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HomeMy WebLinkAbout36227-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT a' TOWN CLERK'S OFFICE • �' 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#: 36227 Date: 3/8/2011 Permission is hereby granted to: ,Bridge-, 661 c/o Caroline Ciochetto 2320 Bayshore Rd Greenport, NY 11944 To: construct a new single family dwelling as applied for At premises located at: 53559 Route 25, Southold �,� (�J SCTM # 473889 Sec/Block/Lot# 61.4-9.3 Pursuant to application dated 3/3/2011 and approved by the Building Inspector. To expire on 9/6/2012. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,212.80 Total: $1,262.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Constriction: Old or Pre-existingcheck one Building: ( ) Location of Property. sG House No. l Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Zn 3 Subdivision Filed Map. Lot: Permit No. -77S(o,2,2:7 Date of Permit. _�5 `i5- ! Applicant: - aj,-Od '— Health Dept. Approval: Underwriters . pproval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: \ (check one) Fee Submitted. $ icant Signature FIELD. REPORT DATE COMMENTS FOUNDATION(1ST) Q} � �MMNNMP��wNI FOUNDATION(2ND) d� O CA ROUGH FRAMWQ& S�l m PLUMBING bbl T CJA INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS (� m o W TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 banning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. '�o�-� Check Septic Form XN.Y.S.D.E.C. XTrustees ,iFlood Permit Examined ,�,20, Storm-Water Assessment Form Contact: Approved 20 �� Mail to Disapproved a/c Phone.— Expiration V61 20 DE C Building Inspector APPLICATION FOR BUILDING PERMIT MAR — 3 2011 9 Date �"3 ' , 201L__ BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD T. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this,application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for Vissuance Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New Yoricable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for r ' ion as herein described. The applicant agrees to comply with all applicable laws, ordinances,building codend regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �� ,4 ATG,- Name of owner of premises E wv, (As o the tax •oll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License,No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 53S5-9 M A;.,3 S� 4- 25 = JTLO1 c� House Number Street Hamlet g County Tax Map No. 1000 Section Block q Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost J 7S,000, 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor o� L If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. '�. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front x1 ? Rear Depth Height Number of St6`ri6's j t l. r 8. Dimensions of entire new construction: Front 1-ft- Rear ; Depth Height ( � I�i Number of Stories �- -- 9. Size of lot: Front i 4,7 Rear Depth 03 10. Date of Purchase 3_ b o t (—Name of Former Owner iA,/): Town of Southold gErosion,$edimentatlon & Storm Water Run-off ASSESSMENT FORM � PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A � � g, STORM WATER,GRADING,DRAINAGE AND EROSIO CONTROI.PLgN s a —,94j.— -l�f6k tot CERTIFIED BY A DESIGN PRQFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION rrEM# / WORKASSFSSMENT Yes No a. What is the Total Area of the Project Parcels? _ (Include Total Area of all Parcels located within 7 '� Will this Project Retain All Storm-Water.Run-Off the Scope of Work for Pmposed.Construction) J O,,�0 Z Generated by a Two(2)Inch Rainfall on Site? b. What is the Total Area of Land Clearing (S.F./Acres) (This hem will Include all run-off created by site and/or Ground Disturbance for the proposedclearing and/or construction activities as well as all construction activW Z`7 Site improvements and•the permanent creation of (S.F./Acres) 'impervkws surfaces.) PROVIDE BRIEF PROJWr DESCRIPTION puma Aa6orwftes asN_deo 3 Does the She Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This _ Item shall include all Proposed Grade Changes and (_)► It- f VJ 40L)SK- Slopes Controlling Surface Water Flow. $ Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to D control site erosion and storm water discharges. This Item mustbe maintained throughout the Entine Constiuction Period. 4 Will this ProjectRequire.any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards E of Material within any Parcel? / 5 Will this Application Require Land Disturbing Activities / Encompassing an Area in Excess of Five Thousand (5.000"S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through-the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland dr Submission of a SwPPP i required for all construction activities involvings0H Beach? disturbances of one(1)or more acres;including disturbances of less than one acre that are part of a large=r common plan that wll ultimately disturb one ormore acres of land; 7 Wilt there be Site preparation on Exis)ing Grade Slopes including Constructiorr activities involving sol disturbances of i;ss than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC has determined that aSPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? f ( r Scor 's Shall greet the Minimum Requirements of the SPOES General Permit 8 Will Driveways.Parking Areas or other Impervious El for Storm Water Discharges from Construction activity-Hermit No.GP-0-00-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ��// t.Tire SWPPP shall be prepared prior to the submittal of the NOL The NOI shaft pe - ,_ submitted to the Department prior to the commencement of constniction activity. into and/or In the direction of a Town right-of-way? 2.The SWPPP shag describe the erosion and-sediment control practices and Where 9 Will this Project Require-the PlaeenientaMaterial, required,postconsiructon storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any complianceted i redw a the ani pollutants in i storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder dompgarlcewgh thg tents and conditions of this permit.In addition,the SWPPP shag identify potential sources of pollution which may reasonably be expected to affect the Area?(ihb item wm Nor induct•un i istagaasm ortA�Apmna) quatrly ofstorm vVaterdisdharges NOTE: NAnyAnswer to Questions one through Ninois Answered with a Check Mark 3.All SWPPPslhat require the post-bonstrudion storm watermanagement prad ice in a Box and the construction site disturbance is bl M ein 400o S.F.81 Acre in area, component shag be'prepared by a quareged Design professional Licensed in New York a Storm-Water,Griiding,Drainage b Erosion Control Plan is Required by the Town of that Is knoWedgeable in the prtndples and praelfces Of Storm Water Management Southold and Mustbe Submitted forReview Prior to issuance of ArWBugdingPermiL Mme: Af�"Mmk(,J)arW0rAruwerfor each Que$WnisRequired for a0ompletoApp8ealkn) STATE OF NEW YORK, ._,,`� /Votary Public COUNTY OF... . ¢�. ,State of New ........ ... .. :.....:.........SS No.01 SU6185M York Commission In Suffolk County ` mmissions / �-1 c� .........»».being duly sworn,deposes and says that he/she isethe pplidri pe mt That 1,.» . ... (Gwd iifrv"ra'u�"al srgili.....:......�i�..... And that he/she is the ...........1...�:�N. »....... Agent. Owner Cprpplafe .EtR) Owner and/or representative of the Owner or Owners,and is duly authorized t orm or have performed the said work and to make and file this application;that all statements contained in this applit::ttion ar a to the f his knowledge and belief;and that the work will be performed in the manner set forth in the application filed h Sworn to before me this; ..........s�..�! d.'.... ..»........_day of.�r ZZ411.1',, C ... 20.J..I NotaryPublic: ._.-...•.•• Ya.!w P....... ...»......... ................................................:................... (Signature of Applicant) FORM - 06/10 ti TOWN-OF SOUTHOLD CHAPTER 23G =- STORM WATER MANAGEMENT STORMWATRR POLL ON PREVENTION PLAN SM PP A. Cenerat T®wn of Southold Syyppp Requirements: (For Land Disturbance between 5,000&F and.1 acre in area) 1.The SWPPP shall be prepared prior to the.application for Building Permit. 2.The SWPPP shall describe the erosion and sediment control practices and where required, _ post-construc4ion storm watqr n agement-praclices that will be used•andfor ce]ftstructed til reduce the pollutants im storm water discharges and-to assure, o fiance with the terms-and-cortditlorra df Town Code Chapter 236 fbr Storm water Management prior to the issuance of a T-ownju*g Permit. In addition,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges 3.All SE'PPs that require a post-eonstmclaon storm i�rater management practice pomp®henf s1ia11 be prepared by a gualed design•professional that is knowledgeable in the priricigles'and perces o€- stort4 water"anagement and•treatrn�nt. . 4.The owner, contractor or operator must keep the SVWPPP current so that it at all times accurately document$the erosion*and sediment control practices that are being used tar will be used during construction,.and all post-construction storm water management practices that will=6e constructed an the site.At a minim ,,the owner, contractor or operaior shall amend the S'4-PP: a.whenever the current provisions.prove to,be ingffeetive in minimizing pollutants in storm water discharges from the.site; . b:whenever there is a ch angein desigt4•constructiQn,or operation at the construction site that- has or could have on p6eet on the discharge of pollutants;and P.to.address issues or.deficiencies identified during an inspection by.a Building inspector,or other regulatory authority. - 5.The tuilding Department may notify the owner, contractor or operatorat any time that the SWPPP. 'does not meet®ue or more of the minimum requirenients of the bWldirrg.pert t.The iiotrftca'tion shall be in i g and idemtify the pioviaiobs of-the Swi'Pl'that.�nec me bit.with 'fQurteer�(14) calendar days,cif such not cation,or-as otherwise indicated by the T.i n,.the. er,corift-actor or operator shall make the required changes to the SWPPP and submit written noti$t ion to the Towh. that the oranges five been:made.if the owner�.contractor or�op operator dQea_not respc n ttithe T€i 's t;ommen4.s in the specfled time framer tfie Town.maj issue ar stop tf order am sdspend the current wilding Permit. 6..Prior to-the commencement ofconstruction acdW the contractors)and subcontracto�r(s)that will be i .fo gontra�tororgwatoi Must identify replacing, pecfing and maintaining the erosioat and �fin 'G° u repairing; �t c©OM practices.included iti the SWPPP;and J�e contractor(s)and snbcoritraetor(s)that will be r construetton storm water mama $spons�le•ftir canstr{rutYng the post-' gement practices included iii the SWPPP . operator shl Have each of the contractors and aubcontract©rs The®weer, cori��r+ ®r or identify at least one person from their company that will be responsible for implementation of the Swl'PP. 7.The owner, contractor or operator shall have each of the contractors and-subcontractors identified in item##-6 alcove sign a copy of the following certification statement below before they commence any construction activity: "I hereby certify that I understand and agree to comply with the terms and- conditions of the SWPPP and agree to4inplement any correctiye actions identified by.the building inspector during a site inspection. In addition to providing the certification statement above,the certification page must also identify the specific elements of the SWPPP that each contract®r,and subcontractor will be responsible for and include the.name and title of the person.prmyiding the -signature;the name and title of the contractor responsible for SWPPP implementation;the name, address and telephone number of the contracting firm;the address(or other idea ' descri •tion Wig. P � ) of the site; and the date the certification statement is signed.The owner, contractor or operator shall attach the certification statement(s)to the-copy of the S WPPP that is maintained at the construction site.Ifnew or additional-contractors:are.hired to implement measures identified in the SWPPP after construction has commenced,they must also sign the certification statement and pi ottide the inforrnatiorr li�ted-above. 8: Erosion and sediment control component-All SWPPPs prepared pursuant to a Building Permit Application shall include erosion and sediment control practices designed to comply with Town Code Chepter 236 for Storm Water Management and implement site improvements for Emsiori and - Sedimeni.Control. Where erosion-and sediment control practices are provided;the owner, contractor or 6pieeq tor must demonstrate that, at a minimum,the erosion and sediment-control component of the °Towni�W.P.PP shall include the following: • F: Bftrouud•iuforrnation about the scope of the project,including the location, t} e and size froject;. - . • b ;site crap/construction.drawing(s)for the project,iricluding a general location map:Ata - " rriiz�imum,the site map shall show the•total site area;all improvements;areas of disturbance; areas that will not be disturbed• existing " F = bg vegetation;on-site and adjacent off-site surface wate -s wetlands and drainage patter's-that could be affected by the construction activity; }�; existing and final slopes; locations of different-soil-tykes with boundaries;rn�aterial,waste,:borrow or equipment storage areas located on adjacent -properties;and locatiori(s)of the storm water discharge(s); e.A description of the soil(s)-present at the site,including a test hole indicating depth of ground water, . d.A pnstruction phasing plan and sequence of operations descflbing the intended order of w. . . `. zQMtmQUon a©tiviUes,=includinng clearing•and.grubbing,-excdvadon and grading,utility and MONtructum installation and any other activity at the site that results in soil• -disturbance; e.A--description of the minimums erosion and-sediment control practices to be installed oi` implemented fox.each construction activity that will result in soil disturbance.Include a schedule that identifies the timing of initial placement or implementation of each erosion and sediment control practice and the minimum time frames that each praeace -should remain in place:or be implemented; E A,temporary and permanent soil stabil'rtion plan that meets the requiremen#s ofthe M®st current Versica of the technical standard,New York State Standards and Specifications for Erosion-and Sediment Control,for each stage of the project,including initial land clearing and grabbing to project completion and achievement of final stabfiizati- g.A site map/construction drawing(s)showing the specific location(s),size(s),and length(s)of each erosion and sediment control practice; l h.The dimensions,material specifications,installation details,and operation.and maintena ice requirements for all erosion and sed,nvent control practices.include the location and sizing of any temporary sediment basins and structural practices that will be used to divert flows from exposed soils; i.A maintenance inspection schedule for the contractor(s)to ensure continuous and effective operation of the erosion and sediment control practices.The maintenance inspection schedule shall be in accordance with the requirements in the most cltrrent version of the technical standard,New York State Stattdards and�pecifi�tions l"or� Sedifent Control;. ©sign and j.Adescription 6fthupollutidxt.prevention=mWes1fint will-be used to acintrQi lifter, construction chemicals and construction debris from becoming a liollutant source in the storm water discharges;. B: R ni�+eg SPl<'C' ttte ts:T f' vId Storm ter ou ion grey ion Plan: (For Land� fitrbsuce ietw16�0 5,046 aitd- acres�n reh� U s�-" MINIMUM-NTE-PkAN:REQUIREN(t:NT3: 1. Applicant inf©rmatiorovlde e,legal ad4ress,and telephone nu ber: 2.' Comtnort address, Suffolk Countjr rax Map Ike;and iegai description of site. 3. Signature and stamp of registered resign-Professional(Arehitect lniiaeer surveyor) rve or and/rot design/owner certitacatlori. Y ) 4. Vicinity wrap. 5 'Existing-and proposed mapping and pleas(Maximum scan of 1° 50 = 'orgfeater detsiG which illustrate at a minimum: ) ® Existing and proposed topography(mini dturri of 2 foot contours reeornmended); (D Perennial and intermittent streams and/ot Ndturat Water Couirse;. - 0 Mapping of.predominant soils and location'aftest-hole or site-specifie borehole investigations that have beeii performed; 0 Boundaries of existing predominant Vsgetai!Dn and pfopose-d.iitnf(S Ql,ele Location-olid boundaries:of res©Uri-Prpteion.:�rcas sdh as wotlds;likes, ponds, and other setbacks(e.g'. M liufl'b a dd riig-wateF weii setbacks; septic setbacks); .0ocation of existing and proposed roads, buildings, and ether'structure's; Location of exas#�ng and propos cd.utilities(e.g.,WaW,.sewer.ga$, electric)and easements; LOP-009n of existing add proposed conveyehoe.qrenis such.as gess ciaannets swales, storm dfa_ iw or other storrfi vrra er Blurs; ® Flow•paths; 0 Location of floodplain/loodway limits 9nd reJbttonslxip of site to upsirearn aid downstream properties and drainages; 0 Location and dimensionm Of liropoW ttanrtel ibodifrcatlons, such as bddgd or culvert crossings where applicable; . -0 Location, size, maintenance access, and limits of disturbance of proposed structural storm water Management practices, 6. Representative cross=sectioh and proflo drawings and details of structural storrnwater Management practices and conveyances (i.e., storm drains, open channels; swales, etc.) which include: 0 Existing and proposed structural elevations (e.g., invert of pipes, manholes, etc.); -0 Design water surface elevations; ,Q " structural details of outlet strubtures, embankments; spillways, stilling basins, grade control structures, copygyance c hannets, etc'-- 0' tc.-0' Logs*of test hole'investigations that have beeif performed indicating soil type and water table elevations along with a supporting geotechnical report-where . applicable: 7. Drainage Calculations for all structural components of storm water system to meet t Bhe minimum requirements of Town Code.Chapter.2�36 for Storm WaterManagement.' (e.g,, Catch-Basins,storm drains, op6h bhanrrets;swale�- a' t IVlariagement practices,etc.)for applecai le design st6fts including: C ) Existing condition drainage swale areas, runoff gtes;iqwantities of rurroff generated by impervious surfaces, stormwater velocities; aid surface water . elevations showing methodologies used.and supporting calculauons; C) Proposed containment ares, runoff rates, volumes, velocities; water surface elevations, and routing.showing the methodologies used and supporting calculations;- = 0 'Final sizing calculations far structural storm.waterManagement practices including, contributing drainage area, storage.capacity, piping•and outlet configuration; Q Final analysis of potential downstream impact/effects of project, where necessary; 8. Final landscaping plans for structural storm water Management,practices and any site re€orestat on or re-vegetatlon. 9. Strudfural calculations,where necessary.. 10.Applicable construction specifoations. . 11.Enosloh"and sediment control plan iiat-at a rhiriHum meets the regtgromenfs of the laaal-8roslon;and 8ederhent CQn#0 duideIihes. 12.gequence of construction. U.Mairtteriarfce plan which will include: I ® Name,address, and phone number of responsible parties for malhtenanae; (� Description of annual rrtainten2�nce tasks; Q Description of applicable easements; " . ® Minimum vegetative ver requirements; 0 Access and safety issues; eues; 0 Testing and disposal of sediments that Al likely be necessary. 14.Evedence of acquisition of all applicable local and non-local permits. 15.Evidence of acquisition of all necessary legal agreements (e.g., easements, covenants, land trusts, etc.). TOWN OF SOUTHOLD, NEW YORK DATE...-q/30/Sl ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2843 by application Dated June 10, 1981 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. Robert W. Gillispie III as agent for Appellant Phebe M. Bridge Estate at a meeting of the Zoning Board of Appeals on August 6, 1981 the appeal was considered and the action indicated below was taken on your aX Request for variance due to lack of access to property N.Y. Town Law Section 280A ( ) Request for a special exception under the Zoning Ordinance (Xj Request for a variance to the Zoning Ordinance Art. III, Sec. 100-31 be granted ( ) be denied-a3ursuant„to.-Article ..._......._..... Section ................... Subsection ................. paragraph ............... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because Application of Phebe M. Bridge 7tszte, c/o Robert W. Gillispie III as agent, P.O- .:Box,.1jX?,, Q=bhold, NY,3197.1., -for a Variance to New York Town j-aw„_MMrtz m=8:0A, Suhserat;inn :3, and for a Variance to the Zoning Mrtdi wffae, -Article .III,, Section 100-31 for approval of insufficient -area of proposed Parcel No. 1, approval of insufficient area and width of proposed Parcel No. 2, approval of access of three proposed parcels at the south side of Main Road, Southold, NY (R-O-W off south side of Main Road, west of boundary to Burns Real Estate) ; bounded north by Dubovick, uagerman, mown of Southold, Burns and S.R. 25; west by Schnei- der; south by Bridge; east by Cummings, Scott and Methodist 2. YBIXMC;>�7�424X4xDhxixxLie7�fo's3�W[77!$rxXilXCdXFo6e'!d', 3FiZGff (aX�}f?{e'�Ynffi� P'fill'i � X( ar-`wo�tiXuce practical difficulties or unnecessary haKHdi3i#d[X Church; County Tax Map Item No. 1000-61-4-2 and 9. (SEE REVERSE SIDE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE SIDE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE SIDE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. CG:lk ZONING BOARD OF APPEALS FORM ZB4 Appellant by this appeal seeks: (1) approval of access to two parcels in a proposed minor subdivision over a 20-foot wide right-of-way labeled No. "3" on survey mapped April 21, 1981 submitted with this appeal; (2) approval of insufficient area of each of the two parcels, 27,546 and 28,475 square feet; (3) approval of insufficient width of Parcel No. 2, to wit, 127.11 feet. Parcel No. 1 is improved with a two-story framed house and accessory garage. Parcel No. 2 is vacant. In considering this appeal, the Board determines that the variance request in relation to the code requirements is not substantial; that the circumstances herein are unique and the practical difficulties have been shown; that the grant of the variance would not produce a substantial detriment to adjoin- ing properties; that the difficulty cannot be obviated by a method, feasible to the appellant, other than a variance; that no adverse effects will be produced on available govern- mental facilities of any increased population; that the relief requested will ;be .in harmony with and promote the general purposes of the :zoning code; and in view of the manner of which the diffi:curty arose, the interests of justice will be served by allowing the variance. i On,mot-xnn:vb_yMr. Goehringer, seconded by Mr. Douglass, it RESOLVED,,-tliat a variance be granted as applied for in Appeal No. 2843, application of Phebe M. Bridge Estate, SUB- JECT TO THE FOLLOWING CONDITIONS: 1. That Lots 2 and 3 as labeled on survey mapped April 21, 1981 submitted with this appeal, be combined as one; 2. (a) That such access road shall have a width of not less than 15 feet and shall be cleared of all trees, brush and other obstructions to a width of 15 feet. (b) That such access road shall be improved in EITHER of the following two methods: (1) Surfaced with a minimum depth of four inches of packed three-quarter inch stone blend so as to afford access for emergency vehicles. Such stone blend may be either applied to the ground surface and shaped, or the surface may be excavated to permit the application of packed blend to a depth of four inches; OR (2) Shall have topsoil removed to a depth of eight inches and then filled with eight inches of a good grade stone and sand bank run. The surface shall then be covered with a layer of two to four inches of three-quarter-inch stone blend, or in the alternative oiled with a minimum of 4/10ths of a gallon of road oil per square yard. (c) No building permit or certificate of occupancy shall be issued for the construction of any buildings or structures on the premises to which this access is referred until all of the conditions set forth herein have been complied with. i (d) Where the terrain of the land over which such access i Action of the Zoning Board of Appeals Rendered August 6, 1981 Appeal No. 2843 - Phebe M. Bridge Estate road is traversed is such that drainage problems may occur, the applicant shall be required to have constructed such drainage facilities as may be recommended by the Town Engineer. (e) That the access road be approved by the Town Engineer, Town Building Inspector or Board of Appeals as to meeting the above -requirements. 3. That this matter is subject to referral to the Suffolk County Planning Commission pursuant to Section 1323, et seq. of Ithe Suffolk_LLounty "Charter. 4. That this matter is subject to approval of the Southold Town Planning Board_ Location sof,Property: "Right-of--way off the south side of 1 Main ?Road„ u8cemthdld,, 'my; -Parcel .1000-61-4-2 and 9. Vote of :-he .Board: Ayes: Messrs. Doyen, Douglass, Goeh- ringer, Sawicki and Grigonis. APPROVED ! Chairman Board of peals DECEIVED AND FILED BY THE SOUTHOLD TOV'v 11 CL`s117 DATE/Wy/ HOUR 9:30.41 Town Clerk, Town of S old ;Y•',�f,',•5,^•sis'a�" t4'�3:ir'•� tYr,"=dr`< rv'4-:a: =:?'v'"j:'''�s'",�,'�,".+,i+Jw+..',�"+,;�.,,;:�i, ,'w.jai"m;;nt ;v,�: -.s xvi f�- <say� ,, ,�s,''4.—_.�',:�,•:`y,. j,•`Y�?rY`k�7r'�X";l-;.P,.yam„_,�: ,..i�- -"'s_;,.c tk.. `x�s'? t.e�,"'':^::;%. : :'s,, , e,a S.C.T.M. NO. DISTRICT: 1000 SECTION: 61 BLOCK: 4 LOT(S):2&9.1 LM m 8010-06--0093; SUBJECT TO COVENANTS & RESTRICTIONS LIBER L12G2£Z �, e NC' �ibc��v0s�o PAGE ZLl2 - f 0 4w S U. C)P-� , LL.da. LIBER X12617 3.z EXISTING WATER MAI ®-_ Fi'LEV. 22.5 � - RAGE 7 45 _ d rMAIN ROAD (S.R. 25) OL ANDYROOAM i.5' N 600 0' E BROWN 1, LOAMY w 0 WELL IN HOUSE 3.3 167.51 I I; PROPOPSED WATER SERVICE W 360' TO WATER MAIN PALE BROWN 'r- Q I IW r- !" METER TAP & 1 1/2" SUPPLY LINE (PLASTIC PIPE) MEDIUM xTO 3 COARSE SE to rN 67 SW SAND 00 I I a Q I° LAND N/F OF WALLACE LEACHING POOL CHURCH PUBLIC WATER IZ \ F uLEACHING POOL I APPROVED IN ACC0RL)xPdvVii i n Ljumw OF No WATER 17' z REVIEW DETERMINAT ION DATA - i011B-19-06 LAj LEACHING < 1 N 61028'30" E w EL 2 /Z 36'30" W \ '172.59' 41.90' cn _ PIN 1 EL 24.4 EL 23.3 EL 16..5 W J �\ EL 20.5 m � W W p. Q U P. Fr £ J a 0 a Q FND \ EL 20.0 i EL 23. I IEL(24.0) EL(24.0) -� \t 24' O u 40' ` `� W RIV PROPOSED z I I EL 22.6 DEWAY \ 0I EL 22.5 � I O % PROPOSED CA VACANT I I 2STY.W/CEL . FR \ EL 19.8 L7. 0" E 5O FFL EL(25.0) FE.t.t'E X - I EL 21.5 EL 15.5 lirN Y cp S+ Y to J d EL(22.0 O 150' ? I EL(22.0) EL 17.0 p Z CO I: L.P. NIW.9 c-i' w Q -J ���Y 11 a •a w 6PO0l5 8' D ' IA y; I J pw LL 20.0' L • LIU li CL 18.6 EL 18.2 EL 18.2 - IEL 15.0 MQN W Z O S 6036'30" W EL 17.7 EL 15.0 234.22' g NYT 150' 03 UP WELL UP P LAND N/F OF GEORGE BRIDGE m1 PsaRTIViEM i OF HEALTH SERVICES 7 P;.71,i.iT7 i, 4 R (k`P G'V,%1, OF 6'0N6TRUCT10N F0 A It'Ir:is FAW,ILY € :0iDENCF.ON LY ` VVter �ie,�� F =- , ��� se1�i�ev. �s�a, ° 730 Zola �,�w, Rr;, I0. 110-y6-ooq S 11�0{t�.�Ou�s y Dept. �� � � -_ ,.JU lei F�f'i�L it'i:L� c G II X352 57b 105 eC 0�(�)BOO - TO schedu FOR MAXI BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL REVISED 7-19-10 ADD UTILITY EASEMENT THE WATER SUPPLY, WELLS AND CESSPOOL REVISED 6-2-08 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ---d.� REVISED 4-28-08 AND OR DATA OBTAINED FROM OTHERS. AREA: 38,062 S.F. OR 0.87 ACRES ELEVATION DATUM: ____ASSUMED _____________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. ' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP.; mow' MAP OF: ADVOCATES ABSTRACT INC.; FILED: COMMONWEALTH LAND TITLE INS. CO.; SITUATED AT: SOUTHOLD TOWN OF:SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. Box 3, Mattituck, New York, 11952 PHONE (831) 298-1588 FAX (831) 298-1588 FILE #26-76-2 SCALE: J"=30' DATE:DEC. 14, 2007 _ N. Y. S. LIC N0. 50227 maintaining the records of Robert J. Hennessy MAIN (STATED MINOO SUBDlVISICN _ mfiwooe MAce FR:)Q -� PNEBE M. B2 ES T47-E t ®®® SOUTHOLD � On S«L!c Co�xvtY,NY. Z A W ' t 0 It Z71 r t Seale:50''1, HAdE�'MQN J AreAY� 1.30Taewa pNp. J N p nwnumePf+ c1; N f Z7,5-% 2 1m l I / 26.475.4.f+. t --------- t, 1799 w f J `O 3 P — J f .t► �' W Z Iij y ' ' 8. H2(pc3fE � �� �•' I Suffot(c Cou„tfy 7h�c Ma�A:siyrtal;on: a* lol-4a b.furHtr OUJ41vldid; \ Waller-Jhwy I �4flt ad e�sfura wttt euai s6 f e4.mftw f od*pk sp*4. Mar" ' /"r'� `.� - � SMAIRIMW2�Ali[➢AnOH O,AOUnIGI. `�P ,� � 10 iHli LRYEr IS A VSOIATHHI q ' SnTIOM 1109 q Mt rllW ro,t STATI FLSICA7IDN UW A CMw THIS sulvir AIA/HOT"All, ��1 w• _. , w orco 113 W&OSSM S'AI.SHALL H.;r rt CgOew To Y A VALHI f.lq Cqr l/.• EI\Y..,F.A��/- GUA9A,rtE(S IHgCw,.°wA^-H 9YM Yf��lA...,C orar ro TH:rsl..,p¢Yn Cr y rWylY n MlA6D-A.n o.,MS r-uu TO Me Mm \ THIf OOni/II,T-GOY.b.M,MAt A4lMCY A.Ir c-la..Yrrq•�a.a,ia�l0:fit !•ra,aG D3ia,IT,pI.W S SSiDY.ASiD LACAT[Q1V MAP na.a y:.s Sycpc artrot �Yr�V Al•�••—�.; ,Sol l+Md1RA,I. ��� nsaorl t�6rn0Apgt q SrN:tfilrr Date: 3/2/2011 Time: 3:13 PM To: 6316964550 Page: 02 '4 CERTIFICATE OF LIABILITY INSURANCE 3i2i20 1Y' �'' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Ext: (631)736-7500C No.(631)736-7619 Industrial Coverage Corp a1CNNo 62 South Ocean Avenue A RIESS: PRODUCER 00002991 CUSTOMER ID1k Patchogue NY 11772 INSURER(S)AFFORDING COVERAGE MAIC# INSURED INSURERA,Merchants Mutual Insurance Co. 23329 INSURER B Merchants Preferred Ins. Co. 12 901 D.E.R. Concrete Contracting, Inc. INSURER CGraphic Arts 25984 P.O. Box 97 INSURERD.First Rehabilitation Ins. Co. INSURER E: Selden NY 11784-0097 INSURER F: COVERAGES CERTIFICATE NUMBER:�MSTER 11 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADL SUBR POLICY EFF POLICY EXP WLIMITS LTR INSR VD POLICY NUMBER WMR WDDIYMHYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occur ence) $ 500,000 A I CLAIMS-MADE IOCCUR BOP1045615 1/31/2011 1/31/2012 MED EXP(Any one person) $ 15,000 X Contractual Llab PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OPAGG $ 2,000,000 1-1 POLICY X jET LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB X $ 1,000,000 (Eaacciderd) ANY AUTO 7AP9258852 /31/2011 1/31/2012 BODILY INJURY(Per person) $ B ALL OWNED AUTOS BODILY INJURY(Per acc� $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per acadent) X NON-OWNED AUTOS $ X $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DEDUCTIBLE $ A X RETENTION S 10,000 kM9141810 /31/2011 1/31/2012 $ WORKERS COMPENSATION WC STATU- OTH- C AND EMPLOYERS'LIABILITY x TORY I S Y J N EIR ANY PROPRIETOR/PARTNER/EXECUTNE E L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? NIA 172725 2/31/2010 12/31/2011 (Mandatory In NH) El-DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E-L DISEASE-POLICY LIMIT $ 5 00 000 D DISABILITY )BL76026 /16/2005 ontlnuous StatutoryLrrruts DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Certlfmcate holder 1s included as additional insured 1f required by written co�tract in accordance with the terms and condltlons of the policy. CERTIFICATE HOLDER CANCELLATION I ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 P.O. BOX 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 Michael Romeo/kMGE ACORD 25(2009109) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(2oo9os) The ACO RD name and logo are registered marks of ACORD REScheck Software Version 4.4.1 Compliance Certificate Project Title: New ranch residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: NY Robert Criscito Robert Higgins Architect Roberts Custom Homes Wading River,NY 631-208-3351 A • ® 4 s' • I° 1 I Compliance:13.1%Better Than Code Maximum UA:237 Your UA:206 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. � �d�,re ' s.l�"�' �;5'�t <' ` • i p " •� - • ,. e •P o 1'}C �tM Ceiling 2:Flat Ceiling or Scissor Truss 1272 30.0 0.0 45 Wall 1.Wood Frame,16"o.c. 1152 19.0 0.0 58 Window 1:Wood Frame:Double Pane with Low-E 140 0.330 46 Door 1:Solid 21 0 400 8 Door 2:Glass 21 0.330 7 Floor 1.All-Wood JoistlTruss:Over Unconditioned Space 1272 30.0 0.0 42 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date RF44 '� i • 6 � jLi i V Project Title:New ranch residence Report date:02/28/11 Data filename:C:\Users\Admin\Documents\COPY D 1104%uilderslcriscito\private rdlenergy FOR RANCH.rck Page 1 of 3 �tr rREScheck Software Version 404.1 Inspection Checklist Ceilings: ❑ Ceding 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-tactors,describe features: #Panes Frame Type Thermal Break? Yes No Comments. Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1 Solid,U-factor:0.400 Comments- This door is exempt from the U-factor requirement. ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subftoor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type tC rated with enclosures sealedlgasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Project Title:New ranch residence Report date:02/28/11 Data filename:C:1UserslAdmin0ocuments\COPY D 1104budderslcriscitolprivate rdlenergy FOR RANCH.rck Page 2 of 3 Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. F-1 All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Certificate: El A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:New ranch residence � Report date:02128/11 Data filename:CAUsers\Admin\Documents\COPY D 1104\builders\cdsclto\private rd\energy FOR RANCH.rck Page 3 of 3 3 • y`gj��y 2010 New York • r `. Conservation Construction Code Certificate Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Mill MOM 1,71- ®ao e Window 0.33 Door 0.40 NA 9, 96"P, Heating System: Cooling System: Water Heater: Name: Date: Comments: GENERAL CONSTRUCTION NOTES22. Windows in buildings located in Wood-Borne debris regions (areas within- 9. Basements with habitable space and every sleeping room shall have hurricane prone regions within 1 mile of the coastal high water 1. All construction shall conform to the 2410 New York State Fire at least one openable emergency escape as follows: line were the basic wind speed is 110 miles per hour or greater Sill height of not more than 44 inches above the floor. or 120 miles per hour as per figure R301.2(4)of the New York State DECKING Prevention and Building Code effective December 28, 2010; A. Minimum net clear opening of 5.7 square feet. Residential Building Code shall meet the requirements of the large Which includes but not limited to the folllowing: Except grade floor openings shall have a minimum net clear Missle test ASTM E 1996 and the ASTM E 1886 2010 Residential Code of New York State, 2010 Building Code of NYS, 2010 opening of 5 square feet. TYPICAL Simpson each or New York State Ener Conservation Construction Code, 2010 plumbing code, p g q referenced therein. Energy p 9 B. Minimum net clear opening height shall be 24 inches. (values are nominal design 3-second gust wind speed in miles per hour) Equal at each FLOOR SYSTEM post to Deck Joist 2010 fire code, 2010 mechanical code, 2010 fuel gas code, 2010 existing building C. Minimum net clear opening width shall be 20". CUT code, 2010 property maintance code of New York State. D. emer anc escape and rescue openings shall be operational LENGTH ALL CODES shall su ercede the drawings and shall be incorporated into the g Y Pp A. EXCEPTION: p 9 from the inside of the room without use of keys or tools. Wood Structural panels with a minimum of thickness of 7116 inch 12" Min drawings WHETHER they are indicated on the Plans or NOT. and a maximum span of 8 feet shall be permitted for opening Simpson H2.5A @ 10. No back-fill shall be placed against the foundation walls M 2X DECK JOISTS-see plan Joist to girder 2. The reference Standard that was utilized in the Design of the until the first floor framingis in lace or brace the foundation protection. Panels shall be precut to cover the glazed openings 2 x ACQ Treated Nailer Board the structure is the AMERICAN FOREST& PAPER ASSOCIATION p with attachment hardware provided in the table below. CLEAR (one size larger than joist) Label all panels and store in a clean dry area of the house. La Bolted to framing Simpson BCS Post Ca Wood Frame Construction Manual for one and two family dwellings 11. Double joists under parallel partitions and under whirlpool tubs. g g with �� p P 2001 Edition. 800-890-7732 THIS MANUAL shall p p p Attachements shall be provided in accordance with the table S 1/2" diameter HOT DIPPED ;� or Equal at each post ( ) Double around openings in floor and roof framing. as follows: be incorporated into the drawings WHETHER they are indicated galvanized bolts at 24"o.c. staggered. Nail each Joist 4x4 POST on the plans or NOT. 12. Metal flashing shall be installed were concrete abuts wood, B. Fastener Schedule for wood I plywood panels 'r Use 1-1/4" Metal gg SEE Foundation Plan ( 1 and were decks abut house framing. p p to Nailer with HOT DIPPED V 3. Written Dimensions take precedence over scaled dimensions Coil Strap 20 Gage with TABLE R301.2.1.2 12 Min 6 8d common nails at each Joists Hangers 13. Install joist hangers at all flush structural load bearing conditions. ( ) at each joist. TYPICAL STRAPPING FOR Simpson AB Galvanized 4. The contractor prior to the start of construction shall verify all Fastener Panel Span Panel Span Panel Span in EACH END at DECK CONSTRUCTION adjustable post base w/ dimensions, existing or new and be responsible for field fit. 14. ALL habitable rooms shall be provided with aggregate glazing area Type Less than or less than or less than or EACH Stud. 6-10d nails to post& of not less 8 percent of the floor area of that room, and the minimum equal to 4 feet equal to 6 feet equal to 8 feet DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO 1/2" x 7"anchor bolt into 5. The mechanical systems, electrical and plumbing systems openable area to the outdoors shall be 4 percent of the floor area being PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. concrete footing shall be installed in accordance with NYS Fire prevention and ventilated. Refer to Code section R303. 2-1/2"#6 Wood 16 inches 12 inches 9 inches WALL TO WALL STRAP ,Z Building Code as listed in general note#1. All systems are to be Screws on center on center on center designed, installed, specified by the g eneral contractors; HVAC, 15. All window and door headers to be 2-2x10 unless noted otherwise. electrical or plimbing sub-contractors. Electrical certificates are to be provided the electrical contractor. 2-1/2"#8 Wood 16 inches 16 inches 12 inchesUJ p 16. Vent dryers to exterior and bathrooms shall have mechanical ventilation Screws on center on center on center CEILING OR FLOOR JOIST ,,n where no window is provided on a separate switch. DIRECTION V J 6. All New Footings shall bear on Virgin, undisturbed soil with a minimum This table is based on a maximum wind speed (3-second gust) �,,. bearing capacity of 2000 pounds per square Foot. All Existing footings shall be 17. Guardrails are required where the difference in GRADE is more than ENDWALL Attach to Rafters with O ��• O 36" below grade Minimum. It shall be the responsibility of the general 30 inches and openings in guardrails shall be less than 4 inches apart. of a 130 miles per hour and a 33 foot mean roof height. contractor to verify the depth of all existing footings disturbed by construction. Handrails are requried on stairs with 4 or more risers. (R311.5.6) 1-1/4" gale. x 20 gage Fasteners shall be installed at opposing ends of the wood A ENDWALL coil strap with (6) 8d common �. `�• A O7. Poured in Place concrete shall be air entrained; 5% < 7%total air 18. R313 Smoke Alarms: Shall be listed in accordance with UL 217,installed as per structural panels. Floor and Ceiling JOISTS nails in each end at each rafter. content by volume and have an ultimate compressive strength at the NYS Residential code and NFPA 72. Shall be provided in each sleeping Room, Where screws are attached to masonry or stucco, they shall .� 28 days of 3000 psi. Except exposed slabs, garage slabs and steps outside of each separate sleeping area in the immediate vicinity of the bedroom BLOCKING- be shall be 3500 psi. All work shall be in accordance with the 2010 be attached utilizing vibration resistant anchors having s p and on each story of the dwelling, including basement and cellars. Alarms TYPICAL p g shall be interconnected and hard-wired to a commercial source. minimum ultimate withdraw capacity of 490 pounds. New York State Fire prevention and Buildin Codes. �� All Concrete shall conform to the latest ACI standards. WHENEVER an alteration, addition, or conversion is made to an Existing 2- 48 IN OL OL to Residence, the smoke detection system of the ENTIRE residence must be DESIGN LOAD INFORMATION 2-BAYS IN ° ° 8. Base design value for visually graded idimensional lumber: Joists, studs brought up to code, hard-wired and interconnected. A. Ground Snow Load: 20 psf BLOCKING at 48" on center Rafters and All Framing lumber shalll be DOUG-Fir#2 or better, B. Rooms other than sleeping: LL = 40psf, DL = 10 sf END WALL BLOCKING DETAIL SECTION A - A ° E=1.6, Min. Fb for dimensional lumber as follows: 1350 psi (2x 4), 19. Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting p g' p p 1215 psi(2x6), 1242 psi (2x8), 1140 Ips! (2x10) and 1035 psi (2x12) circuit with no intervening wall switch. Battery-powered alarms are not allowed. C. Sleeping Rooms: LL = 30psf3 DL = 10psf FOR FLOOR AND CEILING BRACING E CO alarms are required within each dwelling unit on each story containing a D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf N.T.S. °� o ALL EXTERIOR LUMBER Shall be ACQ requiring the following: BLOCKING SHALL BE PROVIDED PERPENDICULAR TO ALL FLOOR FRAMING q 9 9: sleeping area,within 15 feet of the sleeping area. And on any stroy of a dwelling E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED ay o L cc M N a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D unit that contains a carbon monoxide source. Refer to R313.4.2 for exceptions. F. Decks: LL = 40psf, DL = 1 Opsf AT A MAXIMUM OF 4 FEET ON CENTER. RAFTER TO RIDGE STRAP L -� o Q OR STAINLESS STEEL. - a) b. Use Copper flashing Only against ACQ Lumber Sill Plates G. Exterior Balconies: LL = 60psf, o (n � c L) a) i� c pp 9 Y g 20. FLOOR DIAPHRAGM BRACING. Blocking and connection shall be provided at r e L o M o. • c.) All Structural connectors i.e. simlpson strong-Tie or USP, etc H. Guardrails and Handrails: LL = 200psf 0 . A. En Cr_0 panel edges perpendicular to floor framing members in the First TWO bays of framing p � o a c ay Y shall be Hot-Dipped Galvanized nor Stainless Steel. and shall be spaced at a maximum of 4 feet on center. Nailing in accordance with I. Guardrail balusters and panel fillers: LL = 50psf -c (D a a) L) s d.)ACQ Above Ground (.25), ACQ (Ground Contact(.40) Nailing schedule. J. Attic without Storage: LL = 1 Opsf, DL = 10psf In o 21. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be K. Attic with storage: LL = 20psf, DL = 10psf o : o E o installed in accordance with the manufacturers latest installation details, L. Stairs; 40psf 2-16d Common o c u ai � Corner Studs m �5 o ch N a i I i n g Schedule o r Lateral and ear Framing connectors, Alllowable Hole diagrams, specifications, etc. "� nails at 10�� o in o '- -Q E "Micro-Lam" Design Stresses: E = 1.9 x 10 6 Fb= 2 600 psi, Fv= 285 psi m o E O o • g p p Refer to NYS code R301.5 for all Live Load foot n otes Slde Wal I Connection re�ulrements o.c, corner UPS RT10 ANCHOR �- V o o Er .,, , . ROOF SHEATHING ATTACHMENT REQUIREMENTS ENERGY NOTES HOLIO Holdown Typ stud connected at each Rafter. With Holdovers are required at EASED ON TAE3LE 3.1 OF THE WFCM 2001 EDITION BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION fBlocking not shown to transfer shear each end cf a perforated *uplift (6) 8d x 1-1/2" nails in Rafter = 1. The Architect certifies that to the best of his knowledge, p (8) 8d x 1-1/2" nails in plate8d Deformed 2.1/2" nails shall be used for attaching plywood and wood belief and professional judgement, the drawings are in compliance for clarity shear wall, When fulI hei ht NUMBER OF NAIL SPACING g (6) 8d x 1-1/2" nails in Stud DESCRIPTION structural panel roof sheathing to framing within minimum 48-inch with the Latest RES-CHECK report for the 2010 New Yoirk State Energy 5/8�� SST Sim sonCOMMON NAILS shearwalI segments meet at = 585 lbs Qdistance for gable end walls Conservation Construction Code. p11- O Anchor 53olt 4 a corner. A single holdown W N ROOF FRAMING 2. All construction shall comply with the 2010 NYS Energy Conservation coupler rut assembly -�"� shall be 'permitted to be 0 3 - second gust Wind Speed @ 120 (MPH) construction code. The authority having jurisdiction shall be permitted 1-1/4" x 20 Gage Metal Coil RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER Used t0 re..tst overturrir to determine an energy efficiency program to exceed the.energy T Sill on 9 Strap with (6) -8d common nails Z �• CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST SHEATHING LOCATION Spacing At panel At intermediate efficiency required by this code. yp Typ Wood forces .in both directions in each end. catch jack studs O to p 9 p Conc Fdn wall Floor Framir when the walls are fastened per p and window or door Header. H CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-160 EACH LAP (SEE NOTE A) edges edges in field 3. All HVAC, Plumbing & Electrical systems shall meet the NYS Energy Code. g detail, Typical each side and ALL W U � It shall be the responsibility of the General contractor to submit E Core Fdn wall I CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-160 EACH LAP INTERIOR ZONE 12" o.c. 6" 6" LJJ in detail the design; calculations, drawings,written statements of the mechanical, windows and doors. O Z _ COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE 16"o.c. 6" 6" air conditioning, ventilation. heating systems (new, existing or upgraded) SIMPSON HDU8 CORNER HOLDOWN Cn z PERIMETER EDGE ZONE 12"o.c. 6" 6'1 stamped by a professional engineer if required by the Owner or Building Dept. AT BUILDING CORNERS NTS RAFTER-TO-STUD CONNECTOR & W Z Z BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END --J _J0 "o 16" o.c. 6" 6" 4. Additions, alterations or renovations: shall comply with tlhe 2010 NYS ECC Code JACK STUDS TO HEADER TIE = Q RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END O and chapter 11 of the 2010 NYS Residential code. N.T.S. 0Y ~ 0 RAFTERS To RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER Fasteners for asphalt shingles shall be galvanized or stainless steel, W W LL at aluminum or copper roofing nails, minimum 12 gage shank with a 5. All residential work shall meet chapter 4, Residential Energy Efficiency. = Z ---I U) RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER minimum 3/8" inch diameter head, the fasteners shall penetrate Compliance of Insulation and fenestration requirements per table 402.1.1 OCC U II-ANI `` ` AOR U W Q- through the roof sheathting and comply with ASTM F 1667 Hurricane Tie A UNLAWFUL i nn (JO 0 M WALL FRAMING at each rafter i�6�� I�? �I���--r�WF��. All asphalt shingles shall have self-seal strips or be interlocking, I-., t�.3 TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT and comply with ASTM D 225 or ASTM D 3462 '' :r":.;� f ; RTF I(; T TOP PLATE AT INTERSECTIONS(FACE NAILEID) 4-16D JOIST-EACH SIDE For normal applications, asphalt shingles shall be secured to roof i.. '`'` i STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER with not less than six fasteners per strip. DO NOT PROCEED WITH HEADER TO HEADER(FACE NAILED) 160 i6"O,C. ALONG EDGES ItT , FRAMING UNTIL SURVEY o NOTE A: For roof and wall sheathing within 4-feet of the perimeter OF FRAMING UNTIL LOCATIONVEY `� w TOP AND BOTTOM PLATE TO STUD 2-160(max,wall ht; 10') EACH STUD WINDOW HDR edge of the roof, include on each side of the roof peak, HAS ~,= �;' ;,. _,_�, .iN Q TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht; IV to 20') EACH STUD the 4-foot perimeter edge zone attachment requirements cv � v BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT shall be used. �- ELECTRICALq C/) O DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET WALL SHEATHING ATTACHMENT REQUIREMENTS _ 1-1/4"x 20 Gage Metal Coll INSPECTION REQUIRED m � OF END JOISTS,FACE NAILED IN LAPPED AREA 8-160 Strap with (6)-8d common nails BASED ON TABLE A-3.11 OF THE 2001 EDITIONin each end. catch jack studs w O CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D Maximum Nail spacing for 8d common nails *---and window or door Header. u_ Z CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c. along each edge Typical each side and ALL APPROVED AS NCTED windows and doors. ; BUILT UP CORNER STUDS 16d 24"ON CENTER 3 - second gust Wind Speed @ 120 (MPH) DATE Y 1 B.P. #3f�,) 7 TYPCIAL ELEVATION BUILT UP GIRDERS AND BEAMS, 16d '** BY �9�=-�-- �s - 2-INCH LUMBER LAYERS SHEATHING LOCATION Spacing At panel At intermediate WALL TO HEADER STRAPPING NO rIFY BUILDING DEPARTMEN i ,� (SEE NOTE A) edges edges in field nts 765-1802 8 AM TO 4 PM FOR THE ••� ** T Z NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP 12FOLLOWING INSPECTIONS: "o.c. 6" " 1. FOUNDATION-TWO REQUIRED " " AND BOTTOM AND STAGGER NAILS.2-NAILS ATE EACH INTERIOR ZONE 12FOR POURED CONCRETE END AND AT EACH SPLICE 16O.C. 6 12" 2. ROUGH-FRAMING,PLUMBING ..� 4-FOOT EDGE ZONE 12" o.c. 6" 6" STRAPPING, ELECTRICAL&CAULKING 16"o.c. 6" 6" _ 3. INSULATION FLOOR FRAMING 1 1/4 x 20 gage G-185 4. FINAL-CONSTRUCTION&ELECTRICAL 1/2 structural plywood Hot Dipped Galvanized Strap I - MUST BE COMPLETE FOR C.O. UU NOTE A: Panel, Attached to with 6 -8d common nails ! PLUiBINGr.t. ALL CONSTRUCTION SHALL MEET THE wall sheathing within 4-feet of the corners, the 4 foot perimeter ( ) AL PLUMBING WASTE -� JOISTS TO SILL,TOP PLATE TO GIRDER(TOE(NAILED) 4-8D EACH JOIST edge zone attachment requirements shall be used. Frame in accordance at each stud, wrap under sill &WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW M with Table IR301.2.1.2 and nail to back of each sill. TESTING BEFORE CQ�IER;NG YORK STATE. NOT RESPONSIBLE Fr)R Cl- >'- BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END for exterior panel siding, galvanized 10d box nails may be substituted Residential) code of Strap may be attached OVER DESIGN OR CONSTRUCTION ERRC�:; 4 Z BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END for the common nails NYS the plywood OR directly to RETAIN STORM WATER RUNOFF.. ¢ c PURSUANT TO CHAPTER 236 c '- M BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK Studs. - w FLOOR SHEATHING ATTACHMENT REQUIREMENTS WINDOW (UNIT - OF THE TOWN CODE. _� ,=D :F r ,n. rs m00 LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST r �� �° ; J �'• N Shall be attached with a minimum of 8d common nails PLUMPER CER T/F/CAT-/Q,rVr ,� O = T' JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST spaced at a minimum of 6-inches on center on ON LEA C r;�;P! r`. . CO panel edges and 12-inches on center in panel field. TENT REF(-i i E �,y �► p 9 p CERTIFIG;'i �-E-G; ;:;r r-(ir,1lVCY BAND JOIST TO JOIST(END NAILED) 3-160 EACH JOIST 7/4 io ; �► rap strap under SOLDER U..':::�. I BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-160 NOTE 1 PER FOOT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PLYWOOD STORM PANEL ,' ,` ,- sill and Nail to S_UPPLYSYS;��,'�; SHUTTER DETAIL I;;III - back of Sill F XCF_F_D 2/10 OF 1:'' ' _ O �L.-AD. NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL SUBJECT TO DAMAGE FROM I � , • �` SHEATHING NAILED 6"ON-CENTER AT PANEL EDGES. GROUND WIND SIESMIcFROST WINTER ICE SHIELD Refer to General Note #24.b ---� SNOW SPEED DESIGN LINE DESIGN UNDERLAYMENT FLOOD for Panel CEILING SHEATHING ATTACHMENT REQUIREMENTS LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARD fastener requirements. FOUNDATION-SILL-STUD Gypsum wallboard- 1/2"thickness: 5d cooler nails spaced 7" on edge and 10" in field 20 LBS 120 B SEVERE 3'-0" MODERATE VYTE 11 DEGREES YES NO STRAPPING SEE ALSO: Table R702.3.5 of the NYS Coide for Min, thickness of Gypsum board. TYPICAL EXTERIOR WALLS TABLE R301.2(1) Residential Code of NEW YORK STATE Ice and Water Shield consisting of TYPICAL ROOF CONSTRUCTION Glass A Asphalt roof Shingles Vent thru ROOF i I Vent thru ROOF 2-layers of underlayment cemented with six fasteners Shingle. together or of a self-adhering per g BATT-1 01 KITCHEN BATH #2 polymer modified bitumen sheet, LVL RIDGE IBMIce 4 Water Shield. 15 Lb Underlayment Felt, shall extend from the eave's edge 11 T 1, g Framing As per plans with 1/2 exterior -� Continuous Ridge Vent 11 2 I 2 to a point at least 24 inches inside grade plywood Sheathing, Nailing to the EXTERIOR wall line of the Building, g 2x4's a 16" cc framing in accordance with the -- I I ( 211 I I I Collar Ties in the fastener schedule and uplift Strapping I I I I I I I I upper third of attic space details on Drawing -1, 12 LAY WC Shower SINK DW WG LAV TUB/ TYPCIAL SOFFIT CONSTRUCTION. SHOWER ( 12" overhangs-typical N6" Wood fascia d 6" Wood rake boards, IST FLOORT __ __ Full Frieze Boards and cover all fascia', to In Alum, 1-1/2'" 311 211 211 211 3" 2 _38 l Vented Vinyl Soffits II R-19 Batt Co 0 Batt insulation CO insulation O TYPICAL EXTERIOR WALL 2 x 6 Doug-Fir Wood Studs im 16" on center. 4" 3" (Bedroom #2 HALL Bedroom 01 2" -_________ ll Double top Plate and Single Sole Plate, ! ----------- ------- smoke alarm smoke alarm Exterior Grade 1/2" Plywood Rated Sheathing Fastened per schedule on drawing-1, tyvec House " Wrap or equal, Vinyl Siding. WM INSULATION SCHEDULE U uplift Strapping installed in accordance with Flat Ceiling R-38 - --- WFGM 2001 manual and details on drawing-1, Vaulted Cetlin BASMENT Floor unheated spaced.......................R-30 0' o;• TYPCIAL FLOOR CONSTRUCTION Exterior Walls 2x6...............................R-19 ., 3/4" Plywood Span Rated Subfloor, ,, nn 4" FAI All Glazing .........................................0=.33 -30 Batt LVL GIRDER Bridging t ical = �JJ U ' o; g g yp 0 Glued and Nailed to glazing., U=.40 1. insulation install as per code accordance with the fastener schedule, o 2" Doors-less than 5090 lazin d' Doors-greater than 5090 glazing.........U=,33 "6 0 o Floor Joists and Bridging as per NYS Code, n ' co c0 Co :� �ASEME1�lT .; !�— _ V. INTERIOR WALL FINISH TYPCIAL FOUNDATION CONSTRUCTION 4" concrete slab '' X11 Provide 1/2" Gypsum Wall Board on celings , , '77-77-770-7p . , Q.. __ _^ 8" 3000 psi Air Entrained PLUMBING RISER DiAGRAM CIHT CONNECT TO A NEW and walls except basement walls and unless — — — — — — — _„ — — — — — — — — — — — — — — — — — Poured concrete p •° wall on 16" x 8" Poured Concrete Wall Footing. SUFFOLK COUNTY DEPT, noted. Moisture Resistant Wall Board on Exterior- Damproofing, 2- 2x6 treated 5111 Plates, NOT TO SCALE OF HEALTH APPROVED Ceiling and all walls in Bathrooms and Sill Seal And Termite Shield, SANITARY SYSTEM, Fire Rated wall I Board located as perSECTION .. A SEE OWG-1 FOR Anchor bolts per Foundation Plan ! code and drawings, ii _ 11 AND NAILING SGHE STRAPPING DETAILS S and Uplift Strapping per WFCM 20101 manual SCALE: 114 V-0 and details on Drawing-1. Wood deck with PROVIDE HDU8, HOLDOWNS ON EACH END OF WINDOW AND z 0 0 = o 36" high wood rail i �z and steps to grade DOOR OPENINGS 6'-O" OR GREATER. r--------- Z�J� 1- W (closed risers WITH - HDUS RNID AT A W U� C7 wCrzi;z? a refer to 42'-O" BUILDING CORNERS 42'-0" ; °z o w° W a Drawing-1 ----------- ��- - -- 41_3/211 5'-S'.L" -7'-2" 12'-D" ; Q W o z�o Z z strapping - - -- -- -- - 2x6 deck Joist 16" oc on,-To 00 details =': I wo=za�'o 2-2x8 treated girder ; =o 1 o l o a a----- TW2032 TW2032 TW304ro typ, nailer � � see page-1 for strapping � <z W����W m - ------------------------- ------------------------------------------------------------------------- -, r- -r------------- --------n h ---------------------------------------------------------------------------- ---------------- I ¢- a ' I I _- ' i- -, W w z D o I LL 1 ��ritnU?C!O %1 I I d C + r- I d , o • d D d ' a + • p d o + • d p ♦ • d p ♦ d . a • • d p ♦ d p +�I• d p d p •, 1 3-1/2" x 9-1/2" LVL j ----� 2-2x8 _ 2-2x8 2-2x8 1 r----------------------------------1----- ------------------------------------------------------------- ' ------- --- .#i I I u -==___' \� u p I TYPICAL ANCHOR BOLT 5 11 u S'-1" (0 Ill 2'-O" 51 p ' g'-9" 3 " iy 0 u 14'-0" 5! " - ; o ; 1/2" 24" on center- maximum u - I 0 • O ' ' a Vent Clothes Dryer I embedment of 7" with 3" x 3" square washer, _ s N _ - BATH#1 10 # _ �' in accordance with Hold 12" off corners and hold 4" to 12" off D vault clg _ Bedroom 1 - 1�; D . N ca .• Qk 1 1 I Code Section M1501 �, ( _ Q, , each end of each sill plate, Uplift strap I (] 0 KITCHEN O O oC ° i smoke alarm _ v =1� Chapter 15 - Clothes 2 = connections at all bearing walls, = See dwg-1 L FAN m ; N �; ; dryers Exhaust 0I N� ; �; w TYPICAL FOOTING/COL U U FAN - 11 O 2 -1 0 0 0 .d a 0I 24" } M >x 24" x 12" Thick, poured QL X: ° ' x 11 N Q � i Ni ° Q I Concrete footin 3-1/2"— N' U' N CA �t ATH#2 x x I 1 cYl g X x O N N ; ; a Diameter steel column. N N post vault clg , , �4 I D. I I 11 1 II 1 II II ; O ; h ; � 12'-O" LVL - ,� ; b 4 1 "i -10 81-411 81-411 81-411 7 -10 I 1 I 10, — 3-1/2" x 11-7/8" LVL Flush iv 2'-O" 1 LCA `� a lvl post— ost I ; �x 2,_4„ 1 -�0 21_8„ ��- _ ; D'. ; r-- oveyl r-- --3-1/2" x 11—'i/811 LVL pa � M Q O ; With knee wall to- — = r------- -�9, HALL 4'-O" � O � -' -----------------'-- - ---� ---- � � � - ------ - � _ � � ° � p � � O I support rafters '� `n �,Q ; ' ° ; i i i i' i i ; ; + ;r , _' O QM pp (la 12 LVL Ridge 5 ���_ 5 p � I smoke alarm ,•1 ' 11_"'t-J VJ 1 �—' , ; • •_-"__a _ r--___• �__--_, r_.r___. I I •.Q 1 m �,J O LR- 11 ; m 1 N z Q 4 3 ___ CO alarm , , `_------- - 1 I V I `- I 1 u 2 -hIII CV , 1 I c'{) BASEMENT D 2'-�'" 21-�'" '�i---• o ; SMOKE ALARM 0 4" cone. Slab installed in accordanice o LIVING ROOM ° - o _>�o_�u � - 1 1 I I to - m id 5(9d a ALARM co _ with Section R506, Provide bridging a Factory Built fireplace insert VAULTED CEILING-,: to � � - p � _ = 1 � I U N - as per code typical all spans. I . and metal flue shall be installed in p Q - O u - u room 2 ; O D, ; <[ 0 -------- 0 j�/� ° accordance with chapter l0 _ L �' O room 1 11- ; V ; Z _ -__ 2x4 Frame Around the i li D ; �♦ p ,, - smoke ala m i i a I (�/ �' ��t L Staircase From Floor 1 n of the NYS Code. Size to be -- N smoke alarm ' r i i Provide 8/8" TYPE 'X' N c� - -' to Calling. Treated ; determined by Owner. O i " - II I 11 'a ---� i Fire Rated Gypaum wall ; �1 I r � 3/� 3 -0 3/2 g h I a 1L ' — "� shoe and sheet-Rock ' ' /V�^ h U 0 VI 4 ; Board above the fumace N ----- Inside Wall allin Minimum. wall v U - , I as per New York State Code, .-� g �Q N Ido -4 cv _4 tJ ------- 2'_j" Z � 9'-," - a o _ Cl)10 LL Q () V 0 ^ 2'-Q" 4 ; O �`" Simpson HDUS Hold-downs, ' i i _ W �, v I I ��-- _ , , 1 �y Typical ,r�. M 1 I N Q Drawing-1 detail sheet for I � r '7 x W � 1 I Q 1 x ' � O � r n u ' cx cx,, `Q ' I OiL TANK detail ' ; ; '�,( �"'� N 3-1/2 x 9-1/2 LVL iYl D• ----- -------------- -------- --------- --- --------- ----- ---------------------------�------------ ' ---- ------- 3-1/2" ° W � L �— m x 9-1/2" LVL 3-1/2" x 9-1/211 LVL ; - III `;- Q y LO I 1 I . v 4 . p • 4 . •. . v a • v • 4 v . v 4 . v •. •. 4 • 4 v •.I•. ♦ v . v . 4 i �T� C'/ ______- _________--,-____ ___-----_________________________..___-- _________--_____-_____ _. ____-- __..__- --_ �________ _______�---________._. .________-_ ._. ____-___---. -____. I � moi.. � "_ � PROVIDE PHD5 HOLDOWNS TW3046-2 O i ,_yTypical Nailer W C O TW2l P4046 TW2046 TW304ro-2 _ 2x8 or 2x10 treated nailer m � cv CJ _ ON EACH END OF WINDOW AND � j _�- ,� lag bolt to frame with '�" bolts --_-�=- . o M Wood deck with �� DOOR OPENINGS 6'-O" OR. GREATER. `- _ _ 1 At 24 on center with teco ,y(; ' -, . WITH - PHD-5 AND SDS 14-1/4X3 WOOD 36'" high wood rail '�' ` ' � � � � and steps to grade Or use 2x2 ledger board. A SCREWS BETWEEN WINDOW - WINDOWS, FWH, FWG iDOORS AS FOLLOWS: g (closed risers 11 TYPICAL DECK FOOTINGS OPENINGS ON FIR, FLOOR - 42 -O Pians Incite-ate ANDERSEN series 400 DH 2x6 deck ,joist 6 16'" oe "' se made( numbers. Provide Loin-E glass 8 round concrete poured pier SECURE TO DBLE II 2-2x8 treated girder 1�T 1=1�OOR ='� �1 And use the footings to virgin soil, 4 -ACC, g [_ JACK STUDS WOOD DECK S Smoke Detector and HiSh Impact resistant glass in all windows post, Galy Post anchor- 42 see see page-1 for strapping refer to C.JGA� s 1�, 1 _O c Carbon Monoxide Detector and exterior doors with glass. See details on drawing-1 R nls�'Q � X� Drawing-1 Refer to general notes #21 FOUNDATiON PLA1�l g for strapping and uplift detailstrapps AREA' 1260 SF and * 22, connections, SCA ii �dsau. 1.,.�. 1/4 - 1 O Xm Ridge Vent Ridge Vent 3ilia (Y m O 0z o d) l 00 OL 1 1 I 1 1 I`---"-, '-----• Wood steps and lanoling FINISHED GRADE `----- ---- �����ww I I I 1 to grade, handrail anld Guardrail to code WINDOW WELL I u ciJ u I WINDOW WELL i I JJ AS REQUIRED CONNECT ; ; ; ; AS REQUIRED CONNEC4 TO 3'I DRAIN TO DRYWELL I I I TO 3" DRAIN TO DRYWkLL 11 I Ii II I I I I I � 11 11 1 1 ._ I — — — — — — — — — — — -- — _. _ I— — — — .- I — — — — � —t. — J— t_ .1. Wv c� ? w�z�z? a mF-"'ZO> tL RIGHT ELEVATION LEFT ELEVATION Woz0z a°f w�W � a �U-WiC�1-m �no F.U' Q zz SCALE: 1/4" - V-0II _ ���Qa°aY SCALE: 1/4" - 1 '_011 '< ��1=-zQzz� S0LL.CoL)0<. UWO}¢I-}} WZWCl CX0 -W <Z WWI-Wmm W Q4.ZQF" �ri12�0 =u. �l1fnU?CJO Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof (RiO01.(o) O O Ridge Vent , Ridge Vent Wood Framed Chimney 1211 RAKE � d SPHALT SHINGLES ASPHALT SHINGLES OVERHANG > LU W >L 12" RAKE OVERHANG - - y" fQ A 00 W Vinyl Siding O cn z 0�Hlii d OLE -- - - --4-- to -- z FINISHED GRADE I I I FINISHED GRADE I •-- 0 I I I Wood steps and landing I I Wood steps and landing I = -C I I I to grade, handrail and i I to grade. handrail and I W o CL I I I Guardrail to code I I Guardrail to code I U L Z I I I I I I •� � � -- I — — — — --- — — — — — — — — - - - — — — -- — — — — — — — — — — — — — - - — — — — — — I — I I I I Q >CY) T J— — — — _..- —L= = - _.., — — — — �=r.J I � I _.. I I^I _ __ � � � � ` ) W r , co REAR. ELEVATION FRONT ELEVATIONA O► _ `eta h LO co SCALE: 1 /4" - V-0" SCALE: 1/4 .�