Loading...
HomeMy WebLinkAbout37335-Z FFO4co � Town of Southold Annex 9/11/2012 3 Gym P.O.Box 1179 H x ' 54375 Main Road oy � , Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35938 Date: 9/11/2012 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 65 Ryder Farm Ln, Orient, SCTM#: 473889 Sec/Block/Lot: 15.-8-1.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 6/18/2012 pursuant to which Building Permit No. 37335 dated 8/7/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built".conversion of existing barn to one family dwelling with covered entry and deck steps as applied for per ZBA #6292, dated 7/30/09. The certificate is issued to Fischer,Nancy L (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0044 7/23/12 ELECTRICAL CERTIFICATE NO. 37335 8/20/12 PLUMBERS CERTIFICATION DATED 8/20/12 Joe Whitecavage t oriz Sign ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37335 Date: 8/7/2012 Permission is hereby granted to: Fischer, Nancy 38785 Route 25 Orient, NY 11957 To: "As Built", Conversion of an Accessory Structure (Barn) into a Single Family Dwelling; Kitchen, Living Room, Dining Room, 3 Bedrooms, 2 Baths, Foyer, Laundry, Decks, as applied for. At premises located at: 38785 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-8- .� Pursuant to application dated 6/18/2012 and approved by the Building Inspector. To expire on 2/6/2014. Fees: CO -ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,402.40 Total: $1,452.40 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT Q a TOWN HALL U 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Tbis-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 acct rate-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 Fine Underwriters. 4. 'Sworn statement from plumber certifying that the solder used.in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similaz buildings and installations,a certificate of Code Compliatice-froni architect or engineer responsible for the building. .6: Submit Planning Board Approval of completed site plan requirements. a. For existing buildings(prior to April 9, 1957)non-conforming usbs,or buildings and 11pr-e-existing"land uses: 1. accurate survey of property showing all prop features. -erty lines,streets,building and-unusual natural or topographic - - 2. A properly cpmpleted application and consent to ins ect signed-by p greed by the applicant_ If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. _. Ftes 1. CertiBcaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.0a, Swimming pool$SU_0 �Accessory building$50-00,Additions to accessory building$50.00,Businesses$50.00: 2. Certificate of Occupancy on Pre existing Building- $I00.00 3. Copy of Certificate of.Occupahcy-$_25 4- Updated.Certificafe of Occupancy- $50.00 5- Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. le-Ai Construction: Old or Pre-existing Building: (cheek one) roeation of Property: $ 0 5 a S House No. Street _ Hamlet ►wnir or Owners of Property: d. affolk Eounty Tax Map No*1000, Section 15 Biock_ $ Lot 1 . ribdivision 1 iled Map- Lot: emit No. S7 3_ Date of Permit. _1_ %,31- Applicant: ealth Dept.Approval: Underwriters Approval- tinning Board Approval: Nuest for Temporary.Certificate Final-Certificate: V (check one) 5� :e Submitted. $ Applic fat Sienature SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 R Q roger.riche rta-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dan&Nancy Fischer Address: 38785 Main Rd City: Orient St: NY Zip: 11957 Building Permit#: 37335 Section: 15 Block: 8 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: Paul Burns Electric License No: 3892-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 26 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 2 Smoke Detectors 4 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 3 CO Detectors 1 Sub Panel 1 A/C Blower 1 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances N29 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 5-paddle fans, 2-exhaust fans Notes: Inspector Signature: Date: Aug 20 2012 81-Cert Electrical Compliance Form.xls S0& Town Hall Annex Telephone(63.1).76571902 54375 Main Road Fax(631)765,9502 P.O.Box 1179 G Southold,New York 1.1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD - CERTIFICATION Date: o� Building Permit No. 3 7;?3 5 Owner: (Please print) Plumber: j�2 (Please pri I certify that the solder used in the water supply system contains less.than 2/10 of 10/4 lead . (Plumbers Signature) Sworn to before me this ao dayod 20 /� :. - • Notary Public, County Notaryb c�e � j �� 48i195PSIi)Nk,Coon Ca imissioa 601ris May 3i,Y I / OE SOUTyOIo M cou�m, '' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOUTy�I �lyU0UN14,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG:. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ . FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v DATE ff� L INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 jamesdeerkoski@yahoo.com Date: August 24, 2012 To: Town of Southold Building Dept Re: Fischer 38785 Route 25 Orient,NY 11957 Permit#37335 To Whom It May Concern: This letter certify that the conversion of an Accessory Structure into a single family dwelling at the above mentioned location has been built in conformance with all local and New York State Building Code. Also this structure has been constructed to the specifications of the submitted plans. Any questions feel free to call. Sin eerely, E J es J`Deerkoski P.E. r 0 -T fi �� * 1 Ld 0725� �FESS10� FIELD INSPECTION REPORT DATE COMMENTS ., FOUNDATION(1ST) . FOUNDATION(ZND) o ROUGH FRAA!!ING& PLUMBING INSULATION PER N.Y. �� H STATE ENERGY CODE FINAL 1 1 ADDITIONAL COMMENTS 4 G o . V z tV � m o Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the follovying,before applying? TOWN HALM: r Board of Health V SOUTHOLD,NY 11971 4 sets of Building Plans V TEL:(631)765-1802 Planning Bo approval ✓ FAX:(631)765T9502 /�' Survey SoutholdiTown.NorthFork.net I n Check btyVVE Septic Form N.Y.S.D.E.C. Trustees / Flood Permit Examined 20 l JUN 18 2012 Storm-Water Assessment Form o tact: Approved.- 20 Mail to: BLDG.DEPI, bisapureveda/c TOWN OF SOUTHOLD Phone:-5�g? J 8 Expiration 120_ Building Inspector APPLICATION FOR BUILDING PERMIT Date C/rr��cG ;20/_ INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be cormnenced 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 Inspectof 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. '--fi44M UAk (Signaturc/of piicant or name,if a corporation) (Mailing address of applicant) T State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder D >✓h2� Name of owner of premises Jvct A7 Gc4. (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. 39 9 7 Other Trade's License No. lr h �,lr.,gV1 /,i h. 1. Location of land on which proposed work will be done: .397J,111a 11 lea ,-of e�� Mouse Number Street Hamlet County Tax Map No. 1000 Section /5 Block 128 Lpt f Subdivision Filed Map No. Lot; 2. State existing use anli 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 her Work (Description) 4. Estimated Cost 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 /Mv 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Wl� 7. Dimensions of existing structures,if any:Front �1Z Rear ?- Depth y� Height/g/ /,o r/dZP NWnber of Stories l Dimensions of same structure with alterations or additions:Front Rear Depth . Height Number of Stories 8. Dimensions of entire new construction:Front Depth Height Number of Storms / 9. Size of lot:Front ! s^ Rear _Depth 10.Date of Purchase 199_D Name of Former Owner We .T� 11,Zone or use district in which premises are situated yU 12.Does proposed construction violate any toning law,ordinance or regulation?YES NO ✓ / 13.Will lot be re-graded?YES NO ill excess fill be removed from premises?YES NO 14.Names of Owner of premises./{'ti h.�y L_As44kddress "-11 ?Mg lVftone No. �Z�-fg68 Name of Architect .��1�/✓�s .Pei.Fosh i PW Address <trt7r• y�u�„4K,FPhcne No Name of Contractor //Ah/C/ / Address_yi9/W.0 a/n' A,.,&hone No. 23-39�6r 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE 131�QUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO ,/ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES-NO *IF YES,PROVIDE A COPY. STATE OF NEW[YORK) COUNTY OF NQ,.n eH L Ft s ch Gr being duly sworn,deposes and says that(s)he is the applicant (Name of individ al signing contract)above named, (S)He is ther� � � (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tA d y o f 20 1,A tary Public LINDA S. CARLSON Si a of Applicant Notary Public, State of New York No. 01 CA6137178 Qualified in Suffolk Countv _ Office Location: ��0� SQUn Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) C/, P.O.Box 1179 Southold,NY 11971 G`. • �O Southold,NY 1 1 97 1-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING HELD JULY 30, 2009 ZBA File#6292—Daniel and Nancy Fischer Property Location: 38785 Route 25, Orient CTM# 1000-15-08-1.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated ?? _2009 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's property contains 72,665 square feet in area and is improved with a single-family, two story frame dwelling, a one story frame improved barn and two accessory structures (play house and shed), as shown on a survey prepared by John T. Metzger dated April 12, 1990 and revised June 16, 2008. BASIS OF APPLICATION: Requests for Variances,based on an application to the Building Department and the Building Inspector's February 4, 2009 Notice of Disapproval concerning a proposed subdivision of property for the following reasons: (1) the proposed subdivision is not permitted with less than a minimum 40,000 square foot lot size in the R-40 District, for proposed Lots#1 and#2; (2)the existing as-built(without permits) one story structure is proposed on Lot#2 with a side yard setback at less than the code-required minimum of 15 feet; (3) the existing accessory shed is less than the code required minimum of 10 feet. Note: Shed was moved to conform with side yard setback code provision upon granting of proposed subdivision and new proposed lot lines. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 25, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: Page 2— July 30,2009 ZBA File#6292—Daniel and Nancy Fischer Property Location: 38785 Route 25,Orient CTM#1000-15-8-1.1 AREA VARIANCE RELIEF REQUESTED: The applicant is requesting area variances for a proposed subdivision of the existing parcel into two equal sized lots. The area variances are for a lot size of 36,333 square feet for proposed Lot#1 and a lot size of 36,332 square feet for proposed Lot #2 where the code requires a minimum of 40,000 square feet per Lot. Proposed Lot #2 will also require an area variance for a Side Yard setback reduction with the conversion of the existing improved accessory barn structure into a principal dwelling. This existing improved accessory barn structure has a Side Yard setback of 11.4 feet where the code will require a 15.0 foot Side Yard setback. As shown on the Survey of Property prepared by John T. Metzger L.S. dated April 12, 1990 and revised June 16, 2008. ADDITIONAL INFORMATION: The applicant has previously been before the board under ZBA File # 5883 requesting area variances for a similar subdivision of this same parcel and was denied relief. In response to a request for comments from the ZBA, The Town of Southold Planning Board, in a Memorandum . dated May 4, 2009 addressed to the Zoning Board of Appeals states that it has inspected the site and analyzed the lots and lot sizes in the surrounding neighborhood and has concluded that it has no objection to the issuance of the requested variances under this application. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1), Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed lot sizes are consistent with the existing lot sizes in the surrounding neighborhood, The side yard variance requested adjoins a Town of Southold owned Recharge Basin, which is heavily vegetated and buffers the existing improved accessory barn structure from the neighboring property to the North. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by, some method, feasible for the applicant to pursue, other than area variances. The existing parcel is 72,665 square feet and therefore cannot be subdivided'to create two code conforming lot sizes of 40,000 square feet each. Upon granting the approval of the lot size variances to create the subdivision, the improved existing accessory barn structure will require a Side Yard variance because it will then be interpreted as a dwelling under the code. 3. Town Law §267-b(3)(b)(3). The area variances for the two proposed lots require a 9.17% variance each, which is not substantial. The side yard variance would be 24% and not substantial when considering this Side Yard adjoins a well vegetated Recharge Basin. 4. Town Law $267-b(30)(5). The difficulty to require variances for the two equal lot sizes of the proposed subdivision has not been self created because the original parcel consists of only 72,665 square feet where the code would require 80,000 square feet in this particular case. The difficulty has been self-created with respect to the request for a Side Yard variance for the improved existing accessory barn structure. The difficulty came when the owner improved an existing conforming accessory barn structure to a dwelling. • Page 3— July 30,2009 ZBA File#6292—Daniel and Nancy Fischer Property Location: 38785 Route 25,Orient CTM#1000-15-8-1.1 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6.Town Law&267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the subdivision of his property, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, .motion was offered by Member Schneider, seconded by Member Weisman, and duly carried,to GRANT the variance as applied for, as shown on the Survey of Property (1000-15-08-1.1) by John T. Metzger,dated April 12, 1990 and revised June 16, 2008. Vote of the Board: Ayes: Members Goehringer(Chair n, Wei and Schneid r. This Resolution was duly adopted (4-0). and P. Goehringer, Chairman./ 009 Approved for Filing R CEIVED o : 3C Southold Town Clan ' F i Town of Southold j � Erosion, Sedimentation $ Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S C TAt S: THE FOLLOVffING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORA&WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District 'SecUon' --fft— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. i SCOPE OF WORK - PROPOSED CONSTRUCTION Yr M# / WORK ASSESSMENT_ Yes No a. What is the Total Area of the Project Parcels? Will this project Retain All Storm-Water Run-Off the he Scope Total Area of all Parcels located within / Generated by a Two(2')Inch Rainfall on Site? the of Work for Proposed Construction) ryes) (This Item will include all run-off created by site b. What is the Total Area of Land Clearing clearing andlor construction activities as well as an S and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION (PoweAmsorapimes hheded) 2 Does the Site Plan and Survey Shaw All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Surrey describe the erosion and sediment control practices that win be used to control site erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. , 4 Will this Project Require any Land Filling,Grading or l 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 Dlsturbing Activities Encompassing an Area In Excess of Five Thousand a (5.000 S.F.)Square Feet of Ground Surface? s Is there a NaturaP-- l Water Course Running through the General DEC SWPPP Requirements: Site? Is this Project within the Trustees jurisdiction i orwithin One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beads? disturbances of one(1)or more saes; including disturbances of less than one acre that 'Tl ffiere be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more sass of land; µrhich Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(I OW)of Horizontal Distance? E] the DEC has determined that a SPDES pemdt is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements ofthe SPOES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges frorrr Consbucuon activity-Permit No.GP-040-e01.) Surfaces be Sloped to Direct Stonn-Water Run-Off a 1.The SWPPP shall be prepared prior to the submittal of the NOL The Not shall be into and/or in the direction of s Town tight-of-way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where Q Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used andfor Removal of Vegetation and/or the Construction of any F-1 constructed to reduce e pollutants in storm water discharges and to assure Item Within the Town Right-of:Way or Road Shoulder compliance with the terms and cond'idons of this permit.In addition,the SWPPP shall Area?forte Item will NOT Include the M ry Stellemon of DFtrmx AFewp.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.Ali SWPPPs that require the postconsbuctlon storm water management practice In a Box and the construction site iffisturbance is between 5,000 S.F.&1 Aso in me, component shall be prepared by a qualified Design Professional Licensed In New York a Star ,4liater.Grading,Drainage&Erosion Control Plan Is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to lsauande of Any Building Permit. (NOTE: A Check Mark(4)and/or Answer foreach Question is Requhed for a Complete Apocauon) STATE OF NEW YORY, ��ss COUNTY OF.r°SLI.Z'2&0I.�.................SS .t?... L ..—/ Ghe✓ ............being duly sworn,deposes and says that he/she is the applicant for Permit, . ..•• .• (Narhe of i........................................sWng And that he/she is the ............................................�e✓ (Duvrrer.Contractor.Agent Corporate Officer,etc) Owner and/or representative of the Owner or Oumers,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 fords in the application filed heremidi. Swom to before me this; .................../.J?..................... ay f.....i. . ...P. ... .. .. ........12011 _ Notary Public: .......... .. .(1. :.. .......................... .......�....... 1..�....... ....................... ;Al till DA (S neturo of Applicant) FORM - 06/10 Notary Public,State of New York No.01 CA6137178 Oualified in Suffolk County _ Commission Expires Nov. 14,20 to ut Town Hall Annex 4 4 Telephone(631)765-1862 54375 Main Road fISOggO QQ22 .P.O.Box 1179 roperrichert OWUnV us Southold,NY 11971-0959 �/ "�rlPil�ti BUILDING DITARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �G,.� t - �,f ,, f,/ Date: Company Name: Name: License No.: � Address: �D (1 )6 i . hone No.: 3 G y 7 3 JOBSITE INFORMATION: (*Indicates required information) *Name: 1 n "f' UWS G 14 C5 *Address: '`Cross Street: y � F4r M !mod. *Phone No.: Permit No.: Tax-Map District: 1000 Section: 5' - Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) C)v' e- 1 cS J,l 1 n W r i t o-Ve, SP�A�YX (Please Circle All That Apply) *Is job ready for inspection: YE NO. Rough in Final Do you need a Temp Certificate: YES/ NO - - Temp lnformation(if.needed) *Service Size: 1 Phase Whase 100 150 20 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION U � ,824Request•for Inspection Form 1�� I ' MAILING ADDRESS: PLANNING BOARD MEMBERS soar P.O.Box 1179 DONALD J.WILCENSKI ���� y�lO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G ® 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUm Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 5, 2012 Charles R. Cuddy, Esq. P.O. Box 1547 .Riverhead., NY 11901 Re: Final Approval: Standard Subdivision for Daniel Fischer Located at 38785 US Route 25, Orient SCTM#1000-15-8-1.1 Zoning District: R-40. Dear Mr. Cuddy: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, June 4, 2012: WHEREAS, this proposal is to create a 2-lot standard subdivision on a 1.6682 acre parcel where Lot 1 is 36,333 square feet and Lot 2 is 36,332 square feet in the R-40 Zoning District; and WHEREAS, the Southold Town Zoning Board of Appeals granted approvals for Lots 1 and 2 for lot area variances and a side yard setback variance on July 30, 2009; and WHEREAS, on March 9, 2010;the Southold Town Planning Board granted Sketch Approval on the map prepared by John Metzger, L.S., dated July 15, 2009; and WHEREAS, on September 13, 2010, a Preliminary Public Hearing for the above- referenced application was held and closed; and WHEREAS, on November 15, 2010, the Southold Town Planning Board.granted Conditional Preliminary Approval; and WHEREAS, on February 24, 2011, the agent submitted an application for Final Plat Approval along with the Final Application Fee in the amount of$500.00; and Fischer Page Two June 5, 2012 WHEREAS, on October 3, 2011, the Southold Town Planning Board reviewed the Office of the Town Engineer's comments and decided that in place of a full SWPPP the Board would require storm water calculations; and WHEREAS, on April 9, 2012, the agent met with the Planning Board at their Work Session to discuss the requested storm water calculations. The Planning Board agreed that the calculations were not necessary due to the fact that the site is already improved. Additionally, the Planning Board required a Covenant and Restriction restricting that storm water be retained on-site; and WHEREAS, on April 18, 2012, the agent submitted revised Covenants and Restrictions; and WHEREAS, on April 25, 2012, the agent submitted the required Park and Playground Fee and the Administration Fee; and WHEREAS, on May 16, 2012, the agent submitted five mylars and six paper prints which had been endorsed by the Suffolk County Department of Health Services; and WHEREAS, on May 21, 2012, the Planning Board, at their Work Session, accepted the revised Covenants and Restrictions and agreed to waive the final hearing pursuant to Section 240-56 of the Southold Town Code; and WHEREAS, on May 30, 2012, the agent submitted Covenants and Restrictions recorded with the.Suffolk County Clerk, Liber 12694 and Page 708; be it therefore. RESOLVED, that the Southold Town Planning Board grants Final Approval on the map pgntitled "Final Plan Fischer Property", dated April 12. 19 0 and last revised January 17, Y2012_,_prepared by John T. Metzger, Peconic Surveyors P.C., and authorizes the Chairman to endorse the map. Upon endorsement of the Final Plat by the Chairman, the mylars and paper prints must be picked up at this office and the Final Plat filed with the Suffolk County Clerk by the applicant within 62 days of the date of Final Plat Approval, or such Approval shall expire. Final Plat Approval shall be determined in accordance with §276 of the New York State Town Law. Final Plat is void if revised after approval. No changes, erasures, modification(s), or revisions shall be made to any Final Plat after it has been approved by the Planning Board, and such approval has been endorsed in writing on the plat, unless the said plat is first re-submitted to the Planning Board and the Planning Board approves any modifications. In the event that any such Final Plat is filed without complying with this requirement, the same shall be considered null and void, and the Planning Board shall institute proceedings to have the Final Plat stricken from the records of the Suffolk County Clerk. Fischer Page Three June 5, 2012 If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. censki Chairman Encl. cc: Building Dept. w/map Assessors w/map 3 733s; BUILDING PERMIT EXAMINER CHECKLIST`. 'Date Submitted: Date Reviewed. Applicant: �� /— Owner: �. ArehhttecOE igineer: Y �- Estimated Cost: SCTM# 1000 — Subdivision: 0Aa4VC/iV_ 'LZone: Conforming? Property Address: 319 7 0 S a `"-`` City: Pre C.Os? Building Permits (Open/Expired): BP -Z/C/o Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y oroDetermination: STaPWA, Jt7 RitN--Q.FF 4��� REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ao7o ACT: Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear REQ. Height. 35" ACT. Height Re 6z. 0*TH SIDES A C T a�--oect Descr.ip on: aP : ' 3 a Waterfront. Y o -P If yes, water body: Panel# a Flood Zone: Bulkhead/Bluff Distance: ^ ADDITIONAL APPROVALS REQUIRED PLR N 5 (4) SIGNED, 5E,4L.ED ®�SuRNtY Suffolk County Health: ► or N - If yes, *Be d#: f *Date: �� 3_� Permit#: 9 10- t'dt Cown Septic: Y-IJ - Y or N Received: Y or N B If no, certification required: y: NYS DEC: PRE-DEC 9/1/75 Y or(O- Date: / /_ Permit#: or NJ Letter— Notes: Southold Trustees: Y o�- Date: _/ / Permit#: or NJ Letter—Notes: 1 Southold ZBA'Y or N - Date: 7//7v/0/ Permit#: —Notes: Southold Planning:0or N- Date: 6'/ / /"L Permit#: -Notes: /:;ZJ Town Landmark C of A: Y o&TE: _/ /_ *NYS CODE Compliance (page 2): Y or N C0NTK4<T'0R 0ce-NSC P15f1BJLITY LIABlI.ITy 41/piek^fENS COMpF�S 1/"'V �. Notes: Fee Structure: Calculation: Foundation: 33 SF 1011 53 X $ _$ 's-O 1 , oZ0 First Floor: �L 0 SF + Initial Fee: $ ?--0 0 , 0 0 Second Floor: SF +Additional Fee ( : $ Other: SF SF X $ , =$ Total: X 3 SF + Initial Fee: $ _ + Additional Fee �W-( B�): $ O . oZ o C of o FEE �.5 0 r00 AS BUILT FEE 4 70 / R90 TOTAL: $ 1 `f�� ► �(0 NEW'YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load;ZQ Wind Speed; 120MPH Seismic Design Category:` Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Iee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRES S 5.7 S.F.: Y/N # LIGHT 8%: Y/N VENT.4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN .ENERGY CALCS: Y/N (RESCHECK) TOTAL CO TAP IJENCE? Y/N (RETURN TO PAGE ONE) 2 N� O Q MAP OF ORIENT BY THE SEA FILED OCT.23, 1961 Fl3�4O. N m LOT fib 560 0 - ;Nam / o T O i 52100' . q0 6`G / CL ^TOWN OF SOUTHOLD N 66' 26' 00" E 114.21' 1 fE�E AREA -/0,007 sq./l. f07.08' Sn 1fOM FE N 66' 05' 20" E 103.69, PIK CHAN LW 9� �•1� rpr �j PIPE i m `oS FR.BARN IMPROIEDI B m PROP.I STYE HSE. � 2 N Pa r� 0� W $ o q of�xs ,� 38332 .1 V_ F WI 36333 gq. ° 4 �•�' Y��i Imo` o i a3_ FINAL MAP Z O PO REVIEWED BY ZBA R SEE DECISION# L)ATED__ 3 b' 23A�� �,J►00 SURVEY OF PROPERTY "° ho.. - A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 15 - 08 - 1.1 Scale 1" = 40' I—i—miva April 12, 1990 #MOISI330 33S CERT/f/ED r OCT.17,2005(aM60,1sl} SECURITYo TITLE 6 GUARANTY CO. NOV. 29, 2006(RECHARGE BASIN) H8Z A8 (13M31A321 SOUTHOLD SAVINGS BANK MARQi 86 2000 VMVEWAY) DANIEL FISCHER JUNE 16,2008 8R£VISION) dHW lb/Nl� NANCY FISCHER JU.Y IS,20091SH��1 j J _ JUL ANY ALTERATION OR ADDI7M TO THS SURVEY IS A VIOLATION 2 0 1009 OF SEMN 7209 OF 7W AV YORK STA TE EDUCATM LAW. EXCEPT AS PER SEC1XJMl 7p09-AMMSI N 2.ALL CERTFICATIONS NEWON ARE VALD FOR 7HS MAP AM COPES n9WOF OM Jr •-�r•-• � Y. LlC NO .A9618' ` SAD NAP OR COPIFJ REAR TH:r1'RESSM SEAL OF TM SLRVEYOR --- -_.-._..-.--._--_.;• ' " -." . WHOSE SkNATlfRE APPEARS HREOK ECONIC U YORS, P ?:, (631) 765-5020 FA P. 0. 80X 909 � =''•< 1230 TRAVELER STRE SOUTHOLD, N.Y. 11971 90 - 170 SOD S ef. -11-0038 , lop V Cyj j - d � MAP OF QR/ENT BY. THE SEA FILED OCT. 23, 1881 f1LE 34440 LOTck. B6 i / 0 O0 OWN OF SOUTHOLD \ N 88' 26' 00" E .107..08' T - =- /).E 4.TT E rroN h FE N 88' 06' 20"PW E 189.88 qE 4 � a 117 r F 9 Q. 0 74 Q 0 1� 'J:!'NE c11AJp1 LPN \ P cF ,�,.r--�,�. GG6:1 9Z� 2 W ,/p. # .... to,H E EL >� FND ar I ® ® 10 00 .0 Iov fLECTA�c N -- FPAPE ?Fes• 0.. $®` ®. IOC®E YCTER � I 4Y.d'. GAVEL CH j I �• \ai rH d.' sTl t HOUSE c IL9 , F1'6 FL".14 j IL W L? ^ 0 EL'I •�r PAVO ` •W ,F �\ 42.5' YO 16'B L7; DECKS 3wA;TER> . 333 Isg•. �0 LINE 12'At D'WE. © T ro L 0 T NUMBERS ARE REFERENCED TO ?jam y 1V A so©r \o SUBDIVISION- •FISCHER PROPERTY" O� ,, p ®"• 51••H-E FILED IN THE OFFICE OF THE SUFFOLK ® rz,,H_ E COUNTY CLERK. -� 33 T gyp• 12'AA ® y'H-E 9.9!' d t\ �® a's> \k���® ', �y1 �O Test LrI r b McDONADGEOSCIENC CPI l,/5 Q,0 11112109 EL 12.5 E 2 DARK BROWN-LOAM OL BROWN SILT OL • 5' I hog BROWN FINE To- \, COARSE SAND SW SUR VEY OF PROPER T Y ,�c� I/.4, EL la t A T _Q00\- - sA�S�RSSEC_ ORIENT o TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 15 - 08 — P/OLOT 11 - The locations of wells and cesspols Scale 1 = 40� -shown hereon are fr6m field observoal/ons and or from data obtained from others. July 3, 2012 Therefore their locations and or existence is nol�guaranteed_.. _ _ I am familiar with the STANDARDS. FOR-APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE I , DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and- on. the ` Y , '� a Q} - permit to construct. �1yw FEMA FLOOD .ZONE X ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION N.Y1 S. C1C. NO. 49618 OF,SECTION 7209 OF THE NEW YORK STA TE EDUCA TION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERT/F/CATIONS ECON/C SU EYORS, P.C. . HEREON ARE VALID.FOR THIS'MAP AND COP/ES THEREOF ONLY IF 63IJ 765 - 5020 FX (63/) 765 - 1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE S1GNA TUBE APPEARS HEREON. 1230 TRAVELERS T ELEVA TONS.ARE.,_REFERENCED TO NAV088. art nW SOUTHOLD, NO�EET n 0_/ 7O GENERAL NOTES WIND FRAMING NOTES N[AILINAG SCHEDULE �---- PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOT FR/-►MING: OCCUPANCY CLASSIFICATION AL 1-114'x20 gauge strap shall be attached to each palr of rafters In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING ' When a collar fie Is used In leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT .�• In each end of the collar He need not exceed the tabulated number of 8d nails In the strap. . CONSTRUCTION NOTES: RAFTER To 8'WALL:3-BdCOMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-Bd COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION 1).The Information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST W WALL:3-8d COMMON EACH Intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In ' TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters TO TOP PLATE 10 WALL 4 Bd COMMON JOIST State building codes.The General Contractor is responsible for providingstandard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE 1995 SBC HIGHH WIND EDITION WOOD PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL E CO sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3a CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING S PER FLOOR PLANSSECTION OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 00 m The General Contractor Is responsible for ensuring that all and construction WALL-TO-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinanceses and regulations,etc. Wall studs above and studs below a Boor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS wlo STORAGE 10 should be adhered to even If in variance with the plan. studs shall be attached to a common member In the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO.RAFTER END NAIL- DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 46 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4),WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER END NAIL ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shad]have a minimum embedment of 7Inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordlnaflng with these plans,nor responsibility for r foundation and slab-on-grade,15Inches In masonry block foundations,or lapped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAU DR ILS(ANY DIRECTION 200 QTY. SPACING precautions and programs in connection with the work There are no warranties for a bottom plate,3 Inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY to TOP PLATE TO PER FACE NAIL spedflc use expressed or Implied In the use of these plans. anchor Is to are spaced and sized inn 6-12 accordance eatable the a In of a sill to sparing, 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts ere to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION GE& PAGE: i INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEEG E 6).The General Contractor Is to ensure that masonry or prefabrarted fireplaces meets 5).TYPE I EXTERIOR SHEA.RWALL CONNECTIONS: STUD TO 24- FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel an the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SE FLOOR SCHEDULE _ attached with Bd common nails at 6"o.c.at the panel edges and 12'o.c.In the field,and FIRE PROTECTION ym" 7).The Genera]Contractor is to consult with the owner for all built-in hems 112 inch gypsum wallboard on the Interior attached with 5d cooler nails at T o.c.at panel • HEADER TO 16d COMMON 16'O.C. FACE (SMOKE&Co DETECTORS SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN NIA-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken Into account during construction. , PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3.6 RELEASE 1 6).TYPEType IExrERIORSHFaRwALLcoNNECments BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES. Type IIadjustexterior nt factors I shell meet the requirements of table 3.15a b times the appropriate FLOOR JOIST,BAND JOIST,2-16d COMMON PER FACE NAIL length adjustment factors In table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND I SEISMIC FROST WINTER ICEBHIELD FLOOD determine Intended heights of finished floor(s)above typical grade. 7),INTERIORStiEARWAiLCONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sldewall ten LOAD MPH CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil, lengths provided In table 3.14 shall be permitted to be Increased when 9 ( r9 Interior shearwalis are used.Sheathing and connections shell be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO 11 NONE Y TO HEAW 3).Provide 1/2'ezpanelon joint material between concrete slabs and abutting JOIST TO: � 4-Bd COMMON PER TOE �� MODERATE concrete or masonry walls occurtng In exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections In accordance BRIDGI 2-Bd COMMON NG EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST be Installed with#4 re-bar,18'long at 12'c.c..Use approved epoxy for Installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.l..Concrete to be 2-Bd COMMON END NAIL N PERIMETER EDGE ZONE 8d COMMON @ 6'O.C. Bd COMMON®6-D.C. SEE NOTES:1,3 poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 Inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shell either be notched and BLOCKING T0: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6-O.C. 8d COMMON @ 12"D.C, NOTE:2 FOR PANEL FIELD 6'maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENOWALL RAKE AND RAKE TRUSS 8d COMMON @ 4.O.C. 8d COMMON @ 4'O.C. SEE NOTES:1,3 8x Crawl spaces n be provided with r minimum.of area. °access opening.Install one attached with the above requirements. TO BEAM 3-18d COMMON JOIST NAIL 8x16 cast Iron foundation vent for every 150 sq.ft of area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exteflor of foundation with bituminous oDaflng as per section R406 of DECK AND COVERED PORCH NOTES. 3-BdCOMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 AGO pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfllling. All fasteners,hangers and anchors to be galvinlzed or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the pedmater edge of the roof,Including 4 feet on eachr side of the roof peak, D JOIST TO: 8).Drainage as per section R405 of N.Y.S.Residential Construction Cade. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILLBAWOR TOP T PLATE -12,-16d COMMON FOOT S TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. EE NOTE:1 '- Girders on concrete piers shall be anchored with proper steel connectors anchoredPER 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES Into concrete with a minimum 1@'dia x 7'long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12'xl2"xl2'thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood FramingConstruction Manual. CITY. SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 112'dia x 7'long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c. 9 below grade.Parches with covered roofs shall have 12°dia,concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2).Unless otherwise noted,all framing and structural wood malarial to be#'1+BTR. WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16Inches o.c.unless noted 5).A minimum of 10 Inch flashing shall be Installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2'dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS) 9 9 4'EDGE ZONE Bd COMMON(aI 6"O.C. Bd COMMON(d�12.O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7.O.C.EDGE J4).Unless wall noted,all)Jacks wall headers full en(2)stud#2+BTR Doug.Fir. WALLBOARD 5d COOLERS 10,O.0.FIELD INTERIOR ZONE 8d COMMON®6-D.C. 8d COMMON @ 12°O.C. SEE NOTE:3 Bearing wall headers to have(2)Jack studs end(2)full length studs on each side of all 6).Canasta piers shall be a minimum 6°above grade. openings.LVL headers to have(3)lack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wail openings between 611 and W9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. CITY. SPACING 5).All flush beamsRheaders to be Installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL ed COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone a ment requirements shall anchors where applicable to all conneCJngjoists. PLUMBING NOTES PANELS WD.C.ED C be used. 7/16'OSB 3'O.C.EDGE 6).Double u floor joists under walls that run parallel to the floor Joist and under bathtubs.1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential 6d COMMON 2.Tabulated 121nch o.c,nails spacing assumes sheathing attached to stu freml members with PLYWOOD 6'O.C.FIELD ) P 9 8 p J 1 G>0.49.For framing members with 0.42<G<,the nail spacings shall bore ced to Inches o.c. Floors to have ceramic file Installed shall be verified for proper load capacity unless noted Construction Cade. GYPSUM 5d COOLERS 7 O.C.EDGE 1!! -� WALL80AR0 10'O.C.FIELD aF' I�`C� on plans, e+ 3).For exterior panel siding,gaivin]zed box nails shall be permitted to be su sttuted'f carry mon�ail Y 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 7).Provide blockinglbridsdng th flcorJolsts at B'0 o.c..Use saki blocking In floor joists f� NOTE: .; under all bearing walls. 3).Ifwall studs,plates or Joists are cut out during Installation for any plumbing related work, NAIL NAIL providd adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION CITY SPACING CONTRACTOR TO PROVIDE SOIL TEST T0,VE ,IFFY,, 8).Provide Insulation baffles at eave vents between rakers.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6°O.C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAP LTY. k 1 PSG 8d COMMON K?i) needed. 1.ORLESS 12"O.C.FIELD ' �,,,/•� :�• HVAC SYSTEM NOTES 1).PROVIDE SIB'TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXI UM DISTANC¢ES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1W thick,4-ply Fir 1).Mechanical subcontractor Is responsible for edheadng to all eppllceble codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIP- iP TECTIVIE"Gk:OATING FOR CON,ACTT WITH ACQ. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS-PER LOORi l >;; ' THESE NOTES ARE ONLY TO BE REFERRED TO IF -% -'•i. ?��; :, 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED Wafiil r 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor Joists.Finished Boor to be Installed •. Fireblocking shall be provided to cut aft all concealed draft openings(both ve I-soil h�#ntal)-r. equipment supplier. and to form an effective fire barrier between stories,and between a to story an the roofce. over subfloor as per manufacture's Instructions. 1).Nailing requirements are based on wall sheathing P.,ry'v 3).HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6'on-canter at the panel edge.If wall sheathing Fireblocking shall be provided In wood-frame construction in the followinglki'cetio :�• •(r C" ��..; 11).All bathroom walls to have 1/2"thick moisture-resistant sheetroc.Garage walls and Contractor end owner for final review and approval. Is hailed 3'on-center at the panel edge to obtain higher a�gyp., Alother parts of building shear cepacdes,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,Including furred spaces afttue ce] ceilings and over furnace to have 5/8'thick type-x sheetrock. ri efitl floor�� , to have regular 112"sheetrocc.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or aftemate connectors, levels.Concealed horizontal furred spaces shall also be fire-blocked at Intemials`nof ez Ing)1a ' such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fir eblockI In walls sW led' 12).All roof with a pitch less than 4:12 shelf be Installed with an Ice&Water bander or 1).All electrical to be Installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,flie tabulated number of nails shall be permitted 2).At all Interconnections between concealed verUcal and horizontal spaces such as occur at soffits, 13).All sill plates and wood In contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. be Installed with a foam sill gasket and cap-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Cade. 3).In concealed spaces between stair stringers at the tap and bottom of the run.Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R314.8,N.Y.S.Residential Code. AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ACCEPTED BUILDING PRACTICES;HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTED fi).For the flrebiocking of chimneys and fireplaces,refer to Section R1001.16,N.Y.S.Residential Code. = WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS •. USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, is , y KING STUDS kENOWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL JACK STUDS RAFTER . FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST, ADS5 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS CONNECT TO 1 SIDE Of ALL CORNERS Oy BATH I SPA TUBS TO HAVE A DOUBLE FLOOR J018T8 UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR D' �� ANCHOR PLATES OF 1ST,FLOOR CONNECT THROUGH ALL OPENINGS LSTA12 1-114�A2'20ga STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1I45Q4'20ga.STRAP APFLY OVER RIDGE TO EACH RAFTER 2x6.2x8 LS26 iega SLOPE HANGER APPLY TO EACH RAFTERI LEDGER JOIST DIRECTION WITH(2)JOISTS,UNDER WALL THE FLOORS TO EACH OTHER W!THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ge.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING 024.00 WALL STUD / \ VENiS SELECTED AND ------W,LLL LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOPSIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALLFLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48.00 BARRIER TO LAP FLASHING 1 2x4 SOFFIT JOIST AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOWlDOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 11150 OF THE AREA OF GUTTER INSTALL 4'P O.C. THE SPACE VENTILATED.ALL OPENINGS WOOD GIRDER 4'-8' LSTA24 1-114'+d4'20ga.STRAP AND JACK STUDS SHALL BE COVERED WTTH CORROSION- ONTIN.SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT 1 EXT.PLYWOOD INSTALL 4T1'O.C. FLASHING TO FORM CHANNELLOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF V.INCH IN DIMENSION.. SOFFITED SAVE 8'-14' LSTA30 1.114240.18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4'.S'RAFTER RT10 10.314'x 18ga.TYDOWN ANCHOR INSTALL 4'0'O.C. ```Y' ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14'-16' LSTA36 1-114'x36'18ga.STRAP AND JACK STUDS 8'-12'RAFTER RT20 21-118'x 20ga.TYDOWN ANCHOR CONNECTTO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS ON ALL OPENINGS �KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAV E DETAIL 2ND,FLOOR WALL OF FLASHING ROOFING LAPS BASE L,LLL'LJ FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST - - SIDE WALL FLASHING TOP PLATE GIRDERIHEADER 1ST.FLOOR WALL STAPPINO TO BE ATTACHED TO WALL STUDS @48'OC WOOD JOIST AND ALL WINDOWIDOOR OPENING JACK STUDS METAL PLASHING AT ALL EAVES,SIDEBIALLB, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES 00 RAFTER INSTALL 4'0'O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8' LSTA38 1-114'4V 18ga.STRAP ANDJACKSTUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN.1-10 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0.O.C. RAFTERIPLATE RT16 TYDOWN ANCHOR CONNECTOR- RAFTER PEAK TO ALLOW FREE THE PROPER STEEL CONNECTO i RAFTER TO PLATE OVER RIDGE TO AIRPASSAGE IF ABLE,SET FIR JOISTS APROX.1l2'HIGHER THAN LVL HEADERS V-16' MSTA48 1-114'x4W 16ga.STRAP AND JACKSTUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATENVALL SPTHA STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS DEL.SILL PLATE �----BUBPL.00R TERMITE SHIELD I SILL GASKET ' WOOD J018T0 TYP.CONC.FOUNDATION CONC.SLAB ' NEOPRENE DAMPPROOF EXTERIOR L A 8 MIL.POLY �+B�T I bb/�0 CONTINUO110 WOOD PLATE V GRANULAR FILL r • ' BOLTED TO STEEL CEAM WITH BMIL POLY ON EXTERIOR I ' V A � STEEL COLUMN I ' A + I In'DIA. COLTS-40°o.c.STAG. A A, CONIC.SLAB 4 4 •p - a • 1 S n ROOF JACK ION 1 STEEL BEAM e•• v y (A 1. ' COMPACT FILL ' A v %,� .H s�?,.- 4'x V4'x B'STEEL p p ^ •, ROOFING LAPS • i1 7% �� ,i� TOP AND& ANCHOR BOLT KEYWAY DOTING e • V •p CONC,FTG. �•e .4 Q•e SIDES FLASHING T 1 • •3 •O ANCHOR BOLT CONNECTION USE WITH WASHERS SIDES AND TOP >� "y�1�"`GRdIT (USP LBPS68 OR BP583) IN p ul REINFORCING BAR - ;�� 'b _ DRAIN TILE p ANCHOR BOLT CONNECTION as I?.,I yt FOUNDATION 5!8'DIA ANCHOR BOLT 'r y c-'• 3°5 COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS ,N v?� 1 n C3 (10 KIF SILL PLATE TO FOUNDATION ROOFING AT BOTTOM _ L9 S-•°. 'j. 1;, E�, � SP O F U D 10 1 STORY 7T OC SILL PLATE TO FOUNDATION --•! TYIGA`L:3BEAM DETAILI TYPICAL CONC.FOUNDATION.APPLY PILASTERS 2 STORIES 36.00 WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3'STEEL COLUMN ANCHORED T024724SU2'CONIC.FTO. CRA SPACE OR FOUNDA ION <: STEELS'%,-'BQi'jOM BEA �NG WALL BOTTOM PLATE TO FOUNDATION .-„ _ rf; 1.2 STORIES 5T OC _G D ROOF JACKS 4 VENTS DETAIL _ SUBFLOOR C.SLAB 8%61017 WWM GA DOORFRAME RAGE `S�'0++. •---% COMPACT FILL i � DOOR (�—JOIST USE 2X8 °'L `'' �4� I I FOR BLOCKOUi �`\`.,` +3C� STEEL BEAM 4"BLAB ~ SLOPE P.T.PLATE W/bX6 WMM 4°DRIVEWAY NOT H JOIST AND ADJUST HEIGHT ` 1Jl AIRS ACE <I ' �LL �9 (WIT A NAILING PLATE IF NEEDED) • I •9'' AT END AND TO B APROX.112'OR HIGHER THAN •4 '`•-v--^--v-A- e J C.Cte DES OF WOOD 0 a •� •. STEEL EAM TO ALLOW FOR SHRINKAGE 'p f'e Q• 4 • 4 ', a' ' e BLS 4.t •• (PROVIDE�TRApPING TO KEEP JOISTS ALIGNED) 12, • , 8%BW.W.M. - 4~' 4Y a e•• - 4 >••.e�'a — J MIN. a'►n 'e •A Q'p Q'A A' ro ��NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM 'e p C •e�• �—SUBFLOOR 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM I e ` DRAIN TILE !a 1r 1. •o ` REINFORCING BAR -�. O,,•'• ' - yJOIST ro . SHEET METAL 130#FELT UNDER BEAM AT POINT ` 4 )• • (3 OF CONTACT WITH CONCRETE OR CONC.BLOCK STEEL BEAM •• 3• TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)94 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. � • SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)g4 REINFORCING BARS. 3-MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT gFAM PAr:lC FT r r • SCDHS Ref. # SIO-10-0004 a. . t#L LANE HSE. 2 MAY 1 6 2M £w 4LR N vEW LANE ►�`a Ira FR _ EL Its s� '� UK Q/l.s�A99FT EL N !'YK1 RlAP OF O!?IENT BY_ rW - SEA FILED OCT. 23, 1961 FILE NO. E u ar . 3444 cn /as ram# r lao E LP. le- N / N TALK CROLAV WATO?V_1i sy LOT o Nl Esr E7CPECTED SITE g RrF CROSSECTION NEW SEPTIC SYSTEM SEPTIC TAW 81/ . 4'L*LV DEPTH Ro 2- LEACHING POOLS 8'0 a 6'DEPTH O KEY MAP ' N 88 28' 00" E 114.?1' I TO WN OF SOUTHOLD $ SCALEr 1'- 600' .��4.T1E p TYPICAL PLOT PLAN p a+'.' 0 Of E " Fr N see 06' 20" E 183.88' f i 4�'�'' (NO T TO SCALE ��. —�__ �. c F/ cE ' —� t�s�� THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAN HAS BEEN W �� ® ®® v r i Io H E Q ,,Ly N'EL APPROVED BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD -- FND .rr+ ar ac 't i _ ® ® ® ®® '® n BY RESOLUTION APPROVAL DATED �Ti,� 1�®E �1ETER ~ I i'Z BY DATE 20 ® m l HOUSE CHAIRMAN, PLANNING BOARD } & t I FR. BARN _ TN iri ►MPROVEDI d $ ® p rs•T 6 O LP 'irE PROP. o 1_ST YID 15' T 0-IMP ru • HSE• EL A oEL .� PATIO f SEPTIC TANK ` � 4t.!!' YO lit. •-� • 1 2®+ acs AAA S firs ����•1 •O s 9' ExP Poot p►t•a F °E L p INE 3 _ l�+o AM « SUFFOLK COUNTY DEPARTMENT OF HEALTH'SERVICES _. o.s' so-r rt• y, POOL HA UPPA UGE, N.Y. p re-r IZ o Y ®► © w r 0 r H-E r Scc 0 ROAD DATE 7 2Q12 r ► 2 30'r ®+P"E O-� Ir A p 0 Ir•H-E• ►a SUBJECT TO COVENANTS I'd RESTR;C Yf-r If'a 014'E � . 0 0 Ir H-E t T(G`!S LE�ER.`2 4 go © ® ,� 1 11t. p ►r E. lt•Aa ®IP'H- E • FAGS_ 3�' 7}� 6 TO CERTFY T E PROP SED RE L SUBDIVISION OR Z O 1 p ®� 0' a IN THE WITH AOTO AL OF LOT WAS APPROVED W `' 5Q /rA ®� • • 5• ¢9 APPROVED IN ACCORDANCE WITH BOARD OF ON THE ABOVE DATE HATER Sal P-LES AND SEWAGE DISPOSAL - r ' ,�+� �`'� .�� 'fOg !r REVIEw DETERMINATION DATED 51.75/! AT THE TIC FACILITIES or CONFORM TO CONSTRUCTION STANDARDS N EFFECT C9�" ,� �o �,® � ,� � �- o„ CONSTRUCTION AND ARE sus,>Ecr TO SEPARATE PERAfTS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL k W r �o,+� �� ® �� BE VALID ONLY N THE REALTY SUBDIVISIONIDEVELOPMENr MAP IS DULY FILED WITH TH.. COUNTY CLERK WITHIN ONE YEAR OF THIS DATE •. ,�, tj�,f r ' �,,� ® !p - ® l� c� 3 CONSENT IS HEREBY MEN FOR FLING OF THIS MAP ON WHICH THIS ENDORSEMENT APPEARS N THE OFFICE OF THE COUNTY CLERK fJ N ACCORDANCE WITH PROVULWS OF PUBJC HEALTH LAW AID " Test Boy In THE SUFFOLK COUNTY SANITARY CODE. - --"` -' - •E Z I LIP^ - �'e�'f•O�p ryCFv� ` H lid�j � I� by 11%12109L0 C»EOSCIENCE ' -- J I e7 p �� t _ _ Q C ,l�� 5• O' EL. 12.5 DIRECTOR D(MON OF ENVIRONWENTAL OUAIA IZ'E DARK Bnv.�iV LO.�tf , --- - © � \� / d, w BROWN SLT OL s c��1� p „o _ �' -T 6% d� 0• BROWN rUE TO ��pF NEW YO 2 _ •r ;rr a .*•o\ A O `�}�5 COARSE SAND SW PAS) DEER�O'Q�j pP4•r �►6•r . — O ���� N.4' EL f1 * Q s�* I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE DISPOSAL / LS _ VAT£R-PlIBROWN r > >_ w SYSTEMO FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION t 0 w BASED b�PON A CAREFUL AND THOROUGH-STUDY OF THE SOIL SITE AND f 15'T ©4'T pr= , 55Q� sN Dr°s.viOAR -` s_� GROUND 'WATTF�R CONDITIONS, ALL LOTS AS PROPOSED,-CONFORM TO THE ® OS ,I, oti SUFFOLK 'C UN Y DEPARTMENT OF HEALTH SERVICES CONSTRUCTION 11' r ®1� �� �0 18' ° 7�5 �' STANDARDS NE ECT AS OF THIS DATE. 14•r ®tY®E { h If•wr 1� o 10 ZONING DISTRICT R 0 a•r ®,�O E �70 OPa FINAL PLAN - FIRE DISTRICT - ORIENT # Cl) ® �� �, SCHOOL DISTRICT - ORIENT #2 10' FISCHER PROPEL T Y I HEREBY CERTIFY THAT THIS ON PLAT WAS MADE FROM, _ Y d �EJ PO _ ACTUAL SURVEYS COMPLETED THAT ALL MONUMENTS ,_ F 0 , SHOWN THUS N ACTUALLY EXIST AN THEIR POSTIONS ARE,<C RRECTLII °95 - o � A T ORIENT ' SHOWN APD ALL DIMENSIONS AND GE TIC DETAILS ARE ORRECT :.E' � TOWN OF SOUTHOLD �° 9 a '� ni•, d '£ O�A41S SUFFOLK COUNTY, N. Y. T. METZ . . LS. LIC N0. 4961I? .,�, • 1000 15 - 08 - t l 1 1 j Scale 1 . _ '1 p I o ro• ts•— so• Too• Tdwn Of SOuthOS UTILITIES � � � � Cbvenants&ROStrictions S1G91F7CANT TREES a UBER uz 6 y�PAGE 7 g " A -APPLE ' ELECTRIC TELEPHONE Af R Bb IL 12, 1990 B - RcH CABLEV/SiON Dec. ,. 7, 2009 y;��� '' GAS Jan. 14 2010.. (frees) wP - 9VTE PIAE SEPTIC SYSTEMS Morch w6, 2010 lodditions) C- CEDAR PRIVATE (YELLS Aug. 5, 2010 (revisions) T - NOT IDENTFIED . Dec. 31, 2010 (oddilions) /�p� OV Q BY H - HEIGHTt FEMA FL DOD, ZONE X _ s B.2, 211 (add"lonr) SJ PLANNING BOARD ELEVA TIONS ARE REFERENCED TO NA VD88 ✓A.N. 17, 2012 Nddilionsl' AREA = 1.6682 Acres TOWN OF SOUTHOLD The locations of wells and cesspools N.Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO Tt#S SURVEY IS A 00LAT"V - shown hereon are from field observations DATE - ' ECONIC SUR EYORS, P.C. OF SECTION 7209 or THE• NEW YORK STATE EN CA TM LAN ���J � �; ��1� and or from data obtained from others. (63/1 765 - 5020 FAX (6311 765 - 1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL C£Rrk'iCATIONS Therefore their locations and or existence _ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY is not guaranteed. } 123p BTRAVEOX �ER STREET IF SAID MAP OR COPIES BEAR THE A�'RESSED SEAL OF THE St�IRVEYOR I WHOSE SIGNATURE APPEARS HEREON. LJ SOUTHOLD, N.Y. 1/97l 9O—� �D ------ ---- -- - A. SCDHS. Re/ # R10-11-0038 •R HSE FIN. FLR. EL. 14 EL I" rK CAAo6 EL I" i .`` 1/4'4rr jd,4 1'w EL 11.3llv9rrEL It L'IK1 ar z IE Il p�:10-9 I� rE/QO E 9 9 L r. e Ir P OF ORIENT By. THE SEA FILED OCT. 23, 19B1 FILE NO. FA> 3��4 MA 1 GROI,W NArE/t EL. IJ J•►,�c LOT QQ / \ h1GWsr E�EcrED APPROVED (BARN) CROSSECTION NEW SEPTIC SYSTEM I -SEPTr TAW 8'/ ■ 4' LOM DEPTH 0 ►- I $ " 2- LEACHING POOLS 8'I x 6' DEPTH U q I -'/ TOWN OF SOUTHOLO 2 STY HSE. N 88. 26" 00" E 114.21' \� P FIN. FLR. U. n�� E 1°9.8 ie _ cr. rl,R L 16.7 FIM." GRADL" 1% 0t \ EL ijL3 J E "ON n FE u 89LR 08 2. j <G e 0 �i crur+ LYM( FENCE � ,_ ..--,,.� �� !/4 nor. Am. !'� I•I� r�K� \ D I \,� M"' GI!8'/FT. AAK _-^ n _ `r Z # FND - _.. .I ® ® ® ®® '� 10 APPROVED E> .T.ST I—j—r.-9.0-71—E B.4 EXISTl�B 8J NEM 1E® 0 0 � ar CLELECTwCP!PE 'JLP. IE FAID ®PAPE� I ® p® ® 10'® LITER�© 4P 7 �VEL \s c GROUNDWATER EL. I.1 O� 3' �'MR 9 CH 20 0 m2 / FR. BARN ICE �� i HIGHEST FX— � ' Sri (IMPROVED) 0 15• . N O ,r PROP. I srrr \ CROSSECTION IMPROVED SEPTIC SYSTEM Is? 9 12.9 §E �`'� f 2 Sly. Fr. House) 3 00'WP a I" LP �.. N � I - EXiS'TNG SEPT7C TANK 8'0 ■ 4' LIOUID DEPTH EL I23✓ cp 3 - LEACMNG POOLS 8' 0 x 4' DEPTH BOTTOM OF NA DO \� p LEACHING POOL (WITH 3' SAND COLLAR) 3' ABOVE � 4t.5' •W O GROUND WATER O ` 9 O _16'9 0- to Ir WP 0 ®12'RT IY S 0IJ' DECKS ( wA7ER LNE �+o o� C7 i2•A 0.5• C7 30-T L) I ®le'E r 0 jr H-E Ir T S oc"96 jr A � ._.... 2 I __--✓ '- —30' r ®12,E ® 11 M-E. - d • - - - L lz' ®IA'E ® IZ' N- f I (�247 Q ®Ir E. 12'AA ® y r,E O O �^ LU I E 6 ' 6• r �� `d ik0 0 9 6 �� �� co ' w W z ' \d ® 11 (� 96 k W C)W r � d d t ® ® �•�0 0- I \ ® I �, Test Borinq ,� LP 7a.e' �� �, DJ wLONALD DEOSCIENCE U Lp � �` ' lj 5 R• 11/I2/09 EL, 12.5 Z-I Bye t- 3s Jr.e DARK BROWN LOAXf 4 W 7P, � OL • r Iao `J. VIAT• l ►W-3 ®'2 �' LP — t /rc I BROWN S/L T OL U �, t try BROWN FINE TO _ \ COARSE SAND SW ( Z I!o 24- r . 5I. ,Ir a '.',c� c� P ,�\W ►!•4NVI ' EL I.l `�j 24. T Ole r /. . - O w.a TF>z-rAr s/taWnL ' Ir T , / � SP�°�� sanEiDT swoARSE 2,. r " 15, 11 hO f ,t•IT V '/ t'lrF',"•-' `f.V�,. f s�=.r„�t n�c �•cr•, , 00 o IY' "' '' P ' °�� � ' SURVEY OF Q. , . Tr ®IA I- c \� R Q //• o FI S CHER PROP EC� T}� _ �04° " _ �•`��� / A T ORIENTby `: . � a TOWN OF S JL D v,c;<:t � a O U TIH �� j�zt-`I1i oaeelS. WELL SUFFOLK COUNTY, N. Y. W- 9 ryf iN Scale I o' 10• r3' — 30• loo• SIGNIFICANT TREES UTILITIES u.. APPLE or jz APRIL 12, 1990 e - BBC" EL EC T,41C CH E ca' •I ;;.• TELEPHONE Dec. 7, 2009 Y r WP WMTE P/hE '- CABLEVISION Jan. 14 2010 (trees. C- CEDAR T - NO T IDENTFIED GAS SEPTIC SYSTEMS JUNE , - PRIVATE_ WELLS JULY 25, 2011 (revisionsp H - HEIGHTtr ` SEPT.'21, 2011 (LEACHING POOL,") FEMA FL 000 ZONE X OCT. 27, 20I! (SEPTIC SYSTFlA �`S BOIL T1. NOV, 17, 2011 ( REVISIONS) ELEVA TIONS ARE REFERENCED TO NAVD88 The locations of wells and cesspools field observations shown hereon are from /�j �- : ':S:�GY�:' 0.49618 AREA = 1.6682 Acres and from data obtained from others. -P CO NIC S kfi YORS, P.C. Therefore )heir locaatioonss and or existence (631 J 765-5020 FAX (63/J 765-i 797 F ANY ALTERATION OR ADDITION TO pis SURVEY IS A VIOLA VON is not guaranleed. OF SECTION J1209 OF THE NEW YORK STATE EDUCATION LAW P.O. BOX 909 EXCEPT A S PER SEC T10N 7209-SUBOlVISION 2. AL L CER TIFICA TIONs l230 TRAVELER S TREE T HEREON ARE VALID FOR THIS EAR AP AND COP, SEDSSEALROFFTHELSURVEYOR SOUTHOLD, N.Y. 11971 9 0-170 1F SAID MAP OR COPIES B WHOSE SIGNATURE APPEARS HEREON. GENERAL NOTES:, I 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS I - - FIR - LARCH, STRUCTURAL GRADE NO. 2 OR BETTER. 2. ALL SHEATHING TO 13E APA RATED, STURD-I-FLOOR, EXPOSURE 1, 5/8" MIN . THICKNESS)OR AS NOTED. I SIMPSON L STA36 3. ALL SUBFLOORING TO BE APA RATED, STURD-I-FLOOR, 1 1 I STRAP F O 0 RETAIN STORM WATER RUNOFF EXPOSURE 1, 3/4" MIN. T]HICKNESS.ALL EDGES OF PLYWOOD TO BE PURSUANT TO CHAPTER 236 OF THE TOWN CODE. o 0 SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR o TO JOISTS. Typical Window and Door Header N 4. ALL HEADERS 6 -0 Stra in Detail AND OVER SHALL BE SUPPORTED WITH Each Corner DOUBLE UPRIGHTS, 9'-0 NTS }, .) ;rU��� AS AND OVER WITH TRIPLE UPRIGHTS. ALL NOTED HEADERS SHALL BE A MINIMUM OF 2) 2 x 8'S, OR AS SHOWN ON a: E -7-(e 733 Ar DRAWINGS. F E$EY ��Y� N�;,f �.a �J " O COMPLY VVITH ALL CODES OF ; ,,�-. _ PM AT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND NEW YORK STATE & TOWN CODES FOL�c��t.> I"� ,Fr( T,��N�1 FOR THE: -= S AS REQUI D AND CONDITIONS OF 1 F0L'"•,D;'.. "J TUV`) REQUIRED FLOOR BEAMS AS PER N.Y.S. CODE, OR AS NOTED, @ 8'-0" O.C. �o�;�:�,) •ONCRET n E SOUTHOLD TOM Z�A 2 R?'" �q:-4,� PLUMBING, INIMUM. PROVIDE 2 SPACE FOR AIR CIRCULATION IN ROOFS. t LECTRICAL&CAULKING 6. DOUBLE FRAMING AROUND ALL OPENINGS (stairs skylights, 0 0 I SOUTHOLD TOWN PLANNING BOARD 3 LL ;f0N; ------ SOUTHOLGTJVJIJ R1��1rES 4 - ^�',-RL1CTION&ELECTRICAL I I '�'.�SI Ei-;;;,"P.1FLETE FOR C.O. chimneys, etc.), OR AS NOTED ON DWGS. _ _ -_.._. N.Y.S,DEc ALL C�`ws'RUC,MPL SHALL MEET THE L— — — — — — — — — ---� P i�k,'IREMENS OF THE CODES OF NEW UJI r . ,DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PARTITION, OR AS NOTED ON DWGS. Nailin Zones for Roof Sheathin in 120 � 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH M r— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z PH Peak Gust Wind Zone = I -�- -� —�' p W RATED GALVANIZED METAL CONNECTORS BY "TECO" OR — J LL APPROVED EQUAL. �_ - -� = = = = =1 I— = = = � L — � Z Zone 1 Zone 2 Zone 3 I N 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING 6-O.C. 12"o.c. 4"O.C. W I I Z C!� - o LLI ac CODE AS A MINIMUM. ALL 2 x 6 STUDS SHALL RECEIVE 5) 10d Panel Edges s"o.c. 6"o.c. ELECTRICAL Nailing Requirements for 120 MPH,3 Sec.Peak Gust, I t1'; ` 'O�R � `� � �- NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE Q "Thick Roof Sheathing with 8d Common Nails \ Q GALVANIZED. Roof Sheathing Nailing Details I I / OC o � 10. PLYWOOD SHEATHING TO BE NAILED WITH 8d @ 4" p O.0 SCALE: 1/8"=1'-0" I NEW ASPHALT SHINGLES I Z a OVER WEATHER WATCH I I'I EXTERIOR EDGES AND � co UJ 6d @ 12" O.C. INTERMEDIATE. N 11. ALL INTERIOR AND EXTERIOR FINISHES, I Plul���3 WP PIL,I LLt".R"''�3 WA STE FLASHING AND 8,WATER Ll:'-ES NEED "TESTING BEFONE COVERING I U. WATER-PROOFING.. — — — — I 2. ALL ROOF RAFTERS SMALL BE ATTACHED TO THE PLATE AND Table 3.1 Nailing Schedule(Wood Framed Construction Manual 1995 SBC High Wind Edition,Page 110) — — — -- — 2)2 X 12 GIRDER ON 2 X 4 CRIPPLE — — — STUDWITH GALVANIZED HURRICANE TYPE CONNECTORS BY Joint Description Number of Nails FINall Spmcing I STUDS,16"O.C. ROOF NAILING "TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, Rafter to Top Plate(Toe-nailed) 4-8d per raffter I Ceiling Joist to Top Plate(Toe-nailed) 4-8d per jaissf PLU�� SER CERTIFICATIONI PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d each le3p I NEW ASPHALT SHINGLES ON LV f)c0',TE11T ir!FFORE Ceiling Joist Laps Over Partitions(Face-nailed) 8-16d each imp I OVER WEATHER WATCH CERTIFI^/",Te o;-Q��U ;Y CONNECTIONS. Collar Tie to Rafter(Toe-nailed) 2-10d SOLDER R USED IN WATER Blocking to Rafter(roe nailed) 2-8d each ernd I 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC Rim Board to Rafter SUPPL Y SYSTEM CANNOT End Nailed 2-1sd each ernd GPI SERIES WOOD I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL WALL FRAMING I EXCEED 2110 OF 1% LEAD. Top Plate to Top Plate(Face-nailed) 2-16d(1) per foott JOIST GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS Top Plates at Intersections(Face-nailed) 4-16d joists-peach side -- --=-_— INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. Stud to Stud(Face-nailed) 2.16d 24 O 0 2)2 X 12 GIRDER ON 2 X 4 CRIPPLE STUDS 16 O.C. TIONS. WEB Header to Header(Face-nailed) 1 sd 16"o.c:.along edges I w STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING Top or Bottom Plate to Stud(End Nailed) 2-16d per 24 stud POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE 4-16d per 2x6istud I v REQUIRED AT F per 2x81 stud I o RE � I Q FLOOR PERIMETERS. HANDLING, STORAGE, AND Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Toe-nailed) 2-16d (1,2) per foott I - ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR FRAMING I o Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per jolstt RECOMMENDATIONS. Bridging to Joist(Toe-nailed) 2-8d each eo o Q md 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1 2" DIA. Blocking to Joist(Toe nailed) 2-8d each emd / Blocking to Sill or Top Plate(Toe nailed) 3-16d each blcock I r Ledger Strip to Beam(Face-nailed) 3-16d each joilst _ — 6° GALVANIZED MACHINE BOLTS @ 12 O.C. Joist on Ledger to Beam(Toe-nailed) 3-8d perjosIt I I 2 X 6 RR,16"O.0 N Band Joist to Joist(End-nailed) v 3-16d per joi5tt CHIMNEY FOR FURNACE Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) per foots 2)2 X 8 RIDGE ROOF SHEATHING 2)2 x 12 RIDGE Structural Panels 8d (Deta1 ssheet S-3) I I WINDOWS - GLAZED OPENING I o P CEILING SHEATHING CUPOLA ;° W Gypsum Wallboard I 5d coolers 7"edge,110"field I NEW ASPHALT SHINGLES - WALL SHEATHING OVER WEATHER WATCH FOR NEW CONSTRUCTION , EXTiERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING Structural Panels " "8d 6 edge 112 field 0 CE THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 0 � �o�OR VIA STRUCTURAL SHUTTERSWITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES Gypsum Wallboard 5dcoolers 7"edge;l10"field 0PR � 0 1 LOCATED WITHIN ONE (1) MILE 'OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING k � FLOOR SHEATHING I N I TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING Structural Panels I z w= TO WIND ZONE II, MISSILES CAM BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 1"or less 8d 6"edgo i112"field w (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing Is nailed 3" ': O F— on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be ry ~ {y. C) doubled,or alternate connectors,such as shear plates,shall be used to maintain load path. ; (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permiiitted to be t reduced to 1-16d nail per foot. ry. ROOF PLAN A 1 r� 3 3 A 42'-0" 6'-2" 42'-0" ±6'-2" 7'-9" 13'-7' 13'-2" 7'-6" 40'-8" " x g CONDENSER O c UNDERGROUND c ELEC SERVICE ANDERSEN AW251 Q ANDERSEN CWX14 ANDEPSENAW251 M `' N C rN�N CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET 1, 4 N 52" 32 8'-0" 32" 3'-0"FF Viz' 3'-0° 32" ,_5" 32„ 3,_0„ 32" 3,-0" 32" 7'-2° 3z" 3,0„ z N EXISTING 8"CONC.BLOCK 7N� — —°D °o-- FO►UNDATION WALL _EXISTING DOUBLE 8"CONC.BLOCK O :n 14'-7" N N 1 '-0" 'c�., '� 13'-9" iyFOUNDATION WALL,±6HIGH O i` +IZco , EXISTING 32"X 12" FOOTING O w U �a c5 MASTER BEDROOM BEDROOM 3 BEDROOM 2 c•5 EXISTING STEEL I BEAM 000 A W SITS ON CONC PIER AND — — N LET INTO FOUNDATION WALL L4 in / EXISTING STEEL I BEAM EXISTING STEEL I BEAM ~ NEW ASPHALT SHINGLES 12'-81" OVER WEATHER WATCH 16 12'-0" 13'-4" b $/D S/D S/D EXISTING 4"CONCRETIE Nji FILLED STEEL COLUW14, O EXISTING N N rim '+iN N W/24"X 24"X 12"CON(C PIERS, FULL BASEMENT Go `D `o ` it-Oil "1'-0 N TYP.REPLACED IN KIN1D coo DC T-/7'" 7 EXISTING STEEL I BEAM o HOWER" CO2 2)2 X 12 GIRDER ON 2 X 4 CRIPP O EXISTING STEEL I BEAM EXISTING STEEL I BEAM Q N Hft 6"O.C. = 3'-O"X 6' " Q Z � oo � � li = (n nro WASTE I:M to p I �►/ W TO SEPTIIC LU % �I`°A I BATH p FOYER F aQCI� "' Z N ' 3 S 0 p Ao FI ORIN S I I SH G -S BATH o CLOSET 2'_O"X 6'g" 3 LOL r ' V 7 R TAIR W T `o O = O ® r V w oo Z � / Q coo CV = N 1 k`o I.AUND 4 ^ LILT N ROOM In ORING CLOSET CLOSET 'T T > � , „ 0, , „ 0 4— 7-6 z 4-0 2'-O"X 6'8' 21011 6,-91„ DOOR —2 — 2'-O" Z Z 2'-10"_ — — — ^r NO 2)2 X 12 G R ON 2 X 4 CRIPPLE W a STUDS,16"O. Q oo FULL WALL N 18'-1" BRICK PATIO 14'-52" I I I 26'-0" KITCHEN I I ~v o _ N S/D WALL ( O Ham, EXISTING FULL '" W^T� BASEMENT F+ xsA� 00 ruuu�m 81_0" $ ❑ U O 2X6RR,16"O.0 00 CHiMNEYFOR -� LIVING ROOM N :° N FURNACE 3)2 X 12 GIRDER 3))2 X 12 GIRDER 3) X 12 GIRDER N N 2)2 X 12 RIDGE 2)N 8 R x EXISTING _- CONC C7 00 iv EXISTING 4"MONO-� POSTS COLUMNS, W/PIERS, X 24"X 12"PL CONC 0 8"CONC.BLOCK _ a PIERS,TYP.REPLACED O FOUNDATION WALL IN KIND DINING ROOM AREA CUPOLA r. v p oo NEW ASPHALT SHINGLES K - qqq OVER WEATHER WATCH O 8"CONC.BLOCK N r» �7y FOUNDATION WALL ( I I I O O 1„ oo N 71„ oaYw,c 72 40,_9n ►a z _ ell DD ANDERSEN ANDERSEN ANDERSEN WATER N FWG8068 NL2832 N SUPPLY FWG8068 �-5 23'-3" 18'-9" 10'-0" 10'-0" 12'-02" 8'-112 8'-112" 12'-02' Ich 42'-0" Z f ST g a n- Z Al� cr- 0 FOUNDATION PLAN 3 FLOOR PLAN s= 1 �yll = -oft 11 111 1 o Q J 0 0 i i� i a ASPHALT SHINGLES o c N / i GUTTER BOARD&BATTEN SIDING TT u f-f ii f - ij EEL ------------ Z o � r L' ® z ZU) w o ti 0 o SOUTH ELEVATION > EAST ELEVATION � � � 1 j4 it = it-offLij W U) C U. TYP.ROOF fY)NSTR1NfTI()w1: ASPHALT SHINGLE ROOPING ON 1S4 PELT ON 3/8'PLYWD.SHEATHING ON 2.6 RR®16'O.G V XTRIM PMC R DOUBLE 2 X 6 TOP PLATE 2X6 —2)2R11 RIDGEWCOBRA 12 VENT e ASPHALT SHINGL+S OVPR EXISTING 2 X 8 RAFTERS, WEATHHR WATCH ON 30#P1+LT PRRP.D OUT TO ACCEPT NEW A-30 INSULATION T:bY,11.'�.'L:I2xCVT,IJF7hT,�,NT�S',Y�, ',355)i�'79Tir'd1� 2X IN®16.O.G ] , TYP.ROOF(X)NSTRUCHON: t ASPHALTPcON 8ROOFING ON 15#P®.7ON 1/r PLYWOOD TRAY(3RT1N(' OVER 1 X 6T h G SHEATHING 2XBRAFTERS COBRA VENT @ 2)2 X 10 BMDNDFPJ= 2X 6 CRIPPLE 91UM CON11NOUS ®16'OP- GIRDER G 2XICBBII4C' IXGCRIPPI85IL1D5 JOIS" 16.O.G 1'XTmpnxz �•XTRD6P®m EXISTING 2 X 6 WALL, /X8 PUMD OUTTD MEET r W 4 FOUNDATION :� TYP.MMRHHIWALL CONSTRICTION: WING ROOMARM - (20JAR HOARD A HATRNN SIDING ON 16# TYP.ERTeA[OR WALL CONSTRS1CI30N: LINE BLDG.PAPER ON 5/9 PLYWD.SHEATHING CEDAR BOARD k BATTEN SIDING ON IS# WALL (N BALF1 _ ON 2r6 WD.STUDS 0 16'O.C.W/R-19INSUL BL OG.PAPER ON 5/8 PLYWD.SHEATHING BEDROOM 3/8 DRYWALL TAPM)AND SANDED.ALL ON 2s6 WD 4IT1DS 1fi"OG W/R-30INSUL HALLWAY R0064 = STUDS EQUIPED W/HUBRMANI STRAPS AT SIB DRYWALLTAPRD AND SANDED.AL. TOP k 00T)OM PER RI3QUIXeD(>DOE14 STUDS EQUIPED WITH AN HURRICE STRAPS AT TOP AND BOTTOM PER REQUIRHD CODA CARPIH' — PLYWOIOD _ 2s 10 LBDGB$ BXNMG2X6FLUOR LAGGED® WOOD FLOOROV13R PLY SUB FLOOR BOLTED 16"O.0 S•UBNDOR SWSON JOIST 2X 10 FIDORJCISIH HANGER EXISTING LIE P.XL4IRNG 2 X 8 PLOOR JOISTS aXMNG 2 X S PLOOR JOL4IB LAGGED h BOLTED if I MMRWG:STERLGMDER R•19 BA'I711•B;[EAT20N 1 j-PARING®16-O.G BXISTINGCONC ON®USI'ING SLAB L EXISTING C CONCRETE B00STWG ODNC BLOCK SLAB NEW 1.MKI P= BLOCK POUNDATION SM PI.C O1.IMN. FOUNDATION REPLA020IN KIND. ffxt3Tr1 BLOCK C PULL HASMIEW Y POISSIDATION Z 0 Ir.2Ps2C' IDf1RRNG PQIINDATION BEYOND BXIRYING CONCiAB M.LI NG OONC PO(rRNG _f— 5 t� 0 0 LIJ i a U J SN F r SECTION VIEW �4 11 q 1-011 1f