) AT SOUTHOLD y� TOWN _OF----SOUTHOLD � ��G� �/ ti��� SUFFOLK COUNTY ; N. Y. p� p 6 1000-58-02-11 y o1S �ti SCALE: 1 -20 ti e / i ti AUGUST 19, 1998 "e-qp ��i / / JULY 28, 2015 "`°� � , SR, AUGUST 25, 2005 (TOPO)(PROP. HOUSE) ° sz. 0o ti SEPT. 2, 2015 tko AUGUST 5, 2016 (REVISIONS) 'S o Olp ��� F �s AUGUST 17, 2016 (C.E.H.L.) �Dc1/ o �, F 0� �F��,p JULY 06, 2017 P Ao 70 ,moo / _ 1%`� Gly• � ti ,� 00 TEST HOLE DATA A6'- / 'gill ��' McDONALD GEOSCIENCE 04/17/07 OLIO' EL..6' BROWN SILTY SAND SM F PALE BROWN FINE TO COARSE SAND SW 6 3.5' WATER IN PALE BROWN FINE TO COARSE SAND SW 1� \\�A �" \ ^ C►� �C, Y �� �O C.E.H.L. FROM O COASTAL EROSION HAZARD AREA MAP PHOTO NO. 56-566-83 FEMA FLOOD ZONES FROM G� Az FEMA MAP #36103CO154H CONTOUR LINES ARE REFERENCED TO NAVD J V '� ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION �b c� QJ� I N. . . LIC. NO. 49618 OF SI CTION 72090F THE NEW YORK STATE EDUCATION LAW. ` PECONIC SURVEYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICATIONS p (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �� 00 P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR J�QO WHOSESIGNATURE APPEARS HEREON. 1230H7R OVEN.R 11971 SMEET 98--254 v° Y TIE LINE ALONG MHWM FLOOD ZONE LINE G.E.H.L. REMOVE EXISTING / DECK A5 SHOWN ' / 0 REMOVE EXISTING \ DECK AREA � O . TOP OF WOOD \ / \ \ BULKHEAD ,' � PROP05ED 10'X 24.6' �On EL,10.7 ONE STORY ADDITION PROP05ED 15�0 FOR ROOF CANTILEVERED RUNOFF / BAY WINPROP05E 4.'0 X 6' I yy ---R OF RUNOF �._r, DRYWEL p I (5EE DEl Yl H LLI ZIO I EXISTING 51DE DECK �L�\ TO BE REMOVED NOT REPLACED ` L,AUNDRY \` ` 5HED \ v� ,6 pL0 T p........... 1�N \ ® ® � SDR 35 PVC INLET PIPE �l ® ® � FROM ROOF LEADERS p�0pa PLACE FILTER FABRIC aoo�o°°a ® ® ® AROUND STONE U 0 oo'0O ppq pO% SDR 35 PVC INLET PIPE ��pdo o° FROM ROOF LEADERS o od 4'DIAMETER x 6' DEE P 11 aaoo pp ® PRECAST CONCRETE LEACHING RING. PH� aQA ---F 1 000°�pp 0 10.11° CLEAN SAND ° o a"P°° GRAVEL FILL. 000°off 0 0 0 o°�o N GROUND P WATER N C) WATER ENCOUNTERED AT 13'-0" 2-0" Min. 4'-0"Diameter 2'-0" Min. CId •� TYPICAL SECTION AT LEACHING POOL (Grass Swale Detail) �- 2 Scale: NTS ® C a U c EROSION &SEDIMENT CONTROLS OC Shall include but not be limited to: P— A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization& Seeding of exposed and/or inactive soils. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. U c W m xLL MAX. C. to C, Ci Z W � 19W -jCc GRADE f I Lo O c �6" MIN. N 4" VERTICAL FACE �v0 PERSPECTIVE VIEW APPROVAL OF STOR WATER MANAGEMENT 36" MINIMUM 2x 2 C�rR LL LA -T vu Code er 236 ®� �L FENCE POST Date: Approv bb: WOVEN WIRE FENCE— �L 2 n (6x6 - 10 / 10 WWF) Z_ FILTER CLOTH 2� cV �n SLopE EMBED FILTER CLOT G' dE BOUND HAY BALES MIN. 6 INTO GROUND Z PLACED ON CONTOUR 4 ,RS: STEEL PICKETS OR NOTE: TAKES 1.5' to 2' IN GROUND, MAXIMUM DRAINAGE AREA TAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET , C'y!y ' LES. fir` DRAWN: JM SCALE:AS SECTION DETAIL -� �K;� � JOB#: ORING DETAIL SILT FENCE DETAILSSHEET NL 4 Scale: NTS ALE DIKE DETAILSd.���> z3 REVISIONS: 4-18-16 Site Details 8-26-16 BID set 7-6-17 Rev plot VIan 7-7-17 Rev plot VIan LOT COVERAGE LOT AREA 12.664.90 DRYWELL CALCULATIONS ' BUILDINGS DRAINAGE FROM ROOF ' EXISTING 693,72 14'-0" X 10'-0" X 2 = 280 Sq Ft RO F 280 (.17) X 1.0 = 47.60 CF MHWM PROPOSED 251.95 47.60 / 8.73 = 5.45 (LAUNDRY SHED 50.63 SHED 100.00 USE (1) 4'-0" 0 X 6'-0" DEEP DRYWEL L TOTAL BUILDINGS 1096.30 6.00 FT PROVIDED O.K. PTIE UNE � ALONG DECKS � MHWM EXISTING 854.26 PROPOSED 62.31 BULKHEAD 128.90 TOTAL DECKS 1045.47 or FLOOD ZONE LINE MTAL COVERAGEPROVIE2141.77 DUTY DNLLIGHT T FOR + MAINTENANCE �� y�ry "?� C.E.H.L. " 0 2141.77► / 12664.90 = .169 8 THICK PRECAST / 16.9X < 2096 ALLOWED OK CONCRETE TRAFFIC ,'� \ . ` REMOVE EXISTING DECK AS SHOWN GRADE BEARING SLAB O 01 REMOVE EXISTIN1-4 G G ' . MooQ DECK AREA • ^�` �'� / %' SDR 35 PVC INLET PIPE FROM ROOF LEADERS C%4 AS ` 0.0 EL 6.0' BROWN SILTY oo Q / �� •`��' \. SAND SM a a oa o PLACE FILTER FABRIC W +O °aoo oda cfs AROUND STONE , ' TOP OF WOOD / 9 0.2 0 0 0 0 o p o q BULKHEAD � - \ PALE BROWN SDR 35 PVC INLET EL. 10.7 ` - FINE TO PIPE FROM ROOF a°°° o o� Q �- ` C°SE �o a °°°0 4 DIAMETER x 6 DEEP a SAND SW LEADERS a apo o PRECAST CONCRETE O O �? A• ♦ 0 , =o°�°oe°° EXISTING SIDE DECK aoo LEACHING RING. �A• '� ,�Q`'e \ • PROPOSED 10' X 24.6 TO BE REMOVED & 3.5. a o000°�D ° H a � ONE STORY ADDITION NOT REPLACED ^ L106 0 Hi a0oo H °oao a odo 00° .`'y CLEAN SAND & <\vy� GRAVEL FILL. .°a 'oo GROUND \ OHO WATER IN PALE \ WATER U PROPOSED \ BROWN FINE TO WATER ENCOUNTERED AT 13'-0" �-+ 1 ENTRY DECK 13.0' COARSE SAND SW \ n TEST HOLE DATA 2'-0" Min. 4 —0 Diameter 2 —0 Min. WOOD WALK TO McDONALD .._., BE REMOVED & \ GEOSCIENCE �-+ ✓ �� PROPOSED /' NOT REPLACED 04 / 17 / 07 VS_ YPICAL SECTION AT LEACHING POOL Grass Swale Detail) pC Q \ 5 CANTILEVERED \ cale: NTS ` P 5 i EXIST WOOD WALK BAY wNDOW +` TO BE REMOVED 1rO TEST HOLE o _� \ ` p� �' �► \\ AND REPLACED ` '01% \ �' Scale: NTS O UNDRY ,� 1b,Q�`.�'1\. �� u O ?A \ rlh• SHED �y �\ EXISTING �' 6��� �� -�. ppm � 00 AREA OF IdsSHED yJ APPROVED BY v SEPTIC ^ �Ir \/s BOARD OF T RUSTEES _ A s �`•' e. , TOWN OF SOUTHOLD Q \ -- •S DATEN Svc-osr ��� 2©t c c0� CF) m tr) x 0 :c p 01.,_ Y MAX. C. to C. _ o ;= ' FLOW t� '�1 °o Z ► '`- o. �. GRADE = li g ►� 1 rnU PLOT P 9�o OLo 0 F5 ,� : .:..: �-6„ MIN. ASLOPE 4" VERTICAL OUJ3.- Scale: 1 = 20P-011 FACE O� �\• �o� , ,, PERSPECTIVE VIEW BEDDING DETAIL Q U 36" MINIMUM 2 <� ANGLE FIRST STAKE TOWARD ^ �-^ , V) y� PREVIOUSLY LAID BALE. FENCE POST_ -- �-, FLOW WOVEN WIRE FENCE ` � —' �- (6x6 10 / 10 WWF z_ Vii` ` '� ' �L 2 Q c� FILTER CLOTH GCN �� 2✓ n EMBED FILTER CLO Rq pE Q BOUND HAY BALESMIN. 6" INTO GROUN z PLACED ON CONTOUR � Z 2 RE-BARS: STEEL PICKETS OR NOTE: 2 x 2 STAKES 1 .5 to 2> IN GROUND. MAXIMUM DRAINAGE AREA �C,•r DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET HAY BALES. `� k DRAWN: JM MS fz U`2' SCALE: AS NOTED SECTION DETAIL ``= f z JOB#: ANCHORING DETAIL �Scale- FENCE DETAILS � '�' Q SHEET NUMBER: ;.�STRAW BALE DIKE DETAILS TS �l s. I 4 Scale: NTS �'-Y` REVISIONS: 4-18-16 Site Details 8-26-16 BID set TIE LINE Dc ' MHWM F91/ 8-30-16 Permit set ALONG 10-4-17 Note t s MHWM Q ��0 �S 90-4-17 Perms-set 11-14-17 INo Heat J \ A, p ,�»\\ FLOOD ZONE LINE REMOVE EXISTING DECK ` AS SHOWN REMOVE EXISTING O G� DECK AREA ' PROPOSED 10'X 24.6' ONE STORY ADDITION PROPOSED CANTILEVERED y O, BAY WINDOW \ p TOP OF OOD EXISTING SIDE DECK TO BE REMOVED $NOT REPLACED \ O c A, -y V0.7 �,, �O �\ PROPOSED ENTRY DECK WOOD WALK TO BE IS ,,O \ REMOVED$ NOT REPLACE EXIST WOOD WALK \ �i>Oc ry Ys, ,�� TO BE REMOVED AND REPLACED UNDSH DRYS \ %10 \� Q Clio - - - - -- - - -- -- •�, PLOT PLAN o � �<, 69 ___1LLL L11 IL i _Jid LLLL LL __L_LL__iLLL LLLL1 Li _U L.H _ iLn IL111 _LL�_ L a_LL LLLLL U SII N ^ -- - - _ - - -- - - - - -�- - - - - -- 1 - � 1 - - _ A, o O '14 00 U Ct i i i t H Diack - Chilton Residence PERMIT SET 11 -144 CODE ANALYSIS ZONING ANALYSIS ENERGY NOTES NOTE: OCCUPANCY: Residential Single Family Detached ZONING: Residential "R-40" 1. Calculations are valid up to 5999 degree days. This project complies with the 2015 International Residential Code(IRC),the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS 2016 NYS Supplement to the Uniform Code,the 2015 International Energy Conservation Code IECC ,the 2016 NYS Supplement to the Ener 1. All work shall conform to the requirements of the New York State Building Code; REFERENCE STANDARDS: Dimensional Regulations: 2. Certifed conformance for Zone 11B. ( ) pp Energy Code,the all wo-k shall also conform to the requirements of any other Codes and authorities FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles T1 GENERAL NOTES, CODE REFERENCES N v International Residential Building Code 2015 Percent of Lot Occupancy: .20 max 2015 Wood Frame Construction Manual CM 2015), NFPA standard 70, S71 SITE PLAN, SITE DATA$ DETAILS g ( ) p (max) ) having jurisdiction.The Contractor shall obtain and arrange for all required permits, R401.4, R401.4.1, R402.2, R404.1 AND R408.1 THRU 408.3 rn �; Wood Frame Construction Manual AF$ PA 2015 Height. 35'-0" B. Wood framed floors,walls and ceilings shall have an approved "the National Electric Code", and the Zoning Code of the Town of Southold Al EXISTING PLAN$ ELEVATIONS x LO �+ ( ) 9 inspection, certificates and tests. o �, Climate Zone:11B Min, Lot: 40,000 Sq Ft vapor barrier(permeanASPHALT ROOF SHINGLE NOTES rice rating of 1.0 perm) installed on the ANCHOR BOLT SIZE AND SPAGING: %"o v 36"O.C. A2 PROPOSED PILE FOUNDATION FLOOR PLAN w rn v o o � � Degree Days:5750 Width: 150'-0" "warm in winter'side of thermal insulation. 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; A3 PROPOSED ELEVATIONS o s Front: 50'-0" 1. Asphalt roof shingles shall have self-sealing strips or shall be PROTECTION AGAINST DECAY: Refer to Section R319 A4 PROPOSED SECTIONS w DESIGN LOADS: Side 1: Min Side yard of 15'-O" 4. Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-225 contractor shall have the level of acceptable bearing strata verified In the field. A5 NAILING SCHEDULE AND CONNECTOR DETAILS a, ,n Roof: 20 psf ground snow load Side Total: 35'-D" rating of 0.3 CFM per square foot of window area. Swinging or D-346, installed in accordance with sect. r.905.2 B. Concrete has been designed in accordance with ACI 318-14"Building Code PROTECTION AGAINST TERMITES: Refer to Section R320 � bn Basic Wind Speed:130 mph Rear: 50-0" doors shall have a max. air infiltration rate of 0.5 CFM per Requirements for Structural Concrete".All concrete work shall conform to Ei J Uplift:31 sf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, FLOOR SYSTEM: Shall comply with Chaper BUILDING PLAN REVIEW NOTE: p p requir:ments and recommendations of ACI-301-16"Specifications for Structural P Y p 5 Dead Loads:l0 sf stainless, aluminum, or copper roofing nails. Fasteners shall be Town of Southold Plans Examiner shall review the enclosed document for minimum U p Concrete for Buildings"(fc"=3000 psi);All exposed slabs, and steps shall be 5. Skylight shafts shall have a minimum insulation value of R-19. minimum 12 gage shanked with a minimum 3/8"dia. head,and of sufficient acceptable submittal requirements of the Town Southold as specified in the 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WALL BRACING SYSTEM: Shall comply with Sections R602.8, 602.10, accepplan of 00 5 Table 8301:4 length to penetrate through the roofing materials and the sheathing. 60 R602,10.10, R613.2,AND R613.3 Building and/or Residential Code of the State of New York. This review does not cv Minimum Uniformly Distributed Live Loads S. Garages-front,sides, doors, interior shall have max. U=.40 guarantee compliance with that code. That responsibility is guaranteed under the seal w (in Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All framing members shall be Hem-Fir#2(Flo=850 psi); provide(2)2 x 8 header WINDOW ANCHORAGE: Shall comply with Section R613S and signature of the State of New York licensed design professional of record. That �- 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. over all wall openings, unless otherwise noted. seal and signature has been interpreted as an attestation that to the best of the Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated WINDOW MULLIONS: Shall comply with Section R613.6 licensee's belief and information,the work In the document Is: damper with a max. air leakage of 20 CFM. All f replaces 4. For normal applications, asphalt roof shingles shall be secured to the `Accurate Exterior Balconies 60 5. Micrc-lam girders(ML) shall be laminated veneer lumber with E_2,000,000 PSI. Decks 40 shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two (2) Flo =2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. EXTERIOR WALL COVERING: Shall comply with Section 8702.1, 8703.1, 'Conforms with governing codes applicable at the time of submission fasteners per individual shingle. 8703.4 Refer to Table 8703.4 for weather-resistant Siding Attachment and U] Passenger Vehicle Garages 50 8.The Contractor shall submit the design, size and type of Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or Shingles. 'Conforms with reasonable standards of practice and with the view to the W 6. Doube frame around all openings, under parallel walls and under bathtubs. Provide Attic without storage 10 mechanical systems which will be used, in sufficient detail,as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Sim son han er connections at all flush structural load bearing conditions. safeguard of life, health, property,g required by the Building Department. shingle where the eave is 20 feet or higher above grade or where the P g g FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 g P p and public welfare is the responsibility Attic with storage 20 of the licensee. base wind speed is 120 mph or greater. 7. All coicrete block shall conform to ASTM C90; Mortar shall be type"M" Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and U) 85 degrees Fahrenheit. AFPA/WFCM 2001 Refer to Rafter Span Tables R802.5.10)and(2). Sleeping Rooms 30 g SAFETY GLASS REQUIREMENTS 8. All st:el work shall conform to the requirements of the RISC"Specifcations for Stairs 40 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Desigi, Fabrication and Erection of Structural Steel for Buildings". Steel shall 10.All ducts and pipes shall be insulated as required by code. ROOF ASSEMBLIES: Shall comply with Section 8902 8903 and 8904. conform to ASTM a-572(GRADE 50)and A-501. � Guards and handrails 200 1. An lazin in an door e. 11. HVAC Contractor shall verify heat loss calculations. y g g y typ 9. A11 el:ctrical work shall conform to local NEC and Underwriters Laboratory ROOF SLOPE: Shall comply with Section 8905.2.2 DEFLECTION LIMITS: requirements. Rafters with no fnlshed ceiling attached: Ln80 12.All cellar and/or basement doors shall be insulated. 2• Glazing in any walls enclosing a shower,tub, a sauna or steam room`. ASPHALT SHINGLES: Shall be secured to the roof with not less than(4) Floors: L/360 fasteners per strip shingle or(2)fasteners per Individual shingle(8905.2.6) 1��\ '. '�,t �f 13.The Engineer certifies that to the best of his knowledge, B. Any windows within 24" of a door". 10. Pre-{abricated fireplaces and f ues shall be UL approved. D U) Belief, and professional judgement that the plans are in 11. Installsmoke detectors and carbon monoxide detectors in accordance with all state INTERIOR FINISHES AND MATERIALS: Shall conform to the fre spread WINDOW NOTE FOR LOCATIONS WITHIN 4. Any individual pane of glass with an area greater than 9.0 sq.ft.where the bottom 1r compliance with the Energy Conservation Construction Code and Ical code requirements. and smoke-density requirements of Section 8315. Pj�,r � Q r�, ONE MILE OF SHORELINE of New York State. (August, 2007) is less than 18"above the adjacent fnish floor within Be"of the window. 12. The Contractor shall verify all existing conditions before starting construction and INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0"of the water-. R31G. the large missile test of ASTM 1996 and or ASTM E 1986 shall ratify the engineer of any ambiguities or discrepancies before proceeding with " 03 6. Glazing in stairways and landings within 3-O" horizontally of a walking surface the work. If any questions arise before or during construction as to the intent or GYPSUM BOARD: Shall conform to Section R702.3. TOVIR4 OF SO'�TI'I3OTi.1"D The contractor shall provide pre-scut Y2"plywood panels to cover details of the drawings,the contractor shall call the Architect, Mark Schwartz, at _ the glazed openings�shall pre-drill edges of 12"o.c. to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE (631)734-4185 for clarification and/or instructions. If the contractor fails to follow MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: ��RED AR 2-1/2"#8 wood screws and provide adequate number of screws GLASS IS MORE THA GO"ABOVE THE FLOOR. the above procedure, he shall assume all responsibility for the consequences of his for fastening. P q Refer to Section 8307. ` y actiors and/or decisions. �� ���V1N 13The oNner shall arrange for supervision of the construction work to ensure STAIR LANDING: Shall comply with section 8311.5.4 Q: ;fig/ 9� DRAWN: JM/MS . CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 (1) compliance with the contract documents. SCALE: AS NOTED STAIRWAY: Shall comply with Section R311.5 N * JOB#: WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN HANDRAILS: Shall comply with Section R311.5.6 (P GROUND FLOOD AIR FREEZING 14. Whet using ACQ pressure treated lumber all nails, screws, sill plates and wind SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT ANNUAL '- SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners. �` 02 339 Q' SHEET NUMBER: CATEGORY TEMP REQUIRED TEMP 15.Per r302.13 code, new floor joists at basements only(not crawl spaces): unless �OF N E��O lbs/ft2 MP .F .F using 2x dimensional lumber or microlam joists,1/2" sheetrock must be Installed on PROVIDE TRUSS SIGN IN ACCORDANCE WITH MODERATE TO underside of joists(wood-I joists or steel joists). TJI flak jacket to be used in place PART 1265 OF NYS CODE T- I 20 130 YES NO NO B SEVERE 3'-O" HEAD, 11 YES NO 452 52.70 of standard TJI wood-is for exception to code requirement(no sheetrock). REVISIONS: 8-26-16 BID set 9-25-17 Permit set O PILE NOTES: 10-5-17 Misc rev 1. Handling, storage and field fabrication, including treating of cut ends, shall be in 11-14-17 No Heat �- BEACH accordance with (American Wood Pilings Association) AWPA M4. BEACH � , 1 2. Provide 101' Inch butt, 8" Inch tip wood piles. Piles shall be Southern Pine or O Douglas Fir and shall conform to ASTM D 25, unused, clean peeled, uniformly O tapered, one piece butt to tip. 3. Piles shall be pressure treated in accordance with AWPA C Southern Pine 1.0 PCF GGA / Douglas Fir 1.0 PCF ACZA. EXISTING BULKHEAD 4. Treat field cuts, holes and other presentations in accordance with AWPA M4. NEW RAILINGS AT EXISTING DECK 5. Piles shall be end-bearing type or friction type as indicated. Drive EXISTING DECK end-bearing piles to the required bearing value, � 16-3"x 14'-7 6. Provide piles of such length as required to develop the specified bearing AREA: 26666Sq Ft value, to obtain the specified penetration, and to extend into the cap or footing block as indicated. min length shall be 20 feet. 7. Install piles to the required penetration, or the required bearing, as indicated, except as specified in Article 3.04 C. Jetting will not be permitted unless specifically approved by engineer for the location. O 8. When necessary to achieve the required penetration, drill holes of diameter •,�, (2) 2 x 10 not greater than 90 percent of the average cross sectional dimension of the pile at the depth being drilled, and drive the pile therein to practical refusal. W CONTINUOUS BLOCKING177 O 9. Complete backfill to the required elevations in the area which piles are to w a occupy before starting to drive piles. O 10. Do not drive piles within 20 feet of concrete less than 7 days old. (2)3X10 4:__t (2)3X10 U 11. Drive piles at interior of bases of footings before driving perimeter piles. O M 2X10§16"O.C. ¢� M--"i (2)3 x 10 12. If necessary, provide adequate lateral support for installed individual piles to H a prevent excessive temporary flexural stresses or movement of the pile top ^ out of tolerance. F^-1 13. Maintain the hammer coaxial with the pile during the driving operation by PLANTERS A-A using a combination of driving cap and leads. 14. Investigate any sudden decreases in driving resistance for possible breakage 164" B B of the pile if sudden decrease in driving resistance cannot be correlated to U boring data or some incident in the driving, and it the pile cannot be inspected, U such decrease in driving resistance may be cause for rejection of the pile. U PILE DETAILS '� 3 15. Re-drive any pile which is raised during driving of adjacent piles, to original Imo, Scale:1/2"-1'-0" tip elevation. 16. Cut off piles at top elevation directed by engineer replace or repair piles EXISTING DECK whish are damaged when cut off: 0 O 16-4"x 16-1" AREA; 263 Sq Ft 17. Deviation from location of pile to be no more than 6" inches for piles � perpendicular to the floor joists and 1" inch parallel to the floor joists. O O 00 10'-01, 18. Piles not meeting ASTM D25 requirements will be rejected. Remove such 10'-0"PROPOSED SIDE DITION 8'-O" 2" piles from the site and replace with sound piles. Piles broken under driving 12" 1 CLINE OF EXIST LINE OF stresses may be cut off and left in place if approved by engineer for the Q B DECK TO BE PROPOSED location. Otherwise they shall be extracted and removed from the site. 2 2 2842 2 REMOVED ADDITION I (2)2 8 (2)2 x 8 (2 x 8 ' j i 19. Fit timber piles with metal shoes on the tip when the area of the head of a X iv / - - - - i timber pile is greater than that of the face of the hammer. Use a suitable cap II 1 cv / I 1 I I to distribute the blows throughout the cross section of the pile. 1 BEAD BOARD / 1 1 0 Ila I 42" NATURAL d i f threat ff t Il b i After timber. ter tmes are cuo , reat cut surfaces n accordance with EXISTING GABLE � cc COLOR � LINE OF EXIST I 20 p C AND SIDING TO i N X I DECK TO BE ; I I ►n AWPA M4. Remove cutoff sections of Iles from the site and le all � °' y LIVING ROOM ry REMAIN ' p legally x .-. � WHITE PAINTED REMOVED BEDROOM =� 27'-0"X 11'-1" 161' i �O SHEET ROCK dispose. o =i AREA: 299 Sq Ft IX iv 10'-2"X 12'-1" �t I LINE OF I I I 1 s AREA; 120 Sq Ft I i i i i i a0 VINYL WOOD m 1 w LINE OF EXISTING WALLS, i vX LOOK FLOORS HOUSE EXISTING Y2 WALL It ^O -WINDOWS pI I 11 1 i o DOOR TO BE *' 1 -� EXISTINGREMOVED III X I Im ml I I I 4 � ATTIC EXIST RIDc� S N aV I Iw w_I I I m I A COLUMN TO LIGN IIF ►-I I I N X ' I 1 U ��,� +� ACCESS I II III 1 1 1 1 I (! I I I N EXISTING_ RIDGE_—�( _ � p(] / I 6f`) MEXISTING FRONT X 9y0LI o w I PROPC,� ED ' ' I Q � , I CONSTRUCTION NOTES: HALLWAY DOOR WITH w I I tu CLOSET CLOSET �� — — �� SCREEN TO BE </1 05 COLU I I 1 i I 0 PROPOSED 10"of 100 1. Piles to be 10" inch with a 15 ton working load. Deck piles to be 10 ton l i 1 1 I p c�N p I 15 TON PILES P I working load. RELOCATED TO I I Imo ) I X II NEW FRONT I-! I I EATIN I REA I w EXCEPT AS NOTED 1 N •- VENTRY 1 2T-d' 11-1.1 I _ _ - nllK a o 11 AREA: 1 1 2D9 Sq Ft I a I I 2. Top of pile elevation shall be installed to obtain the finished floor required in w EXIST EXIST WINDOW TO IIS = I I I I 1 I = m BATH IX n i 1 the Architectural plans. ELECTRIC BE RELOCATED TO �+ I= X ' I O I ' i 5'-6"x 9'-1" a N Ua I m N I U PANEL n NEW BATHROOM , ,--- - ----I--------ru m 4 / - -------I--------I-� O BEDROOM = AREA: 505q Q= 1 0 , WOOD I I 3. X-Bracing of the piles shall be Installed in locations as noted) in the pile plan, c!1 11'-8"X 9'-11" 1 r- F __-- -� I / ------; ; , details of the installation shall be coordinated with architect'to conform �¢ � of 0 � KITCHEN FLo s I I STEPS m AREA: 106 Sq Ft I I (� (I O 19'-3"X 9'-5" TO IGN D1 206 --- ---1 RE O / L------ I architectural coverings if any. °e AREA: 181 Sq Ft I PKT OOR _� REMOVED / I -------11 21" I BEAD BOARD N , 0 MIN I ' 42"WHITE Ls I i-------J I 4. All X-Bracing shall be 2 X 10 AGO POWDER ROOM r-------i iv U------J-_ --L-=-- (2) X 81 RELOCATED � RE USE EXISTING FRONT C4 0 i WINDO DOOR AND SCREEN CHECK ALL POSTS 2 X 6 LEDGER BOARD O I ' Z RAILING PROPOSED 10"rIl BOLTED TO HOUSE WITH LAUNDRY SHED AT FOUNDATION , I w OUTDOOR I ; I °o BOLTS g16"O.C. SHOWER I I NEW ENTRY PORCH/DECK 10 TON PILES 5/g AREA1 1 RE-DO BEAMS - - - - (STAGGERED) I EXISTING WOOD CURVED WOOD ,' I ENTRY STEP 1 WALKWAY TO •,. �;w" SC '�j, PLATFORMS i - LINE OF PROPOSED 1 EXISTING WOOD SCREEN ------------------------- ----- _ - I„ y ' BE REMOVED �' ' '�I . '' n DRAWN: JM/MS 2 7-5 12 8' O" 2° ENTRY PORCH/DECK X70 -1 WOOD WALKWAY NOTE: JOB TO BE STORM UNITS. 10'-O" N� ALL PROPOSED WINDOWS SCALE: AS NOTED 1 10'-O"PROPOSED SIDEIADDITION * #: -------------------------------------- ------------ • J, 422639 OQ� SHEET NUMBER: 2 PROPOSED FLOOR PL4N ( No Heat) PROPOSED PILE PLAN FOp NENN A-2 REVISIONS: 8-26-16 BID set 5-17 Permit set 10-5-17 Insu anon 11-14-17 No Heat EXISTING GABLE END AND SIDING TO REMAIN.ADDITION TO STRUCTURALLY ATTACHED WITH NEW ARCHITECURAL ASPHALT SHINGLES SHEATHING OVERLAPS AS PER NYS 15# FELT CODE AND LAG BOLTED DOUBLE 1/2" CDX PLYWOOD SHEATHING FLOOR JOIST AND ROOF RAFTERS AS (3)13/4"X 9Y2" ML RIDGE (3) l 3/4"X 9 1/2" ML RIDGE SHOWN IN SECTION ''A CONTINUOUS RIDGE VENT 2 X 8 ROOF RAFTERS @ 16" O.C. EXPOSED TIE BEAMS NEW ARCHITECTURAL SIMPSON H3 FRAMING ANCHORS @ 16" O.C. ASPHALT SHINGLES 2 X 4 COLLAR TIES @ 48" O.C. R-19 BATT INSULATION �- CATHEDRAL CEILING WITH STORM GLASS 1 X 6 FASCIA BOARD EXPOSED TIE BEAMS WITH GRILLES VENTED SOFFITS (CONTINUOUS) Z GUTTERS $ LEADERS TO GRADE (TYP.) 1/2" GYPSUM BOARD @ CEILING STORM GLA55 E-1 — ---- I WITH GRILLES — YELLOW CEDAR SIDING 15 2# FELT 1CDX PLYWOOD SHEATHING cv 2X4STUDS @16" O.C. w O YELLOW CEDAR SIDING R-13 BATT INSULATION 1/2" GYPSUM BOARD @ WALLS (2) 2 X 4 TOP PLATE C/1 BEDROOM LIVING R00 ,1I PROPOSED AD ITION PROPOSED ADDITION 2 X 4 SOLE PLATE ( O HEANO HEA 2 X 4 STUDS @ INTERIOR PARTIONS @ 16" O.G. (TYP.) O� COMPOSITE DECK$ RAILS O 2 3X10 m 12" (TYPICAL) WATER BOARD TO MATCH 0 a H DOUBLE FLOOR 2 X 8 LEDGER BOLTED TO ~^ JOISTS LAG BOLTED H HOUSE WITH TO EXISTING HOUSE 5/e"0BOLTS ^ @ 16"O.C. (STAGGERED) F--� 3/4" PLYWOOD SUBFLOORING 2 X 8 FLOOR JOISTS @ 16" O.C. R-28 INSULATION N U A PROPOSED SECTION 'A' B PROP05ED SECTION B' Scale:1/4".1'-O" z -C) Q 4" THRU VENT EXISTING GABLE �+ END AND SIDING 2„ V" 12ct " ^� TO REMAIN — (3)13/4"X 9Y2M.L. 2"i 12.. I LAVA. - - - - --- - - - I ^ 1st FLOOR " 0 F.A.I• m A � o 01, NEW COMPOSITE KITCHEN COLUMN HOUSE TRAP 0 �' DECK AND RAILING NO HE 154 u COMPOSITE o LIVING AREA G,p, x o DECK RAILS (NO HEAT) TO SEPTIC SYSTEM wa HALLWAY 4 X.H.G.I. DRAIN LINE � c � Lull 4 X 4 POST 4 .� m PLUMBING RISER DIAGRAM �-� � I� v u U , U GRADE rw 2 X 6 ACQ DECK JOISTS @ 16"O.C. 2 X 8 LEDGER BOLTED TO HOUSE WITH 518"0 BOLTS2 X 8 ACQ LEDGER @ 16"O.G. (STAGGERED) 10"11115 TON PILES BOLTED TO HOUSE WITH %8'0 BOLTS @ 16" O.C. (STAGGERED) Uj 10"010 TON PILES WO N PROPOSED SECTION 'C' D PROPOSED SECTION 'D' G ~ Scale:l/4"-1'-O" x WINDOW SCHEDULE �FtED,gRC �j WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ. FT.GLASS U-VAL VvV IN VENTILATION CLEAR OPENING REMARKS QUANTITY � � Scy 0 W1 2'-95/8'X 4'-9Y4" 2-10Y8"X 4'-5Y4" DOUBLE HUNG ANDERSEN 2842 8.70 0.32 4.82 4.81 7 #1 7 n DRAWN: JM/MS SCALE:AS NOTED W2 2'-55/8'X 3'-5Y4' 2'-6Y8"X 3'-5Y4" DOUBLE HUNG ANDERSEN 2432 5.40 032 3.08 3.07 1 N * JOB#: W3 7-1113/6'x 4'-10/4" 7-10)/2'x 4'-10Y4" DOUBLE HUNG ANDERSEN 45-DHP4246-20 28.60 0.32 7.76 3.88 1 2339 0Q� SHEET NUMBER: OF N E�� REVISIONS: 4-18-16 Site Details TIE LINE MHWM TRUSS PLACARDIING R�QU:RED 8-26-16 BID set 8-30-16 Permit set ALONG �0 �\ s 9-25-17 Permit set REScheck Software Version 4.6.4 MHWM Q COMPLY WITH ALL CODES OF lighting 10-4-17 Notes-Eats '' �� f--fir,; ■ ■ ,�U exterior"li htin NEW YORK STATE & TOWN CODES _ Installed, replaced or Compliance r�j�� AS REQUIRED AND CONDITIONS OF repaired shall conform cate ®1t dF/, )N7_L`-; , r :-r' , ,E . APPROVED AS NOTED C%PT1F1c. Ori '''`�%'��Y to Chapter 172 J� ' FLOOD ZONE LINE DATE: wa � B.P. C��33 , - 4 SOLDL- JSEIf' / ; _, 0 the TTorin Code �� ,��' =� C.E.H.L• FEE: By: a rt SUPPLl .:'YS7 r r:/,t:fJOT Project G� REMOVE EXISTING NOTIFBUiv.. C E= T AT SOlDT0�41NTRU$TEES EXCEED ?J90 Or 1% LEAD.. 0 ` DECK AS SHOWN Energy Code: 2015 IECC / �� 765-1802 8 AM TO 4 FM FOR THE --- 44--yStEe ---- Location: Southold, New York / 0 ,i REMOVE EXISTING FOLLOV%'ING INSPECTIONS: Construction Type: D���„' o w-h- O�G� ;� DECK AREA 1. Construction- TWO REQUIRED I YP Singie-family PROPOSED 10'X 24.6' FOR POURED CONCRETE Project Type: New Construction // , S \ ONE STORY ADDITION 2. ROUGH • lcP'`?<"3 PLUMBING Conditioned Floor Area: 0 ft2 �- Y OR FLOOD ZONE �� Glazing Area 28% ` PROPOSED CANTILEVERED 3. INSULAT'r' 9 BAY WINDOW OCCUPANCY ���, ,R - -� Climate Zone: 4 5572 HDD) 4. FINAL - MUST PLUNIBIN .. ,..PLY WITH Cs1 7' 14S TOP OF OOD EXISTING SfDE DECK TO BE BE CQMi -.: USE IS UNLAWFUL Permit Number: Permit Date: L EAD G:v ALL PLU1M'0 1G;':.� FLOOD DAMAGE PREVENTION 1. �;� REMOVED NOT REPLACED ALL CONST SHALL MEET THE ;�WATER LI�JE.: =F.. �' o �� E�0.7 / �O PROPOSED REQUIREMEN `, 0 THE CODES OF NEW WITHOUT CERTIFICATE TEsTl�1G BEFORE C�J�LRiNG DUTHDLD T®Y� CD'DL E SiBLE FOR Construction Site: Owner/Agent: Designer/Contractor: YORK WOOD WALK TO BE ENTRY DECK DESIGN ORECONSTRUCT ONERRORS. OF OCCUPANCY REMOVED$ NOT REPLACE EXIST WOOD WALK �. Compliance: TO BE REMOVED r- ratio 0.0%Better Than Code Maximum UA: 67 Your UA: 67 Maximum SHGC: 0.40 Your SHGC: 0.34 V 1 AND REPLACED F�I'e p ` �\ The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. / JGJ wl ♦ �4 DRA114AGE INSPECTIONS ARE REQUIRED regirCej�S per It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. � '� Contact TOS Engineering at 765-1560 before p�� � 63 s� \ ^��-n ��0 Backfill,OR Provide Engineer's Certiftcatton =Code V SHED ,, �� �g'� �,Q' that the dratnegq hrs been Instr'c^d to Code. Envelope Assemblies ��EPTIG o� ` , c ,L. r�ELECTRIC� �' S lySpECT10!'d REQUIRED Ceiling 1: Cathedral Ceiling 280 28.8 0.0 0.036 10 � � 10 Blower door Wall 1:Wood Frame, 16"o.c. 341 14.4 0.0 0.078 19 � � �0j 10 and ductwork Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 95 0.320 30 0 H �O _ SHGC:0.34 U Floor 1:All-Wood joist/fruss:Over Outside Air 246 28.0 0.0 0.034 8 N - Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in > REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. "-..4 �.O P N - A Name-Title Signature Date - ----- - - ------- 0 Ile, � - --- --- - -- - - -- - Q jaa� Project Title: Report date: 10/04/17 N Data filename: C:\PROJECTS_2\MKS Architect\MKS_1115_23 LeetonDr\Diack_10042017.rck Page 1 of 1 LLU iLLULL] I U lttu -1 im -L _-L -L -J L. \ ' 1 1 I 4 'k, 0 LIE I 2i , r' i 00 03 i t r r r r H Diack Chilton Residence (`®IIT SET 10®5-1 I t _ 1 1 r r t , I r r t r r r l i t t r 1 1 r r r t ► r i t CODE ANALYSIS ZONING ANALYSIS ENERGY NOTES NOTE: OCCUPANCY:Residential Single Family Detached ZONING: Residential "R-40" 1. Calculations are valid up to 5999 degree days. This project complies with the 2015 International Residential Code(IRC),the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS 2016 NYS Supplement to the Uniform Code,the 2015 International Energy CD 1All work shall conform to the requirements of the New York State Building Code; 2.Certified conformance for Zone 11B. Conservation Code(IECC),the 2016 NYS Supplement to the Energy Code, . g 71 GENERAL NOTES,CODE REFERENCES all work shall also conform to the requirements of any other Codes and authorities N REFERENCE STANDARDS: Dimensional Regula+ions: ties FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles o International Residential Buildin Code 2015 Percent of Lot Occupancy: .20 max the 2015 Wood Frame Construction Manual FCM 2015), NFPA standard ST1 SITE PLAN,SITE DATA$DETAILS ` 9 ( ) P cY; (max) � ) having jurisdiction.The Contractor shall obtain and arrange for all required permits, 8401.4, 8401.4.1,8402.2, 8404.1 AND 8408.1 THRU 408.3 Wood Frame Construction Manual AF PA 2015 Height,- 35'-0" 3.Wood framed foors,walls and ceilings shall have an approved 70,"the National Electric Code",and the Zoning Code of the Town of Southold Al EXISTING PLAN$ELEVATIONS x LO , ( ) 9 inspection,certificates and tests. o ,-� Climate Zone:11B Min. Lot: 40,000 Sq Ft vapor barrier(permeance rating of 1.0 perm)installed on the ANCHOR BOLT SIZE AND SPACING: Va"O l9 36"O.G. A2 PROP05ED PILE FOUNDATION$ FLOOR PLAN Degree Days:5750 Width; 150'-O" "warm in winter"side of thermal insulation. ASPHALT ROOF SHINGLE NOTES A3 PROPOSED ELEVATIONS g 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; Front: 50'-0" 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified In the field. PROTECTION AGAINST DECAY. Refer to Section 8319 A4 PROPOSED SECTIONS �+ w DESIGN LOADS: Side 1: Min Side yard of 15'-0" 4.Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-22500 A5 NAILING SCHEDULE AND CONNECTOR DETAILS i Roof. 20 psf ground snow load Side Total: 36-0" rating of 0.3 CFM per square foot of window area. Swinging or D-346, Installed in accordance with sect. r 905.2 3. Concrete has been designed in accordance with ACI 318-14"Building Code PROTECTION AGAINST TERMITES: Refer to Section R320 Ix Basic Wind Speed:130 mph Rear: 50-0" doors shall have a max,air infiltration rate of 0.5 CFM per Requirements for Structural Concrete".All concrete work shall conform to BUILDING PLAN REVIEW NOTE: Uplift:31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of ACI-301-16"Specifications for Structural FLOOR SYSTEM: Shall comply with Chaper 5 ." Dead Loads:10f stainless,aluminum, or copper roofing nails. Fasteners shall be Town of Southold Pians Examiner shall review the enclosed document for minimum Ps Concrete for Buildings"(fc"=3000 psi);All exposed slabs,and steps shall be a` cn 5. Skylight shafts shall have a minimum insulation value of R-19. minimum 12 gage shanked with a minimum 3/8"dia. head,and of sufficient 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WALL BRACING SYSTEM: Shall comply with Sections R602.6,602.10, acceptable plan submittal requirements of the Town of Southold as specified in the y+ �, Table 8301.4 length to penetrate through the roofing materials and the sheathing. 60 RG02.10.10, R613.2,AND R613.3 Building and/or Residential Code of the State of New York. This review does not Minimum Uniformly Distributed Live Loads 6. Garages-front,sides,doors, interior shall have max. U=AO guarantee compliance with that code. That responsibility is guaranteed under the seal (in Pounds per.Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All framing members shall be Hem-Fir#2 (Fb=850 psi);provide(2)2 x 8 WINDOW ANCHORAGE: Shall comply with Section 8613.5 and signature of the State of New York licensed design professional of record. That �+ 7.All freplaces shall be provided with a damper for outside required by the manufacturer. header over all wall openings, unless otherwise noted. seal and signature has been interpreted as an attestation that to the best of the Use Live Loads combustion air 150-200 CFM. All fuel shall have tight seated WINDOW MULLIONS: Shall comply with Section R613.G icensee's belief and information,the work in the document is: Exterior Balconies 60 damper with a max.air leakage of 20 CFM. All fireplaces 4. For normal applications,asphalt roof shingles shall be secured to the 'Accurate 5. Micro-lam E girders(ML)shall be laminated veneer lumber with 2,000,000 Decks 4.0 shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two(2) PSI. Fb=2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. EXTERIOR WALL COVERING: Shall comply with Section 8702.1, 8703.1, •Conforms with governing codes applicable at the time of submission fasteners per Individual shingle. R703.4 Refer to Table R703.4 for weather-resistant Siding Attachment Passenger Vehicle Garages 50 S.The Contractor shall submit the design,size and type of and Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or 'Conforms with reasonable standards of practice and with the view to the 44 6. Double frame around alt openings, under parallel walls and under bathtubs. Provide E-+ Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger connections at all flush structural load bearing conditions. Shingles. safeguard of life,health, property,and public welfare Is the responsibility required by the Building Department. shingle where the eave Is 20 feet or higher above grade or where the Attic with storage 20 base wind speed is 120 mph or greater. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 of the licensee. 7. A11 concrete block shall conform to ASTM G90;Mortar shall be type"M" Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to 85 dROOF/CEILING CONSTRUCTION: Shall comply with 8801.4 and � Sleeping Rooms 30 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS 8. All steel work shall conform to the requirements of the AISC"Specifications for Py ------__J Stairs 40 10.All ducts and pipes shall be insulated as required by code. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design,Fabrication and Erection of Structural Steel for Buildings". Steel shall AFPA/WFCM 2001 Refer to Rafter Span Tables 8802.5.1(1)and(2). conform to ASTM a-572(GRADE 50)and A-501. rl Guards and handrails 200 ROOF ASSEMBLIES: Shall comply with Section 8902,8903 and R904. r' rj H verify 1. Any glazing in any door type. r` i,. ►,� 11. HVAC Contractor shall vert heat loss calculations. 9. All electrical work shall conform to local NEC and Underwriters Laboratory cw ✓ " Q DEFLECTION LIMITS: ROOF SLOPE: Shall comply with Section R905.2.2 CZ c �"'' re uirements. 0 Rafters with no finished ceilingattached: V180 12.All cellar and/or basement doors shall be insulated. 2• Glazing in any walls enclosing a shower,tub a sauna or steam room"`. q �: Floors:Lr360 10. Pre-fabricated fire laces and flues shall be UL approved. ASPHALT SHINGLES: Shall be secured to the roof with not less than(4) i .; � U 13.The Engineer certifies that to the best of his knowledge, 3. Any windows within 24"of a door". P pP fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) {.J ~ G o cn Bellef,and professional judgement that the plans are In 11. Install smoke detectors and carbon monoxide detectors In accordance with all a u WINDOW NOTE FOR LOCATIONS WITHIN 4. Any Individual pane of glass with an area greater than 9.0 sq.ft.where the E--r' • r compliance with the Energy Conservation Construction Code �� � bottom is less than 18"above the adjacent finish Poor within 35"of the window. state and local code requirements. � ONE MILE OF SHORELINE of New York State. (August, 2007) and smoke-density requirements of Section 8315.INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread N All new windows and gloss doors shall meet the requirements of 5. Glazing In walls of spas, hot tubs or indoor pools within 51 of the water". 12.The Contractor shall verify all existing conditions before starting construction and the large missile test of ASTM 1996 and or ASTM E 1986 shall notify the engineer of any ambiguities or discrepancies before proceeding with INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section OR 6. Glazing in stairways and landings within 3'-0"horizontally of a walking surface ". the work. If any questions arlse before or during construction as to the Intent or 8316. The contractor shall provide recut Y2"plywood panels to cover details of the drawings,the contractor shall call the Architect, Mark Schwartz, ,� ' A y P P P GYPSUM BOARD: Shall conform to Section R702.3. C)' A 0 the glazed openings$shall pre-drill edges at 12"o.c.to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)734-4185 for clarification and/or Instructions. If the contractor fails to cAr 2-1/2"#8 wood screws and provide adequate number of screws GLASS 15 MORE THA 60"ABOVE THE FLOOR. follow the above procedure, he shall assume all responsibility for the '� N� �•�� MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES:' for fastening. consequences of his actions and/or decisions. Refer to Section 8307. ' ell *� /� DRAWN: JM/MS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 l'� 13. The owner shall arrange for supervision of the construction work+o ensure STAIR LANDING:Shall comply with section 8311.5.4 '``" t "1 ��i !,t / >!"` "'•`� i� �( SCALE:AS NOTED WINE) DESIGN SUBJECT TO DAMAGE FROM compliance with the contract documents. y �P .; ;.� JOB#: SEISMIC WINTER ICE BARRIER MEAN STAIRWAY: Shall comply with Section 8311.5 GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE FLOOD AIR FREEZING 14.When using AGQ pressure treated lumber all nails, screws,sill plates and wind HANDRAILS: Shall comply with Section R3115.6 DESIGN DESIGN UNDERLAYMENT ANNUAL PY ^.•, A r,, s' SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners. a* .� �C1_� d E SHEET NUMBER: CATEGORY TEMP REQUIRED TEMP �'� �, o 15.Per r302.13 code, new floor joists at basements only(not crawls aces unless lbs/fits MP °F °F spaces): PROVIDE TRUSS SIGN 1N ACCORDANCE WITH using 2x dimensional lumber or microlam joists,1/2"sheetrock must be installed on PART 1265 OF NYS CODE 20 130 YES NO NO B SEVERE 3'-0" MODE WTO 11 YES NO 452 52.70 underside of joists(wood-i joists or steel joists).TJI flak Jacket to be used in T- I place of standard TJI wood-is for exception to code requirement(no sheetrock). LOT COVERAGE ' O.O' EL. 6.0' / MHWM BROWN SILTY LOT AREA SAND SM BUILDINGS 0 \` ��• /' ` S PALE BROWN EXISTING FINE TO PROPOSED SZo COARSE //z/— / \` SAND SW LAUNDRY SHED ',/` — TIE LINE SHED ALONG 3.5' ` TOTAL BUILDINGS MHWM Q, / V � DECKS / 4 ' \ EXISTING FLOOD ZONE LINE PROPOSED BULKHEAD / C.E.H.L. TOTAL DECKS / ,P / �� vv \"000, WATER IN PALE REMOVE EXISTING BROWN FINE TO TOTAL COVERAGE / O / DECK AS SHOWN 13.0' COARSE SAND SW TEST HOLE DATA REMOVE EXISTING � McDONALD 2141.77 112664-90=.16.9 DECK AREA GEOSCIENCE app� '/ /'i \ 04/17/07 16.9%<2096/ALLOWED OK D TflfNT5 T HOLE O /TOP OF WOOD \ \ O. BULKHEAD / 'Oe EL,10.7 ' PROPOSED 10'X 24.6' \ ONE STORY ADDITION PROPOSED \` CANTILEVERED \ BAY WINDOW ` EXISTING SIDE DECK TO BE REMOVED / ��/���' •�0' NOT REPLACED ENTRY DECK \ WOOD WALK TO BE \` REMOVED$ NOT REPLACED EXIST WOOD WALK TO BE ` REMOVED AND REPLACED LAUNDRY SHED ` pQ' AREA OF i \ SEPTIC �.� \ •S / �T PLAN j / ' o \ ANGI PREY ", FLOC REVISIONS: 8-26-16 BID set 9-25-17 Permit set PLANTERS H O EXISTING DECK ct —— — — — — — — fro'-4"x 16-1" � GJ r--� AREA; 263 Sq Ft O •� 17-0" Fri 1 1 I I I I 1 1 1 1 1 1 l i 1 1 I I EXISTING LEFT SIDE ELEVATION EXISTING FRONT ELEVATION BEDROOM LIVING ROOM 2 N 10'-2"x 12'-1" r 17-0"X 11'-1" AREA: 120 Sq Ft AREA: 188 Sq Ft N � � Q � o ,o HALLWAY 4 CLOSET CLOSET _ r-4 4� Q-1 O BATH KITCHEN - - - - - - - BEDROOM 9'-3"X AREA: 50 Sq F O 1 O � AREA: 87 Sq Ft •1 11'-8"X 9'-1" O , 6) AREA: 106 Sq Ft 6 010 6) -TL 11'-8" 5'-6 ro-gTpi - - - 000 �+ v8 all X Ln 0 LAUNDRY SHED OUTDOOR O ° N 1 1 I I i i I I 1 1 1 1 SHOWER I I I I I I 1 1 1 1 1 1 I I AREA: Lf, 11 I I I I 11 I I I I O .0 "' 1 1 I I j j 11 I I I I II II 11 II II II N v i t i i i 1 1 I I 11 I I o ' 1 a O W .s~ EXISTING RIGHT SIDE ELEVATION EXISTING REAR ELEVATION WOOD WALKWAY 4 Scale:3/1ro"=1'-O" 5 EXISTING FLOOR PLAN 1 Scale:1/4"=1'-0" U O � H �S.�eRE D qRc VIN Q y " y. . DRAWN: JM/MS a; SCALE: AS NOTED * JOB#: -<". <'3 3 OQ' SHEET NUMBER: OP NE REVISIONS: -16 BID set 9-25-17 Permit set O PILE NOTES: 10-5-17 Misc rev 1. Handling, storage and field fabrication, Including treating of cuff ends, shall be BEACH in accordance with (American Wood Pilings Association) AWPA M4= BEACH 2. Provide 10" inch butt, 8" inch tip wood piles. Piles shall be Southern Pine or Douglas Fir and shall conform to ASTM D 25, unused, clean peeled, 10 0 0 uniformly tapered, one piece butt to tip. 3. Piles shall be pressure treated in accordance with AWPA C Southern Pine 1.0 PCF GCA / Douglas Fir 1.0 PCF ACZA. EXISTING BULKHEAD 4. Treat field cuts, holes and other presentations in accordance with AWPA M4. NEW RAILINGS AT EXISTING DECK 5. Piles shall be end-bearing type or friction type as indicated. Drive EXISTING DECK end-bearing piles to the required bearing value. 18'-3"x 14-7 6. Provide Iles of such length as required to develop the specified bearing AREA: 2roro sq Ft � P� 9 q P P 9 value, to obtain the specified penetration, and to extend into the cap or footing block as indicated. min length shall be 20 feet. 7. Install piles to the required penetration, or the required bearing, as indicated, Z except as specified in Article 3.04 C. Jetting will not be permitted unless O specifically approved by engineer for the location. O 8. When necessary to achieve the required penetration, drill holes of diameter (2)2 x 10 not greater than 90 percent of the average cross sectionaldimension of the pile at the depth being drilled, and drive the pile therein to practical w BCONTINUOLOCK NGUS refusal. 0 9. Complete backfill to the required elevations in the area which piles are to 4� O i-o - occupy before starting to drive piles.11 a (2)3x10 (2)3 X 10 10. Do not drive piles within 20 feet of concrete less than 7 days old. z O O ct3 2 x 10 @ 16"o.G. 11. Drive piles at interior of bases of footings before driving perimeter piles. H O (2)3X10 H -4 12. If necessary, provide adequate lateral support for installed individual piles to ^ prevent excessive temporary flexural stresses or movement of the pile top F^-� C-C out of tolerance. I�-•I PLANTERS A-A 13= Maintain the hammer coaxial with the pile during the driving operation by using a combination of driving cap and leads. 16-4" 14. Investigate any sudden decreases in driving resistance for possible breakage U B e of the pile if sudden decrease in driving resistance cannot be correlated to boring data or some incident in the driving, and it the pile cannot be N PILE DETAILS inspected, such decrease in driving resistance may be cause for rejection of .� .� 3 the pile. � 15. Re-drive an Ile which is raised during driving of adjacent piles, to original Y P� 9 9 J P' tip elevation. O 7� EXISTING DECK16-W O . Cut off piles at top elevation directed by engineer replace or repair piles '�i REA X 16'-1" 16whish are damaged when cut ofF �V1 AREA 263 Sq Ft O 17. Deviation from location of pile to be no more than G" inches for piles 00 10'-0"PROPOSED SIDE ADDITION perpendicular to the floor joists and 1" inch parallel to the floor joists. CC3 B LINE OF EXIST LINE OF 18. Piles not meeting ASTM D25 requirements will be rejected. Remove such Q PROPOSED piles from the site and re lace with sound iles. Piles broken under driving DECK TO BE ADDITION P P P :2292 2842 2 REMOVED ------ — -- — ---- stresses may be cut off and left in place if approved by engineer for the II (2)2 8 (2)2x8 (a x8 � _ - -� - �, location. Otherwise they shall be extracted and removed from the site. 27-0" 11 w Nn w7 N X 11 I N r 1 r 19. Fit timber piles with metal shoes on the tip when the area of the head of a BEAD BOARD o 1 1 1 timber pile is greater than that of the face of the hammer. Use a suitable o 01,E EXISTING GABLE i to 42"NATURAL ry LINE OF EXIST 1 cap to distribute the blows throughout the cross section of the pile. N g AND SIDING TO 1 N X COLOR i 1 DECK TO 8E I 1 in g P P o LIVING ROOM ry REMAIN , x � 2T-O"X 11'-1" t c� ry WHITE PAINTED REMOVED t o BEDROOM _� I �0 SHEET ROCK , ( 20. After timber piles are cutoff, threat cut surfaces in accordance with ca �, o i AREA: 299 5q Ft 1X t I i ,'�.i S¢ v iv 10'_2"x 12'_1" a LINE OF , I I AWPA M4. Remove cutoff sections of piles from the site and legally o AREA: 120 Sq Ft LINE OF i 1 co VINYL WOOD EXISTING 1 �" W. 2 WALLS '1� i i i i 1 N X LOOK FLOORS HOUSE dispose, w ° - EXISTING Y2 WALL v WINDOWS i Q dd DOOR TO BE i a0 1u1 u1i 1 I "O O / 1 � s EXISTING REMOVED 111 X `-1 P Cal ATTIC EXIST RIDCI� 5 n U 1 Iw w, , I Z(� A COLUMN TO LION 1 IF FII r X I I 1 `" V m .2 ACCESS , 1 i i I I a\ -- - - _ EXISTING_ RIDGE_ _--- _ 1 'PROPOSE EXISTING FRONT � ., (3)1 "X 9Y2"NI.L.I 1 0E I 1 f ry x I '� PROPC� ED ' ' ► Q , I CONSTRUCTION NOTES: HALLWAY DOOR WITH w i w I t CLOSET CLOSET �i — �� SCREEN TO BE 0 COLO 1 1 i i 1 1 O / PROPOSED 10"0 O i 1. Piles to be 10" inch with a 15 ton working load. Deck piles to be 10 ton -�- I I11 i c�� I 15 TON PILES(TYP) I working load. RELOCATED TO 111 , i O I X 2 NEW FRONT I� , I SATIN ,�REA EXCEPT AS NOTE 1 N ENTRY m OI s, I I AREA:1 1 2�9 Sq Ft i a , 2. Top of pile elevation shall be installed to obtain the finished floor required in I BATH I w1�. a ' 1 1 1 ' a ► I the Architectural plans. q U EXIST EXIST WINDOW TO 11X i i i i I = O a ELECTRIC BE RELOCATED TO X r = r I U PANEL NEW BATHROOM -- - ._J u' �' - ------- ; BEDROOM AREA: 50 Sq l 1 r�---- r----- m r------ I I 3. X-Bracing of the piles shall be installed in locations as noted in the pile plan, c� • r 4 , wooD 1 _ AREA. X 9'-1" 1 1R J ---- -+ 1 ------ details of the installation shall be coordinated with architect to conform -� m O l KITCHEN FLO s I � STEPS � , � AREA: 10ro Sq� LLL_ I I � 610 19'-3"X -5" TO ICN 0206 --1 TO BE I PKT OOR 1 REMOVED L------ 1 � architectural coverings if any. � AREA: 1815q Ft --, N BEAD BOARD '----- 4, All X-Bracin shall be 2 X 10 ACQ - 1 -' ' 1 1 ' i g � o MIN 42"WHITE @, _ r _ POWDER ROOM i--------i U O X 81 U') RELOCAlTED } RE-USE EXISTING FRONT 1 WINDO* DOOR AND SCREEN CHECK ALL POSTS 2 X 6 LEDGER BOARD p 1 1 RAILING AT FOUNDATION O BOLTED TO HOUSE WITH OUTDOOR LAUNDRY SHED in I 1 - _ PROPOSED 10"0 s t l 10 TON PILES /a"0 BOLTS @ 16"O.C. (STAGGERED) SHOWER 1 NEW ENTRY PORCH/DECK RE-DO BEAMS AREA: I I _ - ---------------- --- a `tI SCy I v >;►� � -yam ��i� EXISTING WOOD CURVED WOOD . ► 9,� � : ' ENTRY STEP 1 WALKWAY TO PLATFORMS �� I D BE REMOVED LINE OF PROPOSED c� i EXISTING WOOD SCREEN tri• ------------------------- ----- , '��" �.,: DRAWN: JM/MS ENTRY PORCH/DECK M1 - 2 T-9" 12' 8'-O" 2" w ..+ ' � WOOD WALKWAY NOTE. ' y� ` SCALE:AS NOTED 1 ALL PROPOSED WINDOWS ® �3 10'-O"PROPOSED 51DEIADDITION JOB#: TO BE STORM UNITS. -------------------------------------- --------------- SHEET NUMBER: 2 PROPOSED FLOOR PLAN n PROPOSED PILE PLAN A-2 REVISIONS: 8-26-16 —BfD set 9-25-17 Permit set RIDGES TO ALION;/-\ EXISTING HOUSE TO REMAIN EXISTING HOUSE TO REMAIN 10'-O" PROPOSED SIDE ADDITION RELOCATED EXISTING EXISTING DECK TO REMAINILL 11 FRONT$SCREEN DOORS WITH NEW COMPOSITE RAILING EXISTING LAUNDRY EXIST EXI. EXIST 2432 TO NEW FRONT ENTRY � SHED 4-4 L NEW COMPOSITE DECK AND RAILS II II II I - II II 1 III I I j I1 HT1 EXISTING 11 1 — — � — LAUNDRY - I J� _ _ LEE SHE IT I O PROPOSED ENTRY PORCH/DECK O GRADE I I I a EXISTING ENTRY STEPS I I i i i i ► I I I TO BE REMOVED t l I I 1 1 I I I I n 0 1 1 I I 1 1 I I I I hal 11 1 I I I I I I I I I I I I I I I 11 I 1 ! I I 11 t 1 I I I 1 I I I 11 I I I I I I I I I I I I I I j j I I I I I I I I I I 1 1 I I I I I I I I I 1 1 I I f l I I I I 11 I I I i i I I I I PROPOSED LEFT SIDE ELEVATION 2 PROPOSED FRONT ELEVATION .tale:1/4".1'-0" v Q C) 00 C� 24'-T' PROPOSED.IDE ADDITION 10'-O" PROPOSED.IDE ADDITION EXISTING HOUSE TO REMAIN PROPOSED ROOF.LOPE TO MATCH EXISTING cq - --- - _ STORM GLASS v ►n GRILLESF771 NEW COMPOSITE RAILINGS @ EXISTING DECKo °,° ;;� 1�11_lu :.Z. LAUNDRY -� EXISTING REAR DECKS TO REMAIN LULL I NEW COMPOSITE SHED � U � L cn DECK AND RAI ING 45-DH2842 _2_8_42_ 28_42_ __28_42 2842 2842 _2_8_4_2_ _______ EXIST EXIST o w r-TI--TT-'lr- TT- TI--rr -rr--rT TI--TT- -TI--TT- T- TI-- 1 g II '�I1 11 II II 11 11 1'I � I I I I I 11 11 11 I1� � mill" I 4 I 4t f I II I11 I I I I' Li IEXIST 61 II I II 11 II II II I 1 1 1 _ i i j I I I� - 1� Ili li III 11L JL=JL=JL=JL_JL-JL=JL=JL_JL=J--JL-JL-JL-JL-JL-JL-JL-JL.- I u u u - lu I I IIII I1�� C1) li NEW COMPOSITE RAILING GRADE GRADE U I I EXISTING DECK I I I I I I I 1 1 1 EXISTING REAR O 1 1 1 1 I I i i i DECK TO REMAIN i TO BE REMOVED i i 46 I I I I I I I I 1 1 I I I I E-- 1I I I I I I I I I I I I I I I 1 1 1 1 I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I U 1 I I 1 ! I I I I I ul) PROPOSED RIGHT SIDE ELEVATION 4 PROPOSED REAR ELEVATION 3 Scale:l/4".1'-O" Scale:l/4"-1'-O" �VKI`Ll ARc * N DRAWN: JM/MS SCALE:AS NOTED r s`< JOB#: r SHEET NUMBER: c� pF NE r REVISIONS: -16 BID set 9-25-17 ermit set 10-5-17 nsu anon EXISTING GABLE END AND SIDING TO REMAIN.ADDITION TO BE NEW ARCHITECURAL ASPHALT SHINGLES STRUCTURALLY ATTACHED WITH 15# FELT SHEATHING OVERLAPS AS PER NYS CODE AND LAG BOLTED DOUBLE 1/2" COX PLYWOOD SHEATHING FLOOR JOIST AND ROOF RAFTERS AS (3)13/4"X 9Y2"ML RIDGE (3) 13/4"X 91/2" ML RIDGE SHOWN IN SECTION A CONTINUOUS RIDGE VENT 2 X 8 ROOF RAFTERS @ 16" O.C. EXPOSED TIE BEAMS NEW ARCHITECTURAL SIMPSON H3 FRAMING ANCHORS @ 16" O.G. ASPHALT SHINGLES 8" S Y FO I SULATI N .6/INCH) R_28.8 CATHEDRAL CEILING WITH STORM GLASS 1 X 6 FASCIA BOARD WITH GRILLES VENTED SOFFITS (CONTINUOUS) EXPOSED TIE BEAMS GUTTERS $ LEADERS TO GRADE (TYP.) 1/2"GYPSUM BOARD @ CEILING 0 STORM GLASS I WITH GRILLES YELLOW CEDAR SIDING �- 15 # FELT 1/2"CDX PLYWOOD SHEATHING (A4! U S YELLOW CEDAR SIDINGYP-SU B 22X 4 -SOLE PLATE BEDROOM LIANG ROO L IP D I 2 X 4 STUDS @ INTERIOR PARTIONS @ 16"O.C. (TYP.) O� -- -- -- - - - - - - - - o ir IF T R COMPOSITE DECK$RAILS 2 3X10 m 12 ('TYPICAL) WATER BOARD TO MATCH O DOUBLE FLOOR 2 X 8 LEDGER BOLTED TO H--1 JOISTS LAG BOLTED HOUSE WITH%e"(d BOLTS TO EXISTING HOUS LID 16"O.C. (STAGGERED) 3/4" PLYWOOD SUBFLOORING 2 X 8 FLOOR JOISTS @ 16" D.G. R-28 INSULATION N U A PROPOSED SECTION A B PROPOSED SECTION B' .,..4 4" THRU VENT l u EXISTING GABLE 21v" V 00 END AND SIDING 2 �2CC3 TO REMAIN - -- - - - (3)13/4"X 9Y:'M. I 2 2 LAV. --- — —4— — -- — — — — — — — — — — -- — — — --- - 1st FLOOR o � p � ~ o F.A.I. r" O o m (4F. � E rn a� 6lry COLUMN NEW COMPOSITE f HOUSE TRAP O +� DECK AND RAILING COMPOSITE o LIVING AREA C.O. o DECK$RAILS x 70 SEPTIC SYSTEM w HALLWAY -LLLii4 X.H.C.I. DRAIN LINE o 0 © 4X4POST PLUMBING RISER DIAGRAM ,� U ,-+ a i d X X -z c!] � m `•1 41 0 GRADE N o w 2 X 6 ACQ DECK JOISTS C�16"O.C. 2 X 8 LEDGER BOLTED TO HOUSE WITH %e"o BOLTS 10"0 15 TON PILES 2 X 8 ACO LEDGER @ 16"O.C.(STAGGERED) BOLTED TO HOUSE WITH %e'0 BOLTS dP 16"O.G.(STAGGERED) Cn 10*010 TON PILES W 0 d N PROPOSED SECTION 'C' �PROP05ED SECTION 'D' � u WINDOW SCHEDULEQ 'A�v+'�` 5Q. FT. .�� ti ► '�G`,S, a' WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG# GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QUANTITY n WI 2'-95/8"X 4'-9%a" 2'-10Y8'X 4'-5Ya" DOUBLE HUNG ANDERSEN 2842 8.70 0.32 4.82 4.81 7 ,Y5 DRAWN:JM/MS 5 1 SCALE:AS NOTED W2 2'-5/B'X 3'-5/4" 2'-6Y8"X3, DOUBLE HUNG ANDERSEN 2432 5.40 0.32 3.08 3.07 1 'i JOB#: W3 T-1113/16"x 4'-10%4" 7-10%2"x 4'404" DOUBLE HUNG ANDERSEN 45-DHP4246-20 28.60 0.32 7.76 3.88 1 YA � `,r'' SHEET NUMBER: REVISIONS: 8-26-16 BID set NAILING SCHEDULE EXPOSURE "B" NAILING NOTES NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 3 -8d 3 - 10d PER RAFTER 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 -8d 3 - 10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 1rad PER FOOT. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK OVERFRAMING \ / 2X-4'WIDER THAN RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 -40d IBC FOR ADDITIONAL REQUIREMENTS. ROOF RAFTERS \\ \ I / OVER FRAMING RAFTERS 4:12 17- 16d 17- 40d 5:12 14- 16d 14 - 40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. \\ / 3/g"0 LAG BOLT @ 7:12 10 - 16d 10 -40d EACH ROOF RAFTER 9:12 AND GREATER 8 - 16d 8 - 40d SINIPS 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING / @ EACH OVE ANGLE RFRAMING / CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER I // RAFTER SLOPE: 3:12 22 -16d 22 -40d REQUIREMENTS SHALL BE USED. / 4:12 17- 16d 17- 40d / / MAIN ROOF F.-+ 5:12 14 - 16d 14 -40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT ROOF RAFTERS 9: 1 - 16 91 6 d 10 - 40d /� // :12 AND GREATER 8 - 16d 8 -40d REQUIREMENTS SHALL BE USED. COLLAR TIE TO RAFTER(FACE-NAILED) FALSE VALLEY RAFTER SLOPE: 3:12 7- 10d 7-12d CONTINUOUS RIDGE VENT CONNECTION DETAIL ' ct 4:12 6 - lad 6 -12d . TRIPLE STUD w +-) 5:12 4- 10d 4 -12d PER TIE ' CONTINUOUS RIDGE VENT r a ^^ �- 7: SIMPSON C520 @ 16"O.C. RIDGE TENSION STRAP (2)16d COMMON N H 6:12 AND GREATER 4- 10d 4 - 12d � °° SIMPASON C520 STRAP @,6"O.C. (8)8d NAILS EA. SIDE SIMPSON C520 @ 16"O.C. WRAPPED AROUND DOUBLE 2 X 6 RIDGE BEAM (SEE PLAN FOR SIZE) 2 (6)8d NAILS EACH SIDE O NAILS @ 6"O.C. FOR O BLOCKING TO RAFTER (TOE-NAIL-ED) 2 -8d 2 -10d EACH END RAFTER(SEE PLAN SILL PLATE FULL HEIGHT OF STUD U ROOF RAFTERS(SEE O� U PLAN FOR SIZE) FOR SIZE (2)2 X 10 ROOF RAFTERS RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 -16d EACH END ) (8)8d NAILS (2)5/B'0 THRU-BOLTS � SIMP50N L-80 F 2 X 10 SUPPORT FOR SKYLIGHTS 0 � O WALL FRAMING SIMPSON LUS210-2 HANGER EACH SIDE OF RIDGE BEAM (SEE .,. SIMP50N "HD5A" � l EACH RAFTER PLAN FOR SIZE) (4)10d NAILS(2) %"O ANCHOR BOLT H V TOP PLATE TO TOP PLATE (FACIE-NAILED) 2 -16d 2 - 16 @ 3' d PER FOOT RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE ; :.y: -0"O.G. (MIN T' /// (2)2 X 10 SUPPORT H EMBEDMENT) FOR SKYLIGHTS F-•� H TOP PLATES AT INTERSEGTIONa (FACE-NAILED) 4 - 16d 5 -16CATHEDRAL CEILING STRAP DETAIL 5/B'0 THRU-BOLT d JOINTS -EACH SIDE '•�.a,,.• SIMPSON LU5210-2 Q IN ACCORDANCE WITH 3.2.5.1. 2001 WWF HANGER STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.C. ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR HEADER TO HEADER(FACE-NAILED) 16d 16d 16" OG ALONG EDGES Z FRAMING DETAIL SKYLIGHT DETAIL SIMPSON H2 A TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 -16d 2 -40d PER STUD HURRICANE CUPS TRIPLE STUD @ 16"O.C. SIMPSON "HD5A" BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 -16d �`2 2 -16d 1'2 PER FOOT — — — AC4 EACH SIDE U BLOCKING (FACE-NAILED) C520 STRAP SIMP50N HD5A @ 16"O.C. Y6110 BOLTS • FLOOR FRAMING 1 ° 3"x 3"X Y4"ST. PLATE 4) SIMPSON AB44 MIN • Y,5"O THREADED ROD POST BASE SIMPSON H2 @ 16"D.C. JOIST TO SILL, TOP PLATE OR CARDER(TOE-NAILED) 4 -8d 4-10d PER JOIST 5/8°0 THREADED ROD SECOND FLOOR a/ Z SHEARWALL HOLDDOWN .• BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 -10d EACH END RIDGE / TOP PLATE 4 X 4 POST p BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 -10d EACH END CONNECTION DETAIL CANTILEVER DETAIL CONNECTION DETAILS (2)13/¢"X 11%"M.L. rr ll � ll • V h---1 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 -16 2 X 6 WOOD CAP SIMP50N HD2A d EACH BLOCK SIMPSON H210 HANGER @ 16" O� �O Y2 2 X 4 TOP RAIL '0 LAG BOLTS @ 16"O.G. • TRIPLE STUD 1 LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4-16d EACH JOIST �` 06 TRIPLE STUD (2)16d COMMON NAILS 4 X 4 WOOD POST @ 48" @ 6"O.G. FOR FULL TRIPLE STUD ct r--� JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 -10d PER JOIST HEIGHT OF STUD (2)16d COMMON NAILS @ . BAND JOIST TO JOIST(END-NAILED) 3 -16d 4 - 16d PER JOIST 2 X 4 BOTTOM RAIL CANTILEVER HOLDOWN DETAIL %" THRU BOLTS O O.C. FOR FULL HEIGHT Q DECKING OF STUD SIMPSON H-3 HURRICANE _ _ SIMPSON HD2A 5 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 -trod PER FOOT CLIPS @ 16" O.C. r y�"0 LAG BOLTS @ SIMPSON HD2A ROOF SHEATHING P.T. DECK JOIST �° 16"O.G. SIMPSON H-3 HOLD DOWN Ql THRU-BOLT @ % DBL DECK JOIST HURRICANE CLIP @ 16" (8)8d NAILS @ 1"t O.0- ---------- O o AT POST AC4 EACH SIDE STRUCTURAL PANELS: PANEL INTERMEDIATE 112 N v EDGES SUPPORTS SIMPSON 0210 ACG EACH SIDE s BOLT X 24"LONG in A 6 p INTERIOR ZONE 5 8d 10d 4" 6" 4 X 4 POST HANGER @ 16" ' . a /8"P1 BOLT X 24" LONG rn c� SIMPSON 6520 v PORCH/RAFTER/GIRDER STRAP @ 16"D.C. 0, m p PERIMETER EDGE ZONE 5 8d 10d SIMPSON PB44 POST BASE CONNECTION DETAIL ` ° ` p 4" 4' ..' (8)8d NAILS @ 1"t O.C. � GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 41, 4.,, 10"X 10"X Ys" , V n CEILING SHEATHING ti BASE PLATE FIRST FLOOR FIR FLOOR ' "�':`�:' LOAD PATH / FLOOR ST F OO GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE/10" FIELD " • a FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN v o w WALL SHEATHING (4)Y4.'O X 12" LONG .a : . 2'-0"X 2'-0"X 1'-O" PORCH/DECK/JOIST ANCHOR BOLTS FOOTING(TYP) STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTION DETAIL EDGES SUPPORTS FOOTING DETAIL INTERIOR ZONE 6 8d 10d 6" 6" W 4' EDGE ZONE 6 8d 10d6" 6" FIBERBOARD PANELS: 7/16" 6d 3 - 3" EDGE/6" FIELD ROOF FRAMING ROOF FRAMING 25/32" 8d 9 - 3" EDGE/6" FIELD SIMPSON C520 CONNECTOR SIMPSON C520 CONNECTOR DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2)H2 AT ROOF 46 N GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE/10" FIELD PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER CRIPPLE STUDS CRIPPLE STUDS C.J FLOOR SHEATHING � HEADER SIMPSON ST 2215 CONNECTOR HEADER SIMPSON MSTC28 CONNECTOR REp qRc STRUCTURAL PANELS: 1" OR LESS 8d 10d 6" EDGE/12" FIELD • HEADER STUDS NOTE: HEADER STUDS �N KEVIN UPLIFT CONNECTION IS REQUIRED AT GREATER THAN 1" ,Od 16d 6" EDGE /6" FIELD EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO * "� 4'-0"MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12'-0" N TOP AND BOTTOM OF CRIPPLES 'p TT I N I I I I I I I I I FULL LENGTH FULL LENGTH �0F DRAWN: JM/ N I I I I I 1( WALL STUDS WALL STUDS MS SCALE:AS NOTED flJp UPLI I I I SIMPSON ST2215 CONNECTOR SIMPSON MSTC28 CONNECTOR JOB#: II NNE TOR II II QUIP SHEET NUMBER: HEADER TIE DOWN DETAILSA-5