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HomeMy WebLinkAbout36687-Z gOF TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 36687 Date: 9/13/2011 Permission is hereby granted to: Schwerdt H P Revoc Trust 2720 Cedar Ave Southold, NY 11971 To: construct additions & alterations to an existing single family dwelling per trustees as applied for NDtO 0 .( Lt[ / At premises located at: 440 Oak Ave, Southold SCTM # 473889 Sec/Block/Lot# 77.-2-1 Pursuant to application dated 8/18/2011 and approved by the Building Inspector. To expire on 3/14/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $722.00 CO -ADDITION TO DWELLING $50.00 Total: $772.00 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 2l10 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for.the building.. "6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) rion-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 150.00,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 $1.5.00,Commercial $15.00 Date. 9 �� New Construction: Old or Pre-existing Building: ' (check one) Location of Property: y(J 6 a t Sb Z I—ZA,CJ�� House No. Street Hamlet Owner or Owners of Property- Suffolk F PS f ps/)e /e 'U is r` Suffolk County Tax Map No 1000, Section Block Lot Subdivision ]] Filed Map. Lot: Permit No. (�.$ Date of Permit. - / - l Applicant:_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant ignature FIELD INSPEON REPORT DATE COMMENTS FOUNDATION(1ST) � �O FOUNDATION(2ND) y ' z 0-3 � o O ROUGH FRAMING& PLUMBING (� y INSULATION PER N.Y. STATE ENERGY CODE ' Y FINAL ADDITIONAL COMMENTS C O � z e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 4 Check _ Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20_d_ Storm-Water Assessment Form Contact: Approved9/A, .,20y Mail to. bu) f&Y Disapproved a/c Phone: Expiration �n 20 7 3 5 �f l U E BuildingInspector D P AUG 18 2011 PLICATION FOR BUILDING PERMIT BLDG.DEPT. Date 1 U , 20_U TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing Iocation of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire.if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises ro Idhwe�d�' (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No: Plumbers License No. Electricians License No. Other Trade's License No. �w� Lt �� �G''�A 1. Location of land on which proposed work will be done: a1ao deda►yr Ale wes G6Ako (A House Number Street Hamlet County Tax Map No. 1000 Section Block — " ' " ' Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int fided use and occupancy of proposed construction: a. Existing use and occupancy Sin ei "t Vl �z 5 I o�eiUl b. Intended use and occupancy PO r�j kt i j k l oo r 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I( 0,6V-0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each,floor. If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front t 4 Rear a ti Depth 1� 6 ti Height lP�3" - Number of Stories slv��l DimensionscIf same structure with alterations or additions: Front 2`f� 7 h Rear d� a Depth 0 -5 Height ��✓ - Number of Stories ' .': 8. Dimensions of entire new onstruction: Front �`��' Rear a�i j � Depth P Height 5'- " Number of Stories 9- 9. Size of lot:Front Ob Rear Depth C�0 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOL 13. Will lot be re-graded?YES NO-Will excess fill be removed from premises?YES NOA 14.Names of Owner of premises eC K w t r d 4 Address O-t 6 1 Phone No. Name of Architect 'D&X k1495�4 Address Phone No 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.PERMIT MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. t) 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO� *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) a bw (ilk being duly sworn,deposes and says that(s)he is the applicant (Name of in ividual signing contract)above named, CONNIE D.BUNCH (S)He is the I(S( Notary Public,State of New York (Contractor,Atent,Corporate Officer,etc.) Qualified in S k County Commission 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 to before me this �A day of 20 j Notary Public Si a of A pheant Albert J.Krupski,President �S� �►c Town Hail James King,Vice-President �O �(� 53095 Route 25 Henry Smith P.O.Box 1179 Artie Foster Southold,New York 11971-0959 Ken Poliwoda Telephone(631)765-1892 'y1j►►Ol �a0� Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 12, 2000 Ms. Susan lE. Long S.E.L. Permits P.O. Box 46 East Marion, NY 11939-0046 RE: TIMOTHY & NANCY HILL SCTM#77-2-2 Dear Ms. Long: The Southold Town Board of Trustees does not routinely grant permits for structures for applicants on property not owned by the applicant. Mr. Hill 's proposed dock is located on property not owned by him. The application for a structure should be made in the name of and granted to the property owner. The area that Mr. Hill lives in is unique in that his property is not adjacent to Town underwater lands. Very truly yours, 0(44 f a Albert J. Krupski, Jr. President, Board of Trustees AJK:lms a.. s.� ,�� „tea+ }:ice'mmms,T..,.*'•r ".l�T.�..T.A,�C��.STi.�"F..�T'! z :.x''.�. a.2'aS.`STa'S;�'' .��•''.tTw�^'Tic��J BOARD OF SOUTHOLD TOWN TRUSTEES s t, I SOUTHOLD,NEW YORK PERMIT NO.7570 DATE:JUNE 22,2011 ISSUED TO: HAROLD SCHWERDT&PATRICIA OSTER R ` ` , PROPERTY ADDRESS: 440 OAK AVENUE,SOUTHOLD �3 - SCTM#77-2-1 r: AUTHORIZATION ° Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on ,= June 22,2011,and in.consideration of application fee in the sum of$250.00 paid by Harold Schwerdt& ° Patricia Oster and subject to the Terms and Conditions as stated_ in the Resolution,the Southold Town Board of _ Trustees authorizes and permits the following: ; Wetland Permit to construct a second-story addition over the existing dwelling and rebuild existing exterior walls; with the condition of a line of staked hay bales with silt fencing is installed prior to construction; and as depicted on the site plan prepared by Nancy Dwyer Design Consulting,last dated May 23,2011,and stamped approved on ' v June 22,2011. " IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, . e and these presents to be subscribed by a majority of the said Board as of this date. s o�gOF OjJt 7 ca cc W ! J 0 • - of � �� ;:- `ir h�,.:....".°�} 'i-acria�crac:::.«;ag �,kr t'�..rer�ssua�L',�'��s�r.^ttt'.."`` u `,y."".,!�.z;>• 1is.'�."°�iv''�;%�'%vR1'.. .'�`�� '"",.,r.?3x•.'"��` ^'la •"':�ss:"Sa'��'CF �,� `' S'...J " '-'a id. �... 3° „� '� •_,�,,.• •`. �'.ea '.. a ;�.. New York State Department of Environmental Conservation Division of Environmental Permits, Region I _ SUNY @.Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 •Fax: (631)444-0360 Website: www.dec.ny.aov Joe Martens Commissioner TIDAL WETLAND LETTER OF'NO RMSDICTION Harold Schwerdt August 12, 2011 2720 Cedar Ave Southold,NY 11971 - Re: Application#1-4738-01455/00005 Facility—Cedar Ave, Southold SCTM#1000-77'02=01 - - — - Dear Mr. Schwerdt: Based on the information you submitted the Department of Environmental Conservation has determined that the property landward of the pre-existing (prior to 8/20/77)bulkhead, as shown on the survey by Roderick Van Tuyl dated 1973, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit.is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, I/V ark Carrara Deputy Permit-Administrator cc: Nancy Dwyer Design Consulting,Inc BOH-TW File I I ask Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.TJL*: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A f� 1000 sTO1tARdAIATDe"R.GRADING.DRAINAGE AND EROSION CONTROL PLAN District i obi CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. i i i SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKEN ASSESSMT_ Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain AN Storrn-Water Run-Ott I (include Total Area of all Parcels located within . the Scope of Work for Proposed Construction) a 0-0 Generated by a Two(21 Inch Rainfall on Site? ` (S.F.mores) (This item will include all run-off created by site i b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed I', S Site Improvements and the permanent creation of i construction activity? '(3.F./Apes) impervious surfaces.) PROVIDE BRIEF PROTECT DESCRIPTION tt�-m A rum,.,K-fto 2 Does the Site Plan and/or Survey Show All Proposed — Drainage Structures Indicating Size&Location?This ❑ I �I Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. - —� 3 Doss the Site Planaperr Survey dscbt � OnGG�e . � o P t be the / n control site erosion and sto water discharges. This ►�`�` Ej 1't: rm C�.I,V item must be maintained throughout fhe Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there Is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities " Encompassing an Area In Excess of Five Thousand a (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the F-1 Site? Is this Project within the Trustees jurisdiction General DEC SWPPPRequirements: or within One Hundred(1W)feet of a Wetland or !I Submission of a SWPPP Is required for an Construction activities Involving soli Beach? we part of a of one o or more saes; inducting ly disbano n of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes F-1kc are part of a larger common plan that will ultimately dlstrrrb one or more saes of land, Which Exceed Fifteen(15)feet of Vertical Rlse to including Construction activities involving soft disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES pemdt Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit S Will Driveways,Par)dng Areas or other impervious for Storm WaterViseharges from Construction activity-Permit No.GP44o-09.) Surfaces be Sloped to Direct Storm Water Run-Off a 1.The SVVPPP shall be prepared prior to the submittal of the NOL The NOl shall be into and/or In the direction of a Town right-of-way? submitted to the Department Prior to the commencement of construction activity. 2 The SWPPP shall describe the erasion and sediment control practices and whore g Will this Project Require the Placement of Material, required,post-canstrumon storm water management practices that will be used aruyar Removal of Vegetation and/or the Construction of any constructed to reduce fhe pollutants In storm"rater discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with fhe terms and conditions of this permit In 801don,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area?(mar it m wai NOT mdada vw Insmuraon of orivewayApraa,) quality of storm water discharges. NOTE: N Any Answer to Questions One tivough Nine is Answered with a Check Mark 3.Ali SWPPPs that require the post-construction storm water management Practice in a Box and the construction vita dlsturbanee Is between 5,0011 S.F.S 1 Acre in men, component shall be prepared by a qualified Design Professional licensed In New York a fonn'Waw.Grading,Drainage$Erosion control Plan is Required by the Town of Hid is knowledgeable In the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuande ofAny Building Permit. 010M.- ACiwkMauk(4)arid6rAnswerfor each dluestionisRewbed for acorno SOApgkatlon) LXJNNIEJMMJqffR— STATE OF NEW YORY, Notary Public,State of New York COUNTY OF...........................................SS No.01 Buel es 0 Qua(ffled in Suffplk County �ccr Commission EWr98',Aprl114,201 That I. (Na............... me tri ..uai sisrrirm�oak,;men a...................being duly sworn,deposes and says that he/she is the applk nut-ror ermit, And that Wshe is the ............................................ .� ctm.Agri.Corporate Offieer��).............................................................. Owner and/or representative of the Owner or Owners,mid 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 wall be performed in the manner set forth in the application filed herewith. Swom to beflore me this; Q,, / ....................L.. .........day of✓. .!"t, .....,201.. ... .. ...... • NotaryPublic: ..... ..... .... !:`.!:::�................ .. ............... .............................. ............. . ....................... (Signs of FORM - 06110 L 0 T NUMBERS REFER TO "MAP OF GOOSE BAY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 13, 1934 AS FILE NO. 1176. SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK CO UNT Y N. Y. 1000-77-02-01 SGAL� K APR!E.• 1 7' '20' 2011 pRE / SEAT /2, 2011 (FLOOD ZONESJ Llpps fj / GREET UN ABED � wP� c� 80�D� ,EPv LOt 191 MEAN HIGH WATER 0'�E E \ LO T jg2 '5 3 N6a.3w°0 cost 5 LOT of A g9�1QCQ �to w6.3 � �y4 cp •� ��� 5•jX� �` \ " ONE S NR'5E �80 ME x� c� CIA � I �0 - \ �a I \ \ \ N cRE� B I � BUR i 80 00 i t1 OUL EN V M� A V w30 50"W GOOe`er �OF t E�`� / IT L•�:Y ii c�, SJ.00 FLOOD ZONES FROM FIRM / \ " MAP # 36/03C0I66 H 9/25/09 .49 AREA=11,200 SO. FT. N. `. LIC. NO. 49618 ANY AL7ERA71ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OECONIC EYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2 ALL CER77FICA77ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 11_12 WHOSE SIGNATURE APPEARS HEREON. ■=MONUMENT SOUTHOLD, N.Y. 11971 REScheck Software Version 4.4.1 Compliance Certificate C E W E CNJ( D _ � Nfl SEP �Q11 Project Title: Schwerdt- Oster Residence BLDG, DEPT, Energy Code: 2010 New York Energy Conservation TWN OF SOIJTHnl D Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 16% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2720 Cedar Avenue Nancy Dwyer Design Consulting,Inc. Southold,NY Southold,NY s • • UA trade-off Compliance:2.0%Better Than Code Maximum UA:198 Your UA:194 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or ■•• Perimeter • Floor 1:All-Wood JOISt/Truss:Over Unconditioned Space 685 19.0 0.0 32 Wall 1:Wood Frame,16"o.c. 1240 15.0 0.0 81 Window 1:Vinyl Frame:Double Pane with Low-E 154 0.320 49 Door 1:Glass 40 0.310 12 Ceiling 1:Flat Ceiling or Scissor Truss 580 30.0 0.0 20 Compliance Statement: The proposed building design'descri d here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pro ilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 a to mply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date S.DE C �j�fyCl �iUILL] I 07 F Project Title: Schwerdt-Oster Residence Report date: 08/31/11 Data filename:C:1Users\nancy\Documents\schwerdtres.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Fiat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double-Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title:Schwerdt-Oster Residence Report date: 08/31/11 Data filename:C:\Users\nancyADocumentskschwerdtres.rck Page 2 of 4 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: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handier enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. 0 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Project Title: Schwerdt-Oster Residence Report date:08/31/11 'Data filename:C:\Users\nancy\Documents\schwerdtres.rck Page 3 of 4 Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per waft for lamp wattage>15 and—40 (e)60 lumens per waft for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: 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.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Schwerdt-Oster Residence Report date: 08/31/11 Data filename:C:\Users\nancy\Documents\schwerdtres.rck Page 4 of 4 �J( 2010 New York Energy Conservation Construction Code Certificate Insulation.Rating R-Value Ceiling/Roof 30.00 Wall 15.00 .Floor/Foundation 19.00 Ductwork(unconditioned spaces): GlassP.. Window 0.32 Door 0.31 NA Reating&Cool . • Heating System• Cooling System: Water Heater: Name: Date: Comments: N z _ O p O o J Lu -- ------------ C9 Z W U Q � U� c� [� P°.?�n�4sNr W — ALL I ;' r;STE o w OO cv H -- TESTIPI '�;ILI ,:r-Ji COVERING "1 Q w r A3 �1 A3 I A3 I O _ I Z O � U O W PLU P CERTIFICATION n v o — _ ON LE CONTENT BEAR o o ° u CERTIFI TE OF OCCUPANT;Y SOL D t USED IN WA TER 1 SYSTEM CANNOT EXCEED.2/10 OF 1/_LEAD. nrl-iLLL IL W2032 LW2(13]2 ELECTRICAL 1 RICl� rn '"31G8 V J EXISTINGLUa iL w/FW5L13 CT ON REQUIRED EXISTING �1���V 1 �Vf�i 1���4.7���� � O f -J C, Il .� a Jill ULLU11 � D nu w O L 1 0 PURSUANT TO CHAPTER 2361 U OF THE TOWN CODE. ,PROPOSED FRONT ELEVATION SCALE: 4" = I '-o° IOU' ►` APPROVED AS NOTED USE E IS U N LA Y y F i.-I�.. DATE'.jiil hl �s pp pg p- p!'qp' R __ f/'�.® ¢ram 7 B.P. # FEE: BY �'I' �0GC1_ PANGY NOTIFY BUILDING DEPARTNI� ��F AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONc, 1. FOUNDATION- TWO REQUIRED FOR POURED CONCRETE U _ 1 2. ROUGH-FRAMING,PI 111%161114G. z (\ (' STRAPPING. ELECTRIC!, & CAULKING — 0� ( 3. INSULATION —4. FINAL-CONSTRUCTIO' g ELECTRi,.AL MUST BE COMPLETE rOR C. LLJ Z ALL CONSTRUCTION SHAL; '.'E 7 THE r J <9 + J REQUIREMENTS OF THE DES OF NFW A PORK STATE NOT RESPON ,ELE �''R Q }- DESIGN OR CONSTRUCTI N h I z BUILDING DEPARTMENT CRITERIAILL E I -�JL L-1 0 I OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL- SECTION 3 10 BUILDING CODE N.Y.5. U v Z USE DWELLING UNIT -SECTION 3 1 0 -3 !0.2 z Z p m 2 HEIGHT TOTAL 23'-4" +/- Q (,D <9 FIRE AREA(Sf) 1 2G5 5Q. FT.. I o 3 ITYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION w � 4 DESIGN CRJTERIA PRESCRIPTIVE DESIGN - 2001 11�G11 WIND EDITION WFCM �O 5 FRAMING ELEMENTS SEE FLOOR PLANS AND 5EJJ5 G DE51GN LOAD CALCULATIONS 5EE PAGE 8 7 WINDOW AND DOORSCHEDULE SEE PG G pF NEW y 8 LOAD PATH REFERTO BUILDING SECTIOWA� ) 9 NAILING SCHEDULE SEE PG 8 1 g EXISTING FRONT ELEVATION 10 EGRESS SEE DOORS WINDOW 5CI � w I I I PLUMBING RISER DIAGRAM PAGE 7 ; � PAGE: �� ..� SCALE: 4' _ ! '-O° 12 FIRE PROTECTION SEE FLOOR PLANS AND SEC ` 13 TRUSS DESIGN DRAWINGS N/A 14 ENERGYCALCULATION5 ATTACHED I nj 2 /'� i z - O O Olu Q J (n W 0 z lu LU U o � TW210410 W � - Q Q W I Ed W LILLLLU = Q z w O LW2032] LL LLLLMILLEiL� Uju O O TVN210410 Q Oil a-LIM DO U = N (n (n ry W 51 DE ELEVATION o 0 SCALE: 4" = I '-O" Q I-- R W p O JUL i z 'I o � � TW2G42 F- z U - 0 U Z � w LLLLL z � — wz� � Dom C) z � Ln U � z � UTW2G42TW2642 LLL"iuEXISTING EXISTING EXISTING z � o w � � o Hof NEW), c�PF �. DEER CEDAR AVENUE ELEVATION : SCALE: i = I '-O° PAGE: FJ tl . z = � 0 o 0 O o til-ULIL111 -JUL J c1) ULRILiLU Z LJ TW2642 TW2642 TW2642 TW2642 TW2642 W W Q H (n C m Liu L WR-tL = MFI [M nu LUUJ — o z OO c�1 Q w Q MFI rinri -1EP JIF] 0 C1 0 FW13168 Q U 0 J = LLLTW210410 TW210410 TW21.410 TW210410 TW210410 EXISTING EXISTING EXISTING EXISTING C Q O U = N (n cn DECK AND RAILS AS EXISTING IlJ Oz O t= WATERSIDE ELEVATION � SCALE: 1 '-O" LU O p U � GENERAL NOTES: • The information on this set of construction documents is to relate basic design • Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh ELECTRICAL NOTES: • Provide insulation baffles at eave vents between rafters and soffit vents as indicated intent and framing details. They are intended as a construction aid, not as a reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor on plans substitute for generally accepted good building practice and are in compliance with barrier. Welded wire mesh Is to be laced in the to third of the slab and is to be current New York State building codes. The general contractor is responsible for p p • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include adequately supported by precast concrete bar supports to assure that the reinforcement Exterior providing standard construction details and procedures to ensure a professionally installation,of fixtures*specifications as indicated on plans. Light fixtures to be supplied by • flashing is to be adequately Installed at all connections between roofs,walls, finished, structurally sound and weatherproof completed product. is held in position during concrete placement and finishing. owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install chimneys, protections and penetrations as required by approved constrction practices. all outlets.as per code. All work is to be done in strict accordance with the New York State Code • General contractor to coordinate all subcontractors, schedulin of work and • Isolation joints are to be Installed between the slab and the walls. Use preformed FLOOR PLAN NOTES: 9 by a Iicens�ed electrician. All new switches t outlets to be Levition, standard, supplied t Installed U _ interaction between trades. joint filler that is to be cut I/2°below the slab surface and the resulting joint is to be filled by contractor. Contractor to do all hook-ups as required for bathrooms. z � with an elastomeric joint sealant. • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS — • The contractor is responsible for ensuring that all work and construction meets FRAMIING NOTES: rr � or exceeds current federal, state and local codes, ordinances and regulations, etc. • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds • All interior walls to be covered with Z"gyspusm board with metal corner reinforcing. All V — These Codes are to be considered as part of the specifications for this building plan. between all wood surfaces that are exposed to concrete or mason surfaces. I' i> d all products, includin sum board, screw,joint compound,tares t trim shall be U.S. z All Humber Is to be Douglas fir#2 or better at 16"on center � p g 9YI' J p I' W • If in the course of construction, a condition exists which disagrees with that as Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final F— indicated on these drawin s,the contractor shall stop work and note the deli ner • Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls, ceilin and interior of closets to be taped and � 9 !' notify 9 • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation 9 1' � � $the engineer immediately. Should he fail to follow this procedure and continue work, excavation Is not to be backfilled prior to the installation of the floor framing. refers to current arsenic-free treated wood standards and shall take the place of'CCA' spackled, 3 coats, ready for paint. , O he shall assume all responsibility and liability arl51nq therefrom. Q J) }— PLUMBING * NVAC NOTES: All TJI's are to be installed in accordance with the manufacturer's s ecifications and shall include Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless Z > Ln • Dimensions take precedent over scale-DO NOT SCALP DRAWINGS. p otherwise decided b homeowner. All interior trim t mouldin s to be hi h loss white. W squash blocking web stiffeners at bearing points on girders and other load bearing areas Y 9 9 9 • All plumbing work shall be done by a duly licensed plumber and must conform and adhere ( U z • The designer has not been engaged for construction supervision and assumes no to all New York State buildin codes ak saft requirements. • Insulation ratan sand installation locations as indicated on floor plans sections \./responsibility for for construction coordinating with these plans, nor responsibility for g q • Striuctural Steel A5TM A3G - FY= 3G K51 g p construction means, methods,techniques, sequences or proceedures or for saftey r precautions and programs in connection with the work indicated. There are no • If wall plates or joists are cut during the installation of plumbing fixtures or equipment • Interior doors to be solid core wood; style to be determined. �J • All:straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, _--. O warranties for a s ecific use expressed or implied in the use of these tans. contractor must provide appropriate bracing to be framing back together. p p p p etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be • All bath >t;kitchen area walls and ceilin s adjacent to wet areas to have water resistant naiied/boltect in accordance with the manufacturer's specifications. 9 J W • Contractor to provide hardwired smoke detectors, with battery back up,and with • Baseboard heating is to be hot water and zoned. Plumbing contractor is to drywall,and provide wonderboard for all areas set to recieve tile. Q no intervening switches, on all floors and in each bedroom. Verify with local code adequately size the system and place the baseboards in an unobstructive location in each room a O requirements as per Section R3 17 New York State Residential Construciton Code. required to recieve heat. Minimum of one thermostat for each zone will be required. • All floor sheathing Is to be AC type plywood,tongue t groove and shall be glued and screwed to • Kitchen to have granite countertops with ceramic tile acksplas the to have (� Install carbon monoxide detectors as per code. the floor joists(G"o.c. edges t 1 2"o.c.field) white ceramic tale as selected by homeowner. �oF ��� • Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as �, f FOUNDATION NOTES: Solid blocking is to be Installed every 8'-0"max. or mid span of all floor joists with spans exceeding �.'DEf 0 selected by homeowner. a� �a 8'-0". Blocking Is to be installed at all point load bearing points. � Q • General contractor to review plans, elevations and details to determine • Mechanical subcontractor is responsible for adhering to all applicable codes and intended heights of finished floor above typical grade. saftely requirements. • Install double joists under all partitions running parallel w • Existing foundation to be pinned and solid concrete filled with fasteners as shown • HVAC subcontractor to fully coordinate system data*requirements with the • All exterior wall headers to be 2-LVL's as indicated on floor plans €sections and all interiorZNF � �� in building sections. equipment supplier and to provide final system layout drawing and submit it to general contractor, headers arse to be 2-2"x 8"unless otherwise noted. All headers exceeding 5'-0°shall have a double ,p 0• 07- � PAGE: jack stud with a single king stud 6 on exterior walls provide double sill plate(typical). E �d ' • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. owner and equipment supplier for final review*approval. • Concrete shall be FC = 3,500 P51 @ 28 days 3 EXISTING B zILCO O — ENTRANCE 0 o — QLu O Lu �rc N z r SECTION B A O� Q c6 z Lu z_ J " EXISTING STRUCTURE TO REMAIN EXISTING BASEMENT z S N Lu EXISTING GIRDER w Q TO REMAIN = C, z o — • — •— • — • — • — .. — . — . — . — . — . —©— . — . — . Q o O 0 w U O= O UP o O U 3 2" DIAMETER STRUCTURAL STEEL COLUMN BURIED IN �? 24"X 24"X 1 2" POURED CONCRETE FOOTING LANDING F�/ (UNDER POST ABOVE) 3- 2"X 1 O" DROPPED GIRDER ~ PROV. EPDXIED#4 5TEEL LLJ REBAR VERT. @ 12"O.C. R-19 INSULATION INTO EXI5TING FOUNDATION TYPICAL ALL AREAS WALL� NEW WALL ABUTTING O (TYPICAL ALL AREA5) PR,,OV. ACCESS INTO z �— Q EXISTING FOUNDATION WALLS, NEW CRAWL SPACE ( I J p FOOTING, FRAME, GIRDER* b. Lu W O COLUMNS TO REMAIN CRAWL SPACE �j I DAMP PROOF PERIMETER x p OF FOUNDATION WALL p �p (TYPICAL ALL NEW AREAS) _ 4" P. CONC. SLAB ON ( U COMPACTED FILL z Q) (f� DIAMETER ANCHOR BOLTS W/ 7" MIN. DEPTH @ 48"O.C. / MIN 3"X3"A W 'W- ASHER @PLATE PROVIDE 51MP50N PHD5 HOLDDOWN CIYP. 2) o ANCHORS AT ALL CORNERS THROUGHOUT POURED CONCRETE ENTRY STOOP FOUNDATION WALL LEGEND: U _ z � EXISTING FOUNDATION 6� WALL TO REMAIN ^/ SECTION WALL TO BE REMOVED LU Z 8" POURED CONCRETE O FOUNDATION WALL > WITH 1'-4"X 8" FOOTING; Z > In PROV. 2-#4 REBAR IN O Lu FOOTING (TYPICAL) U U Z zzom < � 0 � LU C) O FOUNDATION PLAN OF NEh,Y `n g�P�S D FERiF 0 SCALE: ;4" -O" \ o m ;.y ,,, -v W 'QOFFS ,e, PAGE: U 4 O O o O N EXISTING DECK uu Q z TO REMAIN O _z SECTION SECTION J W B A � U Q >- C) (n C m 2- 14"X 118' LVL HEADER ABOVE WINDOWS PG UPGRADE Ly W2 u 27'-3" 2 2 2 2 IV W sZ/ lu IN� o z o N = LU PORCH ENTRY = Q (; AS EXISTING O I II W2 = p� Z O U Q O ❑ O U 0 Q C1 �N p O 1— x - KITCHEN t DINING Q Op v zaU ) II I � UP � I II II 2GGa I LU In II N D 4- 14X9 � LVLw/ Co2 VJ, z LANDING I I 3'-4"STEAL FLITCH P P05T TO O O FLWSH HEADER — FOOTINGS yb F— U5E 5IMP50N H RJE- Cl C) Q LIVING ROOM CLOSET i I CONNECTORTO NG w EXISTING I CLOS o68 JOISTS @ FLU5 H DEI ll_I O IWA5IER DRYER 20G8 - ------------ - - -- 0 8'-0"C.H. - -----------� - -J----- ------- 0 U nC LAUNDRY 28G8 °- . EXISTING BEDROOM �_ r TO BECOME DEN U- v I ENTRY =� WALL LEGEND: w 4 a'-o"c.rl. w _ EXISTING WALL TO REMAIN WALLS Z 20G8 z @C) 2- 118' LVL FLUSH HEADER --- O� °C �'�/ EXISTING WALL TO BE �I�E St10 --- U PANTRY I o C W3 W3 REMOVED �— — NEW CONSTRUCTION: VINYL PAN Q *EXTERIOR WALL- 2"X 4" W/ R-15 IN5WATION BATH 3 "AZEK" BEADBOARD SEC ON W/ 1 LAYER 4" PLYWOOD ENLARGED I x PORCH I o CEILING MATERIAL SHEATHING I LAYER2" GYPSUM 2468 C N BOARD ON INTERIOR N ( 10"SQUARE PERMACA5T ' COLUMN WITH CAP* *INTERIOR WALL-00] U — BASE DETAIL(TYPICAL ALL) 2"X 4"W/ I LAYER 2'GYPSUM z BOARD ON EACH SIDE; USE e'-a'— -- MOISTURE RESISTANT BOARD IN KITCHEN t BATH 4 LAUNDRYAREAS W Z t U5E CEMENTBOARD ON ALL ANY SURFACES TO RECIEVE TILE � Do �0 HEADER NOTES: Q BEDROOM PROVIDE 2-9 LVL HEADERS Z EXISTING BEDROOM SECTION ABOVE ALL EXTERIOR WINDOWS t DOORS �— O I > � EXISTING A UNLE55 OTHERWISE NOTED U U Z *ALL WINDOW HEADER HEIGHTS TO BE 0-8"ABOVE FLOOR zoo Lu Co �OF NEWY DEER 0 FI R5T FLOOR PLAN - G85 Saar. A . 0� SCALE: 4 = I '-O" m .. w c� y,.. �`d w µ � PAGE: 5 SECT ON SECTION B A 0 0 z 14'-a' 27-1 1" OUTLINE OF FIRST FLOOR j W I 1 1 6 WI WI I I I 00 WALLS BELOW W 15'-5" J - I LINE OF 8'-O"CLG HT. 0 W O I Z 0 N j 0 Z [� o w cn Q z SITTING AREA OS/D BEDROOM z 8'-0"CEILING HEIGHT N L w 192 SQ.Fr. - Q S/D oC U Q 17.3%LIGHT 9.7%VENT WALL LEGEND: 0 cn 0 co OPEN BANISTER r - o NEW CONSTRUCTION o � 2868 f 2"X 4" FRAME R-15 INSLUATION w s° W/ I LAYER 4" PLYWOOD ~ LANDING; / SHEATHING * I LAYER2" GYPSUM W I 2 a BOARD ON INTERIOR w - DOWN a N " " p z }O N E WALLS 2 X 4 STUD 1RAME w Lu > (\ 12'_1" WITH I LAYER-L GYPSUM Q w SHO OF BOARD ON EACH SIDE; USE _ � Z O O _ MOISTURE RESISTANT BOARD IN p 0 CLOSET BATHROOM t USE CEMENTBOARD p U O v VINYL AN ON ALL AREAS TO RECIEVE TILE N BATH oN 7 FOR OPENING PROTECTION v' - 'w TILE FLOOR ON - = N cn cn (246� BEN H HEADER NOTES: Q O U F G'-G"HEIGHT WALL - - ------ALTERNATIVE -- I MARBLE � ��� I u MUD OVER r PROVIDE 2-9 Z LVL HEADERS SADDLE SUBFLOOR ABOVE ALL SECOND FLOOR WINDOWS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-0" IL- " -- -- 4'-10"CEILING HEIGHT @ WALL 2�! UNLESS OTHERWISE NOTED SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS - N LINEQOF 8'-0"CLG HT. N HEADER HEIGHTS @ 6'-8"ABOVE FLOOR SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. I = p FRONT DORMER WINDOW HEIGHTS AS (REFER TO SECTION I GO9.1.4 AND I GO9.G.5 AND TABLE 1 G09.1.4) 8`7 1/2° F v SHOWN IN BUILDING SECTION _ G'-G"CEILING HEIGHT @WALL 4 W4 ^, Lall LL Lu BLE I GO9. 1 .4 4 2" MULLION BETWEEN WINDBORNE DEBRIS PROTECTIONPANELS FASTENING SCHEDULE FOR WOOD STRUCTURAL WINDOWS v "� \J J O Z FASTENER SPACING(INCHES) J fv/10i 0 PANEL SPAN< 2' 2'-0"<PANEL 4'-0"< PANEL 6'-0"< PANEL k1} p FASTENERTYPE 0" SPAN <4'-0" SPAN < G'-0" SPAN <8'-0" Q 5'-G 1/2" ' Q Q 2 1/2" G#G WOOD SCREWS 16 I 12 Lu 9 LLJ Q 2 1/2" #8 WOOD SCREWS I G 1 6 I G 1 2 > OOL A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF U - - HEIGHT OF 33'-0"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL_BE I ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL j CAPACITY OF 490 LBS. 5 ECO N D f LOOK PLAN _ 580 SQ•�. I SCALE: 4" = I '-O" WINDOW AND DOOR SCHEDULE -{ :,4Y W 1 TW2G42 TILTWASH 4.30 7.G2 10 4 25.9 -28.1 30 7 W2 TW2 104 1 0 TILTWASH 5.81 E 10.45 20 5 24.7 -32.4 30/50' 7 •PG Up6jrade re used on 2 klt.chen windows W3 TW2032 TILTWASH 2.47 4.2 10 4 25.9 -28.1 30 4 z W4 A35 1 AWNING I.G 4.9 10 4 25.9 -28.1 35 3 DI FWH31 68 FWSLI 38 __..FR__EN_CH WD.HINGED I G.1 1 10.96 20 4 24.7 -2G.9 40 1 --_---- SIDELIGHT LL 1 Z (\ D2 FWH31 G8 FRENCH WD. HINGED I GA I 10.9G 50 4 24.7 -2G.9 40 1 � (s) � � Lo ALL WINDOWS TO BE ANDERSEN,400 SERIES,UN -OTHERWISE -I O z LO ED WINDOWS TO BE WHITE EXTERIOR,PINE INTERIOR,CLASSIC SERIESES LOCKS HARDWARE IN WHITE FINISH AND FULL EXTERIOR R R - - -- Z (� - -- - - QO SIMULATED DIVIDED LIGHTGRILLES WHERE SHOWN ON ELEVATIONS !- - - --- - - z CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B - MUST HAVE PG UPGRADE �J J - W KIT REQUIREMENTS 0 - - _ FOR HABITABLE SPACE. - - -- TAOBLEFR 30T 2 O WITH I 10 YORK STATE BASIC BUILDING CODE AS PEP, - i E MEETS NY STATE EGRESS P -- - - NEIV s �OFD E � YO�� i - - - --- tp CUSTOM GRILLES-SEE AI - - - - - -- - WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH_MAXIMUM OF 8'-0'SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 112-#8 WOOD SCREWS AT I G"O/C,FASTENERScr- - _.. _ FOR SPANS UP TO 8 O"SHALL BE 2 1/2' #8 AT 1 2"O/C. TABLE 301.2.1.2 : IAJ - _ i 7 5 �� ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED PAGE: - - -- - - 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR T GLAZING MUST MEET ASTM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION K I GO9.1 .4 FOR ALTERNATIVE OPENING PROTECTION. cD z m 5ECTION L B SECTION A � z — (V Q p O IY ~ N LL O p 9 O cn — oC Q c0 z a% a2 G2 d c� 0 0 M z w lu (1) 0 3 O o u 4� o m z X N U 12 N U 51 G" w SZ/ — Q w Q w r L Q z � p c O p U 14 X 14" LVL RIDGE p O o2ARCH ITECTU L St = N O `U OOFING WIT 1 # L VERa" CDX un PERIMETERS VALLEYS EXISTING RIDGE a o2 12 �/ O O_ w 72 U N dU to 0 4" O Z vJ C9 O X — ~ 1 2 N @� p ------------' p 12 G„ I— Q R/ o i W O , o 4"o P.00F\/ENT ROOF 0 4 X Lu a2 o N 2"X 8" R.R. o @ I G" O.G. ATTIC BATH 2 lu = z 8" O `n qll/411/2 11/43WER SECOND FLOOR C.�1 1 1/4 3 2 4 SE AON Z KITCHEN DATH I LAUNDRY 3"1 1/4 1 114 1 12 LL_1 Z 11/4 11/4 F.A.I. EXISTING R.R. 4 � n/ W D.W. SINK W. M. 5 O CQ SH WER z 1 Ln FIR5T FLOOR 11 3 0 Z 2 1 114 3 v 1 col 3 4 2 TO ROOF PLAN Zzo FTT.. F OF HEALTH M— J f'n DEE �y HOUSE SANITIAKY SY51-EM. D ✓GALE: 4" — 1 '-O" O BASEMENT TRAP Z (L _ W � C) O SLOPE" 1/4" PER FOOT PITCH TO OF NEyyY DRAIN `CID 1 La ©,�y� 6,0 072 �C� PAGE: RpF 10 7 14"X 14" LVL RIDGE W/ ARCHITECTURAL ASPHALT SIMP50N C520 CONNECTOR ROOFING WITH 1 5#FELT (TYP. ALL RAFTERS) OVER�" CDX PLYWOOD APPROX. RIDGE HEIGHT e • •— WITH ICE*-WEATHER 5HEILD @ PERIMETERS *VALLM 12 / 24 g„ 2- 2' C.B. THRU C.T. t 72� / R.R 12 R.R. @ I6" O.C. (TYPICAL AL 15 BOTH ENDS) O /600 C 5IMP50N H7 p - cz R-30 INSULATION *VENTED R-30 IN5ULATI N _ CONNECTOR IL- O BAFFLES BETWEEN RAFTERS 2"X 8" C.J. @ I G"O.C. _ FASCIA WITH 0 [' p VENTED SOFFIT BACK PLATE HEIGHT W N - FRONT PLATE HEIGHT 1 2 / o�� SECOND11FLOOP,WINDOWS; WINDOWS z „ DORMER WINDOWS \G" PROVIDE 5IMP50N C520 w / LU BATH BEDROOM \ \ �O / 2"X 4" INTERIOR \.\ ` p p STUD PARTITION \ N R-19 INSULATION 6� PROVIDE 5IMP50N SECOND FLOOR 4a" PLYWOOD 5UBFLOOR CS 1 G STRAPPING SECOND FLOOR �. 4_ LIN 92' .�GPI 40 F.J. @ I G"O.C. CEIG HEIGHT 4- 14"X 9z° LVL w/ 2- 14"X 92' LVL HEADER; �- p O c� USE 5IMP50N HU SERIES PROVIDE 5IMP50N C520 p z > 3-3i STEAL FLITCH PLATES STRAPPING ABOVE ALL NEW ONNEC-OR TO CEILING e - - BL w KITCHEN WINDOWS "G112" 015T5 FLUSH HEADER FLUSH HEADER w Q LU G WINDOWS t EXTERIOR DOORS = z O 2' GYPSUM BOARD Q Q OO TYPICAL ALL AREAS U p EXISTING TOP PLATE; w - a REMOVE AND REFRAME p U O ro ro EXTERIOR WALL TO NEW O O V-- t0 o KITCHEN CEILING HEIGHT Q � Op U 2"X G"ACQ SILL PLATE basemen = eV N d7 OVER TERIMITE 5HEILDILI 2"X 4"STUD WALL @ OVER SILL SEAL; P�� R-19 INSULATION 1 G" O.C. W/ R-1 5 INSULATION FIRST FLOOR PROVIDE SIMPSON C520 2" PLYWOOD SUBFLOOR 3i CDX PLYWD. SHEATHING W/ LP� C NNEZcTb= E 2"X 8" F.J. 16"O.C. EXISTING 2"X 8" F.J. TO REMAIN W/ TYVEK' HOUSE WRAP; CEDAR SHAKES SIDING CONTINUOUSLY 8" DIAMETER ANCHOR BOLTS AROUND W/ 7" MIN. DEPTH @ 48"O.C. 4" POURED CONCRETE W W/ MIN. 3"X3"xe"WASHER @ PLATE m SLAB ON COMPACT FILL BASEMENT NAILING SCHEDULE EXISTING TO REMAIN z ----- ---------- -- ------ ---- - NEW 8" POURED CONCRETE 0 O 2001 s.BC DESC HIGH EDITION WOOD FRAME CONSTRUCTION MANUAL - - - -- FOUNDATION WALL W/I'-4 EXISTING FOUNDATION WALL p NAIL QUALITY NAIL SPACING "X 8" d. FTC.; PROV. p 2-#4 REBAR IN FOOTING TO REMAIN F- < ROOF FRAMING - - -- (TYPICAL ALL AREAS) p w RAFTER TO TOP PLATE TOE NAILED 8'-O'WALL:3 8d PER EXISTING SLAB TO REMAIN �RAFTER W O I O O"WALL:4-8d PER RAFTER LU CEILING JOIST TO TOP PLATE TOE NAILED 8 O•WALL:3 8d PER JOIST 0 O --- IY I O'O'WALL:4 8d PER JOIST_ CEILING JOIST TO PARALLEL RAFTER FACE NAILED _ SEE TABLE 3.7 EACH LAP CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP (� - --- VJ COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END WALL FRAMING - TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT BUILDING SECTION "A" ' _ TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE STUD TO STUD FACE NAILED 2-1 Gd 24.O/G HEADER TO HEADER FACE NAILED __ I Gd I G•O/C ALONG EDGES - _ SCALE: 4' — I "_O° TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 6d PER 2X4 STUD 3-1 Gd PER 2XG STUD 4-1 Gd PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '- PER FOOT FLOOR FRAMING _ GENERAL WIND PROTECTION CONNECTION NOTES DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA JOIST TO SILL.TOP PLATE.OR GIRDER - TOE NAILED 4-5d PEPJ015T - - - - Adapted from Standard for Hurricane Resistant Residential Construction; 551 D - - - - ------ WEATHERING SEVERE BRIDGING - TOE NAILED _ 2-8d EACH END 1 0-99 and 2001 SBC High Wind Edition Wood Frame Construction BLOCKING TO JOIST TOE NAILED -1 d EACH END MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS BLOGKINGTOSILLORTOPPLATE TOE NAILED 3-IGd EACH BLOCK - fasteners and Connectors for Wood Frame Construction (Ibsf) FROST LINE DEPTH 3'-0" U LEDGERSTRIPTO BEAM FACE NAILED 3-16d EACH JOIST EXTERIOR BALCONIES 60 TERMITE MODERATE TO HEAVY Z (�13ANDJOIST ON LEDGER 15 BEAM _ _ TOE NAILED _ -IG _ PER JOIST 1 . A continuous load path between footings, foundations walls, floors, studs and DECKS 40 DECAY SLIGHT TO MODERATE � BAND JOIST TO JOIST END NAILED 3-IGd PER JOIST roof framin shall be provided.BAND JOIST TO SILLORTOPPLATE TOE NAILED 2-16d PER FOOT 9 p ATTICS WITHOUT STORAGE 30 WINTER DESIGN TEMP. 11ROO STPU UPAL HINGPANELS 2. Approved connectors, anchors and other fastening devices not included in ATTICS WITH STORAGE 40 ICE SHIELD UNDER- A5 PER MANUFACTURER'S - -- --- STRUCTURAL PANELS ROOMS(OTHER THAN SLEEPING ROOMS) 40 - _._ � �' �•-• � � 4'PFRIMFTFR FDCE70NF- IG'O/C-G'AT PANEL EDGES the Standard Building Code, Table 230G. I shall be installed in accordance with LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 8d AND ATINTERM_ED_IATESUPPORTSINTHEPANELFIELD manufacturer's recommendations. SLEEPING ROOMS 30 FLOOD HAZARDS D 0 INTERIOR 70NF- 1 G'O/C-G'AT PANEL EDGES AND 12"AT 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD 1 FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF.INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK.THE W-O"PERIMETER 3. Metal plates, connectors, screws, bolts, and nails exposed dlrect.ly to the CRITERIA FOR CALCULATION OF DEAD LOAD Z ?� EDGE ZONE ATrACHMENrREOu1REMENTssHALLBEusED. weather or subject to salt corrosion in costal areas, shall be stainless steel or ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. TAB_LE»R3O I .G O W U - -- - -- -- hot dipped galvanized. ARCHITECTURAL GRAPHIC STANDARDS U U Z i CEILING SHEATHING _ 4. Z m GYPSUM WALLBOARD 5d COOLERS 7"EDGE/I O FIELD interruptp g i and ALLOWABLE DEFLECTION OF STRUCTURAL MEME6ER5 :7 C) WALL SHEATHING s dig'e f aming anchore windows rs do ors shall be provided at the top and bottom SNOW STRUCTURAL MEMBER ALLOWABLE DEFLECTION Q U 0 U -- - STRUCTURAL PANELS 8d - 4'FQCF 7QNF- I G"O/C-G"AT PANEL EDGES AND 121 AT of cripple studs, header studs, and at least one stud at each side of opening. GROUND SNOW LOAD 45 lbs. Rafters haven slopes rester L/180 Z (� _ INTERMEDIATE SUPPORTS_IN THE PANEL FIELD I'P 8d INTERIOR 70Nf_ 1 6'OJC-G"AT PANEL EDGES AND 12"AT than 3/1 2 with no finished ceilm W � INTERMEDIATE SUPPORTS IN THE PANEL_FIELD _ _ 5. Ridge straps shall be attached to each pair of opposing rafters except where � FIBERBOARD PANELS __ _ 7/1G• - Gd 3"EDGE/G"FIELD collar ties of Ix6 or 2x4 lumber is located in upper third of attic spa ce ae and SEISMIC attached to rafters O 8d 3'EDGE/ D pp p DESIGN CATEGORY B Interior walls partitions H/I 8 (n GYPSUM WALLB 10"N OARD -� 5dCOOLERS 7'EDGE/ FIELD attach t0 each pair Of rafters. HARDBOARD ad 4'FOGF ZONE- I G'O/C-G.AT PANEL EDGES AND 1 2"AT G. Uplift connectors shall be provided at each rafter bearing. Floors plastered ceilings OF NF __ INTERMEDIATE SUPPORTS IN THE PANEL FIELD - _----8d------�—�--INTERIOR ZONE_ I G'O/C-6'AT PANEL EDGES AND 12'AT WIND All other structural memebers INTERMEDIATE SUPPORTS IN THE PANEL FIELD 7. Floor to floor hold-downs to be provided every 48, and every I G"' within 4' WIND SPEED 1120 mph Exterior walls with taster or of exterior corners. p (PI FLOOR SHEATHING EXP05URECATEGORY B stucco finish n "k r STRUCTURAL PANELS- I"OR LESS 8d G'EDGE J 12*FIELD - --- --_--- ill Plate to Foundation Anchorage: Sill plate shall be anchored to the Exterior walls - wind loads with F ' Nailing recimrements are based on wall sheathing nailed 6 inches O.G.at the Panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain foundation with anchor bolts having brittle finishes a min. bolt diameter of 5/8" and 3"X 3"X higher shear caraaties,nailing recfmrements for structural members shall be doubled•or alternate connectors•such as shear plates•shall be used to maintain the n I/8 washers. A minimum of one anchor bolt shall be provided within G to 12 Exterior walls- wind loads with F� PAGE: load path. - - - inches of each end of each plate. Anchor bolts shall have a minimum embedment h f ble finishes ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-IGd nail per foot. -_ __ of 7 inches in concrete/masonry foundations. Anchor bolts shall be located flexi .. Corrosion resistant I I ejacie roofinq nails and I G 3acie sta ley are permitted,check IBC for additional requirements. I_ within 12 inches of corners and at spacing not exceeding 4 feet on Center. 14'X 14" LVL RIDGE W/ ARCHITECTURAL ASPHALT SIMPSON C520 CONNECTOR ROOFING WITHI 15#FELT C". ALL RAFTERS) OVER 8' CDX PLYWOOD WITH ICE *WEATHER5HEILD z @ PERIMETERS t VALLEYS IL 2-2' C.B. THRU C.T. 8°R,R 12 R.R. @ I G" O.C. (TYPICAL 15 BOTH ENDS) C 51MP50N H7 z Lu CONNECTOR O � NO 2"X 8" C.J. @ 16"O.C. R-30 INSULATION FASCIA WITH U z 12 C, — V=N Q SOFFIT BACK PLATE HEIGHT Lu Q z 12� 01 . 2- 2"X 8" HEADER ABOVE WINDOWS SECOND FLOOR WINDOWS; z PROVIDE 5IMP50N C520 J R-30INSULATION VENTED �O w Q U L } BAFFLES BETWEEN RAFTERS CLOSET LOFT 9 C) Q 2"X 4" INTERIOR b STUD PARTITION EXISTING RIDGE v OPEN BANISTER. 2- 11"X 117" LVL PROVIDE 51MP50N FLUSH HEADER 4" PLYWOOD SUBFL O _ CS 16 STRAPPING SECOND FLOOR R-19 IN5ULATION 92' GPI 40 F.J. @ I G"O.C. w cz — 2- 14"X 9z' LVL HEADER H D O N EXISTINGJ C. . TO REMAIN PROVIDE SIMPSON C520 w (; STRAPPING ABOVE ALL NEW w USE SIMPSON HU SERIES WINDOWS � EXTERIOR DOORS I = � z Lu CONNECTORTO CEILING 2 GYPSUM BcOARD 00 U Q JOISTS @ FLUSH HEADER TYPICAL ALL AREAS EXISTING TOP PLATE; o - O b REMOVE AND REFRAME O BEDROOM BATH LAUNDRY ENTRY CEILING H WALL TO NEW O C HEIGHT EXISTING EXPANDED 2"X 4"STUD WALL @ 4" PLYWOOD 5UBFLOOR K-19 INSULATION I G" O.C. W/ R-15 INSULATION 4" CDX PLYWD. SHEATHING EXISTING F,J. TO REMAIN W/'TYVEK' HOUSE WRAP; CEDAR SHAKES SIDING CONTINUOUSLY R/ AROUND W BASEMENT z EXISTING TO REMAIN Q O EXISTING FOUNDATION WALL Q TO REMAIN C) o EXISTING SLAB TO REMAIN w LU 00 O _ U (L BUILDING SECTION 11811 SCALE: 4" = ) '-0" WIND RESISTANT CONSTRUCTION CONNECTORS RAFTER CONNECTION LOCATION: PART NUMBER: NOTES: RAFTER A RIDGE-TO-RAFTERS C520 PAR 2 I" APPLY TO EACH PA OF RAFTERS RAFTER RAFTERTO-WALL H7 APPLY TO EACH RAFTER RIDGE TOP PLATE APPLY TO EACH RAFTER TOP PLATE RAFTER-TO-PLATE H5 or H,2.5 WALL STUD WALL STUD PLATE-TO-WALL STUD C520 ft— 15" APPLY TO EACH WALL STUD?, 2ND. FLOOR WALL-TO-I ST.FLOOR WALL LFTA or CS20 36" APPLY TO EACH WALL STUD TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 5STB I C APPLY TO EACH 51DEWALL END z WRAP UNDER DOUBLE SILL PLATE 2"X 10" RI DGE W/ I ST.FLOORUNDER-SILL PLATE C520 (USE WITH 3"SQUARE WASHERS) G„ C520 CONNECTOR _ 2ND.FLOOR WALL STUD 0 KING STUDS USE THE FOLLOWNG OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SIMPSON H7 (1 O FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPUFT LOAD CAPACITY. CONNECTOR �L•\ W Z WOOD JOIST WOOD JCtlST 2ND.FLOOR,PLATE CPJPPLE STUD JOIST HANGER sM 130APR 2- 2 X 8 HEADER "� ��X 4" C.J. 16" O.BLOCKING RIM BOAP.D HEADER " " GIRDEWHEADER 15T.FLOOR TOP PLATES JACK 5TUD5 rn O (� WOOD GIRDER WOOD JOIST FASCIA t VENTED SOFFIT; Q ( J )- 1 I ST FLOOR WALL STUD ALIGN HEIGHT W/ NEW AREA Z> Ln TYPICAL HEADER CONNECTION ( , W JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FWSH WITH GIRDERMEADER "AZEK" BEADBOARD ® ® ® v O z 1 TYPICAL MULTI-STOP,Y CONNECTIONS CEILING ON PORCH WALL STUD METAL HOLD- DOWN STRAP BOTTOM PLATE 38-I GA SINKER, !� O WALL STUD SUB FLOOR NAILS AS PERVWALLTYr. 3-2°X4°WD 5TUD 1 0"SQUARE HBG BOTTOM PLATE DOUBLE J015T I ST.FLOOR WALL STUD MANUFACTURER @ CORNERTYP. DOUBLE JOIST 2x4.5,LL PER.MACAST COLUMN WIST.FLOORPIATEPLATE W/ CAP BASE E) D SUBFLODRRIM JOIST TYP. O DOUBLE JOIST FOR NON-BEARING WALLS RIM BOARD DBL.SILL PLATE (T)DOUBLE SILL PLATE ANCHOR BOLT (1)#4 REBAR IN ��OC �DOUBLE JOIST fOR UNDER A BATHTUB FOUNDATION WALL 12E rNGOFNE-MIN. D30"MIN. FOUNDATIONSILL GASKET PROVIDE 1/2°SPACING REBAR LENGTHBETWEEN THE END STUDTERMITE SHIELD AND THE 2 OTHER STUDSI/2 MIN. FOR ALLOWING FROM CORNER 1 (TO DBL SILL PLATES HOLDDONM INSTALLATION CONNECT CORNER STUD To T� ST.FLOOR TO FOUNDATION CO NECTIONS FASTEN WITH(2)1 Gd N .':' !! OVERLAP JOINTS) TOTRANSFER5HEAR > �-"_ FOUNDATION WALL COMMON NAILS G°O.C. METAL HOLD-SUM/UPLIFT ANCHOR 51DEWALL ENDWALL 2 S$ SILL PLATES TO FOUNDATION ANCHORING SHEAR WALL CORNER CONNECTION BUILDING SECTION 11�`11 A'QOFE0 O P�k PAGE: SCALE: 4' = I '-011 CON5TRUCTION DETAIL-5 *1MND LOAD PATH CONNECTION DETAILS NOT TO SCALE 5CHWER� DT RE51DENCE GOOSE CREEK N UNNAMED STREET DOCK WOOD BULKHEAD NG8030'50°E 80.0' CONCRETE ° 0 STAI RS w o N p >< N SHED � O Q LINE OF PROTECTIVE HAYBALES m � LU ry z o zzC.P. Ln OO I 1 EXISTING -- O DECK > U z O Lu -j z m LEADER- EXIST. ROOF LEADER-' / (� r- NEW ROOF Z j I2_I O New Drywell - Lu Lu 8'-0" 0 x 4'-O' deep LU Q PROPOSED SECOND (V LE ADER- FLOOR * ROOFLINE NEW ROOF Q q OVER EXISTING C) EXISTING I STORY I STORY STRUCTURE HOUSE PROPOSED COVERED 25'-0" \ ENTRY STOOP LEADER- 1 EXIST. RooF G" 0 PVC PIPE --� FROM EACH LEADER New Drywell - TO DRYWELL 8'-0" O x 4'-0" deep SITE PLAN y � W BUILDING ENVELOPE W SCALE: 2" = I '-0" SCTM: 1000-77-2- 1 W W W W W W Information taken from W W W survey prepared by John MetzcJer 41 W Peconic Surveyors, P.C. IV IV � Southold, New York dated April 7, 201 1 W DRIVEWAY - W >1 POROUS GAVEL ° SURFACE PROPERTY AREAS: W W m W W Existing Lot area: 1 1 ,200 scl.ft. N W W House (existing): 1423 sq.ft N Deck (exlsting): 230 sq.ft. z Total existing areas: 1 G53 sq.ft. 41 y Existing lot coverage: 1 4.7% W Proposed covered stoop: 40 sq.ft. Total Areas: I G33 scl.ft. s68°3o'So w ao.o TOTAL LOT COVERAGE: 1 5. 1 Proposed new area: G85 scl.ft OAK AVENUE (over existing footprint) RUNOFF CALCULATIONS: 1 71 0 x . I G7 x 7. 2, 141 allons Requires (2) 8'-0" 4'- al) i w � 5 DEfR�0'Q�r FES V ' NANCY DWYER HAROLD SCHWE DT DRA G : SITE DRAWING —' rn DESIGN CONSULTING, INC. SCHWERDT OSTER 2720 CEDAR AVENUE SCALE AS NOTED SOUTHOLD, NEW YORK 1 1971 PROPOSED ADDITION SOUTHOLD, NEW YORK DATE • 9.8.201 I 63 I -765=8667 SCTM# 1000-77-2-1 BY N. DWYER