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HomeMy WebLinkAbout40342-Z ivUEF01i-4; Town of Southold 12/15/2015 ,'Q� per'` - +� � P.O.Box 1179 53095 Main Rd _._ .../ * ,p i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37967 Date: 12/15/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 305 N Bayview Road Ext, Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2015 pursuant to which Building Permit No. 40342 dated 12/14/2015 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: alteration to an existing accessory garage for an accessory apartment with deck as applied for per ZBA#6624, dated 1/17/2013. The certificate is issued to Nancy Leonard&Judy Hermann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0017 5/11/2015 ELECTRICAL CERTIFICATE NO. 40342 12/9/2015 PLUMBERS CERTIFICATION DATED 1/20/2015 George Berry, Jr. o ' ed Si ature e s'446 ,i �� Town of Southold 12/15/2015 P.O.Box 1179 p ,. 53095 Main Rd jtQl �4�ytr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37968 Date: 12/15/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 305 N Bayview Road Ext, Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2015 pursuant to which Building Permit No. 40342 dated 12/14/2015 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: ramp addition and rear deck addition to an existing one family dwelling as applied for. The certificate is issued to Nancy Leonard&Judy Hermann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth. ' 1 Si ature ✓ , 'O'. TOWN OF SOUTHOLD 0/oSUFFOI,r�oa��1 BUILDING DEPARTMENT jj 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#: 40342 Date: 12/14/2015 Permission is hereby granted to: Nancy Leonard & Judy Hermann PO BOX 271 Jamesport, NY 11947 To: conversion of an accessory garage to an accessory apartment only, as per ZBA and SCHD approvals. 8/8/13 amended to include additions and alterations to the existing one family dwelling. 2 C/O's required. Replaces BP 38016. At premises located at: 305 N Bayview Road Ext, Southold SCTM # 473889 Sec/Block/Lot# 78.-8-16.1 Pursuant to application dated 12/14/2015 and approved by the Building Inspector. To expire on 6/14/2017. Fees: PE' , '._. WAL $217.40 ot. : $217.40 Building nspector { Vol TOWN OF SOUTHOLD 51,s ,irco-- . moo BUILDING DEPARTMENT y TOWN CLERK'S OFFICE ';°oy ��+'� SOUTHOLD, NY titai *, BUILDING PERMIT tA/EPA THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38016 Date` 5/13/2013 Permission is hereby granted to: Hermann, Betty 305 N Bayview Road Ext Southold, NY 11971 To: Conversion of an accessory garage to an accessory apartment only, as per ZBA and SCHD approvals. 8/8/13 Amended to include additions and alterations to the existing single family dwelling. 2 c.o.s required. $302.40 due. At premises located at: 305 N Bayview Road Ext, Southold SCTM # 473889 Sec/Block/Lot# 78.-8-16.1 Pursuant to application dated 4/3/2013 and approved by the Building Inspector. To expire on 11/12/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $434.80 CO -ACCESSORY BUILDING $50.00 ELECTRIC/114 $90.00 $574.80 :..1:IMF :uiIdi, g Ins: - tor r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 0S G1. v`I (A4-Wei �� House No. (Street Hamlet Owner or Owners of Property: '1\1 Lt.iin (/V]_ 01/4.41 Suffolk County Tax Map No 1000, Section QQ -� Block l' Lot bt • I Subdivision Filed Map. Lot: Permit No. "I 0-64)._ Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature ii .�,�%�U soup:-#O Town Hall Annex tr ~® l0 : Telephone(631)765-1802 54375 Main Road ' All' * t Fax(631)765-9502 P.O.Box 1179 % G ��� Southold,NY 11971-0959 „`�®l • :, $ roger.richert(a�town.southoId.nv.us yc0UNT \\ I'� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Betty Hermann Address: 305 N Bayview Road Ext. City: Southold St: New York Zip: 11971 Building Permit#: 40342 Section: 78 Block: 8 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub . Addition Survey Attic X Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 18 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel NC Condenser Single Recpt 1 Recessed Fixtures 2 CO Detectors Sub Panel NC Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 3- GFCI Circuit Breakers,2- Combination Smoke/ CO Detectors Notes: Inspector Signature: Date: December 9, 2015 f Electrical 81 Compliance Form.xls t olii0.®�®Slif f0L� Town Hall,53095 Main RoadV 0�, Fax(631)765-9502 P.O. Box 1179 ;.-...._-'149,/ 92®` :. ., ®�.0 . Telephone(631)765-1802 Southold,New York 11971-0959 _ d 4 o,tio BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �suarA7( d IS Building Permit No. - r 4 — ' Owner: Ott'Mail() (please print) Plumber: 64° �-T- tei�'y/d' ale vv (please print) / I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. • • At ' lumbers ,j'-: Sworn to before me this o 11 day o . , 20/9 ,• .>.,"&e/ I," SANDRA i,.BEM' Notaly�Pubic,el-• 3 CA r_3': a) Wit' Notary Public, County {�, ,/ E'1!:.q1t�w'W':;wGiir.li i `" t a ` •Otdifi v eye�qCa:6 d County %fi6 Eap ei Lib smbc:F 31, f 5 ° oo$" ,,O�*pE SOUTy(I o) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [vi 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 00/3 INSPECTOR 2-/-6e1.9 30. (0 ,A,,,,„?soo,-___ .00,- t\ 0 ' ;* *, LA --eL-'6 A Ap creou„N 0 ----,,,,,,,„ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU 2 ATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION / v [ FRAMING /STRAPPING [ ] FINAL redla.p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION EtrlY7'-'P) [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fe4j-zi-ie_ 40 DATE j INSPECTOR 47 ,,_„...1 3VJ f 0,4* kc&) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH P -BG � [ ] FOUNDATION 2ND INSUL A ION iL-6.ty [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE S ETY INSPECT ON [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTA ' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: DATE , 5— 3 INSPECTOR 4 ,,[4_ ��pF SO(/jf;= 3 ,p--6 /6 o °4': ti,,, ,,€ i q-0--. D_. .:„. •___4-couff,„..„ ______„,,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [kr6DUGH PLBG. [ ] FOU TION 2ND [ ] INSULATION [ " RAMING /STRAPPING [ ]' FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) REMARKS: l DATE 7 - .3 INSPECTOR / ''(4 3 © �C� ,,, SOut .,.% ,,UNT1;,,,,. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: :rt.) DATE 7/z9%. INSPECTOR (1*-;___,SouNT, ) SOU �` Ty V o t , \c" TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802AO" 11 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 04_ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ZOta, Ett56- OLZ-- DATE ' 41// / INSPECTORS' I - ti e 1 ,�o��OF SOUry :* *c€ ' TOWN OF:SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 17/109?--- - DATE / �' INSPECTOR %�Of SOUT,yOI; 3gc)1 Aig *1G ��'YUoUNiY,1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH"PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ AfcRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: „iv- 6 ,cc ir -CD ItAtrel � 7 "14 ETIF / - o 4J Al AP' DATE 12 — 1 16 INSPECTOR ._� " I 4 38o/ , ,„,,,,S , 10 Ty ,.',. 0€ 4\ . 0,1 TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION ” [ ] FOUNDATION 1ST [ ] ROUGH P - MBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: dr-__ '.--d: CO 6 --e.--c, t_474- ' ? , ."----A---cs ,,.... j- r-i:;;;C._ /A-416.4 CP-Pe/ 1,e64-'," ' ' Z7444 9" -cricih) , Aide-- /eflAcJW/9-Z-- 4---ycj-ZA 41` DATE I q P If INSPECTOR 1 " if''' Southold Town Hall BOARD MEMBERS o,i L� SOU Leslie Kanes Weisman,Chairperson �to� $' 53095 53095 Main Road• P.O.Box 1179 ' : Southold,NY 11971-0959 Eric Dantes 41 4 Office Location: Gerard P.Goehringer Q ` Town Annex/First Floor,Capital One Bank George Horning *WA ,445?I 54375 Main Road(at Youngs Avenue) Kenneth Schneider \..y°CU (i' 1i.• Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS i; � ~I TOWN OF SOUTHOLD n1 , II Tel.(631)765-1809•Fax(631)765-9064 ('1 j 1 . 111 UDEC 1 1 2015 I.L December 11, 2015 ft Southold Town Building Department Re: Betty Hermann 305 North Bayview Road Ext.Southold, NY SCTM#1000-78-8-16.1 Be advised I inspected the driveway at the above noted location and as required per the conditions of the ZBA grant#6614. The driveway is in conformance with the Zoning Board requirements. Sincerely, Gerard P.Goe'hrin:- Zoning Board member N . ' • g =, 7 • . . . . ,---A1221:L112114kNM212' DATE COMMENTS • . ‘ fi:717 0 Lt7i ' (/ ' • , . y . . FOUNDATION(1ST) . „ . .1 / . . -. . , . . -1--' )N, \ RI ' FOUNDATION(2ND) . 0 . . .. ,, . . . . , . . • 2 .... • (Ni.ee,64--e•-",i) 111/111/3 pelt,..7— . il ../at-ecz-a-;-.-e- `4 . 0 ' P 6//01/3 ,"" 0 ROUGH FRAMING& (1:,/i )-3 PLUMBING Z.- , . • (.. .. 4' . • . • . . . • r al/12..% ,.••. -. — 41 . • . , 13:1 . • 4 ..- , r: / INSULATION PEP.N.Y. wy .. , N STATE ENERGY CODE Org.----,f • '..;,._ -.--',- i 6f17,1_, /""---- Cv-to-tk---- - _4.. ' 9 ' -'7 ge-4-4-- ,1$/ TI Olci. .. eg?__ _ , J ci e.)‘ • ' ' \ --. , , • • elte___ 6 _ / -I - . • _ ..,,, ,),\ FINAL , .--4-4-//-1: 4, "441...4 . ,wlecr/ehie ,:p4. . /, • •:__ '• V----'--/ ' - • Il , .._•_, i . . . ADDITIONAL CO1VIMENTS • 1\11Ledz'S E(t'(\;,17: ,_ i 9 61- .-4. .--1 • , o <,e- _ ZzA.--A-- *- U(41%)-1 • ' . . a9 v2-1A- _-14- Ps 3311 If--(s-- i _ -3 '7,1D1-81'3 2-0._Qte...-* $ I 0,-- 6a- IP:734 cto (-Lf ' 0 t6o-k. qb ,4,1,a Pce 11-43-6- ke,, , 44w 04()-- kit—t-T • r- Fi . i . . . . . • irq._ ! . . . . 1 1 • , . 1///ofir . ,. Fir\0 - -igp kf ^..) , •-._! .1 • (5 41, s it06-.- --. ia,70/1/— g- ceeP-- Co: i„.., 0) g J , $ I tt .. - 4---i .- it ,.. 0 t(ith (2ec41.7, ..-- . t Iv . • o tz, . . • o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLBoard of Health SOUTHOLD, NY 11971 t.10- (0D__ 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502p Survey SoutholdTown.NorthFork.net PERMIT NO. c3eO16-F- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 . Single& Separate Storm-Water Assessment Form Contact: - Approved 611 3 ,20 (2 Mail to: Disapproved a/cQ, \ Phone: �,l'�j,( '(D`v� Expiration ////L ,20 J y / e--- 1-6' l E C E Q 1J r Building Inspector APR - 3 2013 APPLICATION FOR BUILDING PERMIT Date , 20 BLDG DEPT INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ' sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance'of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12`l-onths 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) i . aN1 uet RA. - - (Maiting address of applicant) tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder me of owner of premises _ (As on the tax roll or latest deed) pplicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ders License No. \bers License No. \ricians License No. Trade's License No. cation of land on which proposed work will be done: k N. ' 3.4kiieu) . (0iv`-4 (C? \Ise Number Street Hamlet ty Tax Map No. 1000 Section �� Block 02 Lot (6, Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of p'oposed construction: a. Existing use and occupancy fi('eet� r-�/ ,�oi d 1,11 4areQq b. Intended use and occupancy 1 __/ _Jo. I/<. e - 1 'j, 3. Nature of work (check which applicable): New Building Addition' / Alteration Repair Removal Demolition Other Work V der___, D(1c/y\Q(`� ren I,��2y(' s ption� (__ 4. Estimated Cost Feesp (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling iuii`ts on each floor - i • . 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 3O 'a `' Rear ,.9D i '' Depth a/ �c5 Height Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear fl eptli - i-19A Height Number of Stories ' 9. Size of lot: Front f,55 ' Rear /3 S)/ / �. Depth 74D 10. Date of Purchase I . if Name of Former Owner (7 4 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ e 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Bak) ()(1 Address3a5 A)& e4 l ne No. 7b5-I ---- 6 Name of Architect Address D l 6( r�L 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 k . * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point pn 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_ __Z- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) • SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, Public, toD.e of BUNCH Notary Public, �tafe of NeW York No.01 BU8185050 (S)He is the Quailed in Suffolk Co ii, (Contractor, Agent, Corporate Officer, etc.) Cc�rrerrci ,;,on Expires April 1 Qfco of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applicatioir that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed,therewith. Sworn o before me this ?_-) day of, r') 20 13 i A -;�� � ,, ,,,. ; #0,66q30/I Notary Public Signature of Applicant 1, , t BOARD MEMBERS ����'' Southold Town Hall Leslie Kanes Weisman,Chairperson '���oPy0 53095 Main Road•P.O.Box 1179 ���� ® ! Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehrin er g Town Annex/First Floor,Capital One Bank • George Horning � ��1b 54375 Main Road(at Youngs Avenue) Ken Schneider =4-COU ► i��� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 17,2013 ZBA Application No.6614 Owner: Betty Hermann Property Location: 305 North Bayview Road,Extension, Southold,NY SCTM#1000-78-8-16.1 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 requirements under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under • the Minor Actions exempt list and is not subject to review under Chapter 268. REQUEST MADE BY APPLICANT: The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure. PROPERTY FACTS/DESCRIPTION: The subject property contains 35,728 square feet with 135.00 feet on North Bayview Road Extension,270.00 feet along the western property line. 131.81 feet along the northern property line and 265.73 feet along the eastern property line. The property is improved with-a single-family: one story residence and a one story accessory structure as shown on the survey by Peconic Surveyors dated October 4,202. The accessory structure has a CO of record dated April 17, 1979 under Certificate of Occupancy#Z9502 confirming that the: accessory barn, was built prior to January 1,2008 or the applicant , has proved that the accessory structure was eligible for a CO prior to January 1, 2008. ADDITIONAL INFORMATION: The accessory structure is located at the rear of the property without the benefit of driveway access. At the public hearing the applicant's agent was asked about the proposed front deck,which created an accessory structure of more than the code permitted size of 750 square feet for lots 20,000 to 60,000 square feet in size. Applicant's agent stated the deck was proposed due to the contour of the land.-On January 4, 2013,the agent provided a revised plan with driveway access and a reduced deck size of 215 square feet to be more conforming with the code. FINDINGS OF FACT: The Zoning Board of Appeals held a public hearing on this application on January 3, 2013, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and the surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant. In considering this application, the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(B)(13)to establish an Accessory Apartment in an Accessory Structure and finds that the • Page 2 of 3—January 17,2013 ZBA File#6614-Hermann CTM 1000-78-8-161 applicant complies does comply with the requirements for the reasons noted below: 1. The Accessory Apartment unit will be located: on the first floor of the accessory garage with an area of 600 square feet of livable floor area in conformity as proposed, as described and shown on the floor plan by Nancy Dwyer,Design Consulting,Inc.dated July 16,2012, and as confirmed by the Building Inspector in a memorandum titled "Verification of Livable Floor Area"dated January 3, 2013 and received by the Board of Appeals on January 3,2013 indicating the livable floor area of 600 sq. ft. and a total square footage of the entire building of 930 sq. ft. 2. The dwelling unit complies with the definition of same in §280-4 of the code and complies with the code requirements as defined in Section 280-13(B)(13) of the Zoning Code. The owner confirms that the accessory apartment shall not contain less than 450 sq. feet nor will the accessory apartment exceed 750 square feet of livable floor area,all on one floor with only one full bathroom. 3. The applicant herein, owns and resides at the property and will continue to occupy the single-family dwelling as a principal residence in conformance with the code requirements as set forth in Article III, Section 280-13(B)(13)(j, 1-4), and as documented by NYS Drivers License and Cable Bill indicating the occupancy of the applicant 4. The occupants of the accessory apartment will be either a family member or a resident who is currently on the Southold Town Affordable Housing Registry,'and the occupancy shall not exceed the number of persons permitted, in conformance with the code requirements as set forth in Article III, Section 280- 13(B)(13)(j,). The occupant of the accessory apartment will be the applicant's grandson as documented by a sworn affidavit provided by the owner.. 5. The owners' plans comply with the on-site parking requirements and provide for a total of four (4) parking spaces, two for the principal use and two for the Accessory Apartment, utilizing the existing and proposed driveway areas, as shown on the sketch provided by the applicant's agent dated January 3, 2013 and dated received by the Zoning Board of Appeals January 4, 2013. 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. 7. This conversion shall be subject to a building permit, inspection by the Building Inspector, and annual renewal of the Certificate of Occupancy. REASONS FOR BOARD ACTION DESCRIBED BELOW: Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts tube true and relevant: 1) The Accessory Apartment, as applied for, is reasonable in relation to the District in which is located, adjacent use districts, and nearby adjacent residential uses. 2) This Accessory Apartment shall be in conjunction with the owner's residence in the principal structure, and as proposed will not prevent the orderly and reasonable use of districts and adjacent properties. 3) No evidence has been submitted to show that the safety, health, welfare, comfort, convenience, order of the Town would be adversely affected. 4)The special exception is authorized under the Zoning Code through the Zoning Board of Appeals as noted herein, and issuance of a Certificate of Occupancy from the Building Inspector is required by code before an Accessory Apartment may be occupied. 5)No adverse conditions were found after considering items listed under Sections 280-142 and 280-143 of the Zoning Code. fi •R Page 3 of 3—January 17,2013 ZBA File#6614-Hermann CTM 1000-78-8-161 BOARD RESOLUTION: On motion by Member Goehringer,seconded by Member Weisman (Chairperson), it was RESOLVED,to GRANT, a Special Exception for an Accessory Apartment, in the existing Accessory Structure, as applied for. And,to GRANT,an area variance of 845 total square foot area of the accessory building. SUBJECT TO THE FOLLOWING CONDITIONS: 1. This Special Exception Permit requires an annual inspection by a Code Enforcement Officer from the Building Department. 2. The deck shall be no larger than 215 square feet as shown on the sketch submitted on January 4,2013 and shall not be enclosed or become habitable space. 3. The surface of the proposed driveway is to be inspected upon completion of installation by the Chairperson and/or one assigned Member of the Zoning Board of Appeals prior to the issuance of a Certificate of Occupancy. • That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. This Special Exception permit can not be transferred to new owners. Any deviation from the survey, site plan and/or architectural drawings cited in this decision, may result in delays and/or a possible dental by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. - Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. Vote of the Board. Ayes. Members. Weisman (Chairperson,)Horning, Dinizio, Schneider, Goehringer. This Resolution was duly adopted(5-0) ci) • t• Leslie Kanes Weisman; Chairperson Approved for filing / /a -/2013 1J&7 /0 : 3o i4r4/1 o . Town Hall Annex -• * Ji[, Telephone(b31)-765-1802 54375 Main Road {b31D 765- 5�2 -P.O.Box 1179 roger.richert(a town.sout�i0 CJ.ny.US Southold,NY 11971-0959 •f&•1$ :. COONWI'�' BUILDING DEPARTMENT -TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: • Name: • License No.: Address:• hone No.: /JOBSITE INFORMATION: (*Indicates required information) *Name: Hermann, Betty *Address: 305 North Bayview Ext. *Cross Street: Cedar Drive - *Phone No.: 631 765-1886 (516) 459-0168 Permit No.: ' 38016 LIZ Tax•Map District: • 1000 Section: 78. Block: 8 Lot: 16.1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Accessory Apartment (Please Circle All That Apply) \ *Is job ready for inspection: YES/ MC Rough in,‘ Do-you need a Temp Certificate: TiEV/ NO , k/1/ nyTemp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 00 350 <00 Other *New Service: Re-connect Underground Number of Meters Ch- -.- . .-rvice Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form N SURVEY OF PROPERTY AT BA YVIEW ----, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. ' 1000-78-08-161 SCALE. 11= 40' - OCTOBER 4, 2012 JANUARY 17, 2013 (B.O.H.) MARCH 15, 2013 (REVISED S.T. LOCATION) H/0/A- ✓A (o to d. 45, 47/ a S)3*as S • NC d7I�i tic tzt WY �Pus ja` E AFR >FR)(kb. 0 4' a' X31,8p Q ROpa aN a 41� c—.Aviv 11 e ?, a (kir, ! h 4R 7- 4r "pro 70,4%.-3' v Q .. 3q�Ra,4 s 0 co • 2v / o "if / seP 7k L 394 1,4- 1 �a / �'oor in9 q $'641 ' , ? 3Q / ° ..://, PRS �hr�ncoT °�TH�3r '� AL fr Y x� J enc c 4� l x\x�x m A a` O l 2i• Vis . `� -� L / H i NpU JY x�rE j * A / C3 .°� $f SAA/ x U in I �,, a = l �,-;.:1W.? c,�RA� F N \ ° • 210 0. 3 11,047,z;- 1 rOil Ez 114 yds' 00"w ieir135.00, a. 3zr ,°� »eu. (VACgNT) .RO44� S ` mss. \ • ` vit4 A . Y (DINftLING) 4"ie S p7 (-UNG) L . OC 150,+ O • OENNELL AREA= 35, 728 so. FT. 4t,-..%'> -,-....,...1 ��. ��, -55 ■ = MONUMENT TEST HOLE DATAY4i �� BY McDONALD GEOSCIENCE e �' � ':' `°s Elevations referenced to an assumed datum. 1/11/13 r I am familiar with the STANDARDS FOR APPROVAL1 � AND CONS7RUC71ON OF SUBSURFACE SEWAGE DARK BROWN LOAM OL i DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES • • 1'and will abide by the conditions set forth therein and on the k 4, ' '0•Acs^,5 ,``7 permit to construct �� " LAkri93 BROWN AND PALE BROWN CLAYEY SAND SC The location of wells, public water and cesspools shown hereon are from field observations and or from data obtained from others 4,71-70-44.7#4�,� ,} Y.S. LIC. Na 49618 ANY AL TERA 770N OR ADDI7iON 70 THIS SURVEY IS A VIOLA TION . 15' CONIC SUS I ORS, P.C. OF SEC770N 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2.- ALL CER77FICA77ONS PALE BROIVN FINE SAND SP (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET f� WHOSE SIGNA1URE APPEARS HEREON 21' SOUTHOLD, N.Y. 11971 12-248 • ATION! NSPECTBON REQUIRED FOR SANITARY SYSTEM `—�_ BY HEALTH DEPARTMENT. _ w_ N SURVEY OF PROPERTY 1, SUFFOLK COUNTY DEPARTMENT OF. TH ammo � _ PERMIT FOR APPROVAL OF CONSTRUCT=MEM t AT BA YVIEW SINGLE FAMILY RESIDENCE TOWN OF SOUTHOLD ... !‘• . i ' r . ' _ e. SUFFOLK COUNT , N. Y i 3 9 I. 0-' c—da ' 1000-78-08-161 DATE t1. Hs No. & SCALE: 1'-- 40' � / 41 _ OCTOBER 4, 2012 • /' / ' JANUARY 17, 2013 (B.O.H.) TOTAL f fMAIMBEDROOMS _.. /" MARCH 15, 2013 (REVISED S.T. LOCATION) r EXPIRES THREE YEARS FROM DATE :? APRIL 22, 2013 (addition/ .` N/ OA- Mgt-�UAS� * MI S,3bss°' Nc wI PUB.�FRR• P�Clr - ct- v o s DetR E' C WATER) �R ekt 13'rft Abe111 * ir 8/' ' cp 5)10''' 4P 0 = cn£ ° ' (VAC t epicLlhvsat1;e� reme� •+ App0� 422. os AA/' r- 43 / • .aro N ry �'R£c si ' Cale" - - -- - e O / jogopip i r''VKA'. 42 el . _ _\ N t iii g. 7 Rfp � . _ '-sr H • P&p�,Licr \x`a x • aE pePlh 8 NC it el `O I w. / a N 61V At; I. 0• 949 41 l„0,. • TREpU poolingco 4 ak 4k .s., %PI * e 1 , ), 0• i +41 / z ,. °"7/4c Z 1 , \, a) W41( ; 1--• ,0 / c� I1 Js RY q"~sME ` x xE to J kg 0 ct z / i_\,�'dk 4PA�2. •o , 49V* thy 240 O' • g 3 WP-1-1. •k .h 0 . ci7, .1 Zr a 4. - Pi7 N245 .84 TA-,. .24.5.� s°O"w Yl EL 32. "E - (VACANT) 4°0 l) PPE-1� £C Jae, Iti$SY Acted BY b''tw 1\4us r Aic P�l.S� A3 Sem}Lc'g, a -ter!- Det L-O - dtgan,Ce' �@ til C Otkn 0:700 43 VC„�1 S o.. (D Kr oc ao R E c p AREA= 35, 728 SC?. FT. APR 2 9 20; .��� TEST HOLE DATA` `�;�`� ` • = MONUMENT �(d��,C�. p ,,� - BY McDONALD GEOSCIENCE ' -��'� 'rEp';,y , Elevations referenced to an assumed datum. 1/11/13 v<<�;�',�:. g4. , I am familiar with the STANDARDS FOR APPROVAL - ...: _-_ *I AND CONSTRUCTION OF SUBSUIRFACE SEWAGE i' DARK BROWN LOAM a 1. r Yr sa tl' DISPOSAL SYSTEMS FOR SINGLE, FAMILY RESIDENCES 1' � � a� �cif' and will abide by the conditions set forth therein and on the � ��-"' n- permit to construct k r ; i ,ay oda ,BROWN AND PALE BROWN CLAYEY SAND SC v” • Mie location of wells, public water and cesspods shown hereon are ' , ' L$I`.`D � • , ' from field observations and or from data obtained from others ��� /111,,,77)404—z)--NI Y.S L/C. Na 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION • • 15' CONIC SURIE4ORS, P.C. OF SECTION 72090F THE NEW,YORK STATE EDUCA770W LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS PALE BROWN FINE SAND SP 1(631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET ,/[Jp WHOSE SIGNATURE APPEARS HEREON. 21' SOU THOLD, N. Y. 11971 12-248 • SCDHS REF. No. R10-13-0017 SURVEY OF PROPERTY AT SA YVIEW N SEPTIC SYSTEMS LOCATIONS TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. Ill'ii.-- S7 ST 43• 35' 1000-78-08-16.1 23 iINX :IN2 ` 19our 14to OUT SCALE.' 1'= 40' LP 33 55 OCTOBER 4, 2012 cleanout 20' 42' JANUARY 17, 2013 (B.O.H.) __ _ __ - MARCH 15, 2013 (REVISED S.T. LOCATION) DEMBER 29, 2014 (FINAL) 1 \gii .I , 2015 (REVISED FINAL) H'0/F `4AS04/ 2 4. 4Q S�3.Os'(.04/44/NG Wl,pSyFRh'Y p/ Fo s F DEL..., SO E `1evc w4 rt.. FRc4Z • O 4 S PfN�+£ Q3. QA 131 8'• FO 3 W FE C v= ° °6' o °R t'V ���� / ti X30?, D 4* 38.35 , ° S- / (VAC' • 4 J p / AGf O ^ o / 4 _\ N g 41 / ; -• Ci 2 ce / 47 o 0 • I x`o 'FST H0�// O co Y �O cr �e 1� / cci - e o , �Nr Jai • / k9e l i/i, le• e _ Ai' Gj Q B i cp / X` o� ft CN •I21.4• s 01No 2-a' A Fe COR c:7.. oI N Nouse SrORy °ays x`xe yiCk6A h I CO221, :��� 2RAGEMf`). _ inizzi 49 li ? zS o. IV = I°3w. Q O 240 0, . of • cr CO EL 36.4' m Q O,R_�i A1/4•55.4 SS, / . OO y'r ii4 1,rr34.g. /Ap` I �!•`Gi Y j�/ ` 13 32'2' ! cFCOR ' 'V SOOT SOF. 4/C EDof of 1'/p (VACANT) R0,4 1) PAbEMeNT E L £t' Jae. k&‘% "eu SUFFOLK COUNTY DEPARTMENT OF HEALTH SE FIVOCES Y APPROVAL OF CONSTRUCTS*wows FC/I ! ,(� A SINGLE FAMILY RESIDENCE AND `� ) y ®J Se_ e-ACL-2__S> f)-1)6-- ! Date H.S. Ref. No._A 10-.J3- 0 0/ � (�'� SFp 7/r L'L'/%�(4'')8t3c d+�;osa!and w s sr supply fa�ti Jes al toe a�tic,j have been C i w ^cte'd andtor f b ��Deo€carr aecat or Other agencies Ind found ID j �V to .R ,FOR T�STAL ,.i.,.::, MUM OF ®EDC fDRA3. CP 1'• Wtr . erf, P.E.: 4Ftt «„m a of Wastewater f1Aanthgernerd AREA= 35, 728 SQ. FT. �_� - TEST HOLE DATA f 3�� - -- -.1<O ■ = MONUMENT °C� BY McDONALD GEOSCIENCE c ,•�4,1•ret.-7Z> vr- Elevations referenced to an assumed datum. 1/11/13 I am familiar with the STANDARDS FOR APPROVAL '.,, 4,s ° DARK BROWN LOAM OL r �' S AND CONSTRUCTION OF SUBSURFACE SEWAGE �' "� ' 1 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES - • I' , I-�-- . ; and will abide by the conditions set forth therein and on the , permitto < BROWN AND PALE BROWN CLAYEY SA i • 1140.46'X--p. . The location of wells, public water and cesspools shown hereon are -- - '' from field observations and or from data obtained from others. a r-4 i, N. M.S LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION -----. 1s' ' CONIC /40 MORS, P.C. OF SECTION 72090F THE NEW YORK STATE' EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICATIONS PALE BROWN FINE SAND SP 631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET f� WHOSE SIGNATURE APPEARS HEREON. 21' SOUTHOLD, N. Y. 11971 12-24 v z 0 N w O O w > Z N 0 OC Q • z W W n cn n m rO W • z t'} �- _ > OZ C O w ZOz Q j O o S n c9 EXISTING HOUSE �TO REMAIN C/ N z • z z Z uU • O0Uz (_) z NEW fZAMPn „; 0 ) ZU, O ° U FKONT ELEVATION ° O SCALE: 4" = I '-0" , CZ U z mac' on • U z0 Q U z z z U = 9 r " ; AA PAGE: I— D 0 >Q IL N DECK • g 2 — ez SECTION L3- I- N . sZ O N / 10'_8" 16'-O _ a I Q In Z ❑ I I 1❑ ❑ ❑ .. .. .. 0 z —DOWN w 4"X 4" POST W/ 2"X 2" Et 1 Li BALUSTERS 4 2"X 4"CAP DECK _ AND BOTTOM RAILS 4'X 6"CEDAR DECK BOARDS U w Q Z Q p w H p Lj UJ < _' j O , I Z O O w p ❑ ❑ Q w -5 O EXISTING DOOR N 0 N WN IL1 W c.0— (L. z z z ,z 1u ' EXISTING HOUSE O — TO REMAIN / E/ z z U - r z _1 —� z �, O ° m U x o m O w EXISTING GARAGE • U zI, EXISTING DOOR r R �p � J 1 . w z 1 \ (b Q EXISTING PORCH / V� /V) Z o • EXISTING PORCHI .V Z U z 2'O' ❑ POST TO REMAIN Q II II II I II II I I I I I I o Z Z O • NEW RAMP DECK o _. o 0 4"X 6" CEDAR DECK BOARDS DOWN (� RI- I 0111 I2 �O �,i,b WIr_ I ' III I ❑ 1/k ��¢` �,� �"� Y, .�I II I1 1 II 1 i I fl II II 11 I II II II II III 'I II I I� II I BI II II II Ill �/� ',r 4"X 4" POST W/ 2"X 2�� , it 3 p I VERIFY LENGTH IN 1 �' FIELD TO GRADE BALUSTERS * 2 X 4 CAP ❑ `� ! I'a , AND BOTTOM RAILS :, , ' 6 v PAGE: 16'-0"+1- / 4'-O" / / �<? "a�� v.. }J' DECK SECTION Z PROVIDE C" POURED CONCRETE ' 6-0 i 0 PAD UNDER STAIR STRINGERS; 2"X 8" RIM BOARD w VERIFY EXACT LOCATION IN FIELD N w T I I: I : - : fl N OL 2I- 2 X 8 ACQ GIRDED i . g w p .i"X 4"-ACQ POST, ON f 0"SONOTUBE NZ d N• WI POURED CONCRETE FOOTING, w N — FLARED 20"X 8", 30' BELOW GRADE 0 < to z (TYPICAL ALL FOOTINGS) o U CD Z dO - ' w EXISTING POURED CONCRETE ZOQ 8 o m ENTRY STOOP TO REMAIN; REST x NEW DECK JOISTS ON STOOP Z\1 2"X 8"ACQ LEDGER BOLTED TO HOUSE FRAME WITH 5" "LEDGERLOK"SCREWS @ 16"O.C.; HANG D.J. FROM LEDGERWTTH SIMPSON LU28 CONNECTOR U w 0 2 0 w CZ ei p Q Z PjZ O 0 i EXISTING 8" POURED CONCRETE p c/ (..) u, FOUNDATION WALLS * FOOTINGS z ILI >4 TO REMAIN Q c O z O < 1 r, cO CZ C/ tNc) 4"X 4" POST W/ 2"X 2" 1L1 cV BALUSTERS * 2"X 4"CAP W W m AND BOTTOM RAILS LL z ('D EXISTING HOUSE e STRUCTURE TO REMAINz z z 2"X 8" RIM BOARD Z LU — FLOOR HEIGHT 4"X 6" CEDAR DECK FLUSH WITH D.J.; rr � — F LOO(APPROXImmoHDG HANG W/ LU28 CONNECTOR V 2' X 8 ACQ D.J. 1 6 o.C. FOOTING FRAME PLAN �/ z 2- 2"X 8"ACQ GIRDER; U — H2.5 HURRICANE TIE @ JOIST SCALE: 4" = I —L/ F— I_ GRADE _ \ BC SERIES POST CAP qsz CONNECTOR = 4, 0 43 4"X 4"ACQ POST, AB SERIES ' 3 Z POST BASE @ 10"SONOTUBE OO W/ POURED CONCRETE FOOTING, U — 2"X 8"ACQ LEDGER BOLTED FLARED 20"X 8", 30' BELOW GRADE EXISTING POURED ° TO HOUSE FRAME WITH 5" (TYPICAL ALL FOOTINGS) op "LEDGERLOK" SCREWS @ I C"O.C.; CONCRETE ENTRY STOOP o O HANG D.J. FROM LEDGER WITH TO REMAIN SIMPSON LU28 CONNECTOR 4"X 4"ACQ POST, ON I 0"SONOTUBE W/ POURED CONCRETE FOOTING, —` — ■j '��, FLARED 20"X 8", 30' BRA BELOW GDE ti (O (3 t (TYPICAL ALL FOOTINGS) DECKSECTION I •II!! 2x8 ACQ dill '1-C) 2- 2"X8"ACQ GIRDERTHRU U I" = (4) 2"X 10"ACQ STRINGERS ` \ ^ I BOLT W/ 2- %Z" CARRAGE BOLTS SCALE: ! '-0" ----& ,, 1 t J oc 4PROVIDE C" POURED CONCRETE / TAPERED TO GRADE1::I2 PITCH ( I �- ('�'I \ Z PAD UNDER RAMP STRINGERS; 1 1 a �� 5'3" y 3'5" VERIFY LOCATION IN FIELD CO N ' 4" 11_1 Z co- t-, o (n . >- zi` Q-) O Q z Z z o CD (s) ° 1'"r)F I" !;d LU 0 77/ c';', t.:SQ,4*E '' 21'1- ''','IA y 7 ,.*(h__1 ‘ a 110j . 4 PAGE: iii oil'++-X'' 2 8 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING USP METAL CONNECTORS OR APPROVED EQUALS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q 4"MAX. \i 4"MAX. I f Ad- 4"DIA. MAXIMUM -11.#-- (.9 Z 4"DIA. MAXIMUM • tL k-- Q h GIRDER/HEADER ,; POST i �/ Q CV z ' — E cB 'U O CD ' I z m POST/COLUMN 12"x I 2"x 12" , p (0 Q Q Q❑ ❑ ❑.Q Q Q Q , 16 Z CONCRETE FOOTING S z m 11 U' Z W ii DECK POST FTG. CONNECTION s Q F- DEGK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION Q 0 < >- POST-TO-GI RDER/H EADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING AI LI NG 6X6 POST PAUG6 OP WEGC /POST/SEAM ANCHOR APPLYTO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV_ BOLTS WITH WASHERS AND NUTS I-I/2"SPACE MINIMUM :� t� 0 HANDRAILS W GIRDER !� Q POST '�� to It GIRDER/HEADER �) --,---E)O lz. a10 o t' BALUSTERSRIM/DECK JOIST T ' 1 CONCRETEPIE' �/ W .i�' POS !COLUMN Q O OPEN BALUSTER ATTACHED TO WALL z O ~ O � � o HANDRAIL CONNECTION "i cJ z cf1 ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USE NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER — PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66OR,WE66 POST I BEAM ANCHOR APPLY TO EACH PIER — N LCY FLASHING TUCKED UNDER ILI N TOP PIECE OF SIDING AND ILI W OVER FIRST CONTIN. = f3___ Z co— LAPPED PIECE OF SIDING BELOW UNDISTURBED SOIL � • (� GIRDER/HEADER LAY PLASTIC BASE DIRECTLY ON ^ `J I/2"DIA. LAG BOLTS W/WASHERS UNDISTURBED SOIL(ORGANICS REMOVED) CONNECTED TO BLDG_@ l G"OC Z z C9 LEVEL BASE CD STAIR TREAD �O II I' FIT CONSTRUCTION TUBE AND PLUMB z U--1 POST/COLUMN10 ��IIII BRACE TUBE RIM BOARD / ' `i I 1 �`�i��`+1 FILL AS PER MANUFACTURES'INSTRUCTIONS O CD >- L FLOOR.FRAMING ill,_ L ■1 Z 1 2x JOISTS III_I11=11= = __ =III_I11- z IAIIIII)IIIIIPPHill/ �'f =,III=III ,III=III ,III-III=,III=III;,III=11 STRINGER ?� Wil '� BLOCKING FOR JOIST HANGER L POST-TO-GIRDER/HEADER CONNECTION BOLTS J LOCATION USE NUMBER DESCRIPTION APPLICATION RIM JOIST/BP. h O Uz) 4x4 SOLID COLUMN PP544/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL —7 6x6 SOLID COLUMN PE6GG/PBSE66/KCGG POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-G"LAYER OF CRUSHED STONE OR. O O STRINGER TO DECK/PORCH CONNECTION GRAVEL CO 1 HOLLOW COLUMN SIMPSON STRRI/2 H.G. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION 111U — LEVEL AND COMPACT BY HAND x LAY PLASTIC-BASE ON COMPACTED GRAVEL 0 LEVEL BASE m Al FIT CONSTRUCTION TUBE AND PLUMB 0 `L������ FBI CAES TPER MANUFACTURES'INSTRUCTIONS tro.ess ' I I1-11I I I— I111I I III 111-111- 11111111r ' �I, =IIIfIf;,III-Iff-III-fI-III-fff;,III={{ 4® WOOD JOIST . �� WOOD JOIST JOISTbelillf, BLOCKING -��® � 3 'I CONG. PIER FOOTING • U t4 / 1 ► z P ' BIGFOOT SYSTEMS FOOTING FORMGIRDERIHEADER I9 ! r ��/ `� IN ACCORDANCE WITH SECTION 104.I 1 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN l.9 +'� ' � � - COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED ISIn Li) WOOD JOIST - . WOOD GIRDER 11�a cp GIRDER/HEADER .1 till �I A7 LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT �,/ PRESCRIBED IN THE CODE. C In I J THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT W ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT LoN FLUSH JOISTS WITH HEADER/GIRDER 4 SPLICED JOISTS OVE HEADS GI E ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. — ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH R R/ RD R J THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION _USP NUMBER DESCRIPTION _ APPLICATION USE WITH RT I 0 TYDOWN ANCHORS _ Q TO ALLOW FOR SHRINKAGE. • JOIST TO GIRDER/HEADER, P,T10 TYDOWN ANCHOR CONNECT TO EACH JOIST \ Z U 0 • DECK t PORCH NOTES: NAILING SCHEDULE Q U .) I). Unless otherwise noted,all framing matenal to be#I ACQ pressure treated lumber. NAIL NAIL Z All fasteners, hangers and anchors to be galvin¢ed or stainless steel. JOINT DESCRIPTION QTY SPACING NOTES Z O cp s 2).Girders for deck joists to be bolted or anchored to eachpost orpier with washers and nuts. JOIST TO: PER TOE 4-8d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL ,^ O Into concrete with a minimum I/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE Ii ) 2-8d COMMON t , TO JOIST END NAIL =r: �, ILI 3). Posts supporting girders shall be anchored to a 1 2"x I2"xl 2"thick concrete footing. GROUND WIND SEISMIC FROST WINTER ICESHIELD r y pP g 9 FLOOD BLOCKING EACH TOE `+ �r7: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENTri ,12( Use a minimum 1/2"dia x 7"longanchor bolt with washers and nuts. Footings Shall 2-8d COMMON g LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL t:' be 4 ft.below grade. .v , ,` MODERATE SLIGHT TO BLOCKING TO: 3- 1 Gd COMMON EACH TOE / 4). Deck joists to have blockingat 8'O o.c.. 45 LBS. 120 B SEVERE 3 FT. I I NONE SILL OK TOP PLATE BLOCK NAIL ' ,1i4 �'r i? TO HEAVY' MODERATE ' LEDGER STRIP EACH FACE r ' 3- 1 Gd COMMON 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL e , r Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOIST ON LEDGER PER TOE �' i` ,. ' at I C"o.c. 3-8d COMMON yam t /� PAGE: TO BEAM JOIST NAIL = BAND JOIST PER END .. -; ��`$ +. G).Concrete piers shall be a minimum G"above grade. 3- I Gd COMMON /"/ f TO JOIST JOIST NAIL ___'_„-01pp 7)_All Joists to be supported with hangers and anchors_Each Jost shall also be anchored - BAND JOIST TO: 2- I Gd COMMON PER TOE NAIL to girder(s). SILL OR TOP PLATE FOOT ...VVV/// L APPROVED AS NOTED 0 1 i DATE:6 13)13 B.P.#� 38 o t�� .11 (?) , „, cs-0 c's*- 0 fr s'`�o�� ; coFEE3B-Lt ��� QY: � N m`°mNU 1-v° M NOTIFY BUI!DING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE oU-o N FOLLOWING INSPECTIONS:0 E o `-� o c j 3 n� Q N 6, • 1. FOUNDATION TWO REQUIRED -' o A 2 z u OL .. ),----mmklE FOR POURED CONCRETE w z o Zpz II o v g ° 2. ROUGH - FRAMING & PLUMBING c/n MN 0 L L 1> Ul �y-i-� C Q ( / Q "/ z g =1 2 o o 9 X �, -8 -6 p 3. INSULATION °-tu m � iL ,---1, t N z� 4. FINAL - CONSTRUCTION MUST v o co) coQ) )� N � y E 0 BE COMPLETE FOR C.O. 0 cn cn m oC cDW=o W ALL CONSTRUCTION SHALL MEET THE ,�, REQUIREMENTS OF THE CODES OF NEW o Q YORK STATE. NOT RESPONSIBLE FOR co o m LL..1 DESIGN OR CONSTRUCTION ERRORS. 0 ,CL'9 AAO 1.9 I S PLUMBING ,L, ,l, ° ALL PLUMBING WASTE v ��(in (_) m &WATER LINES NEED w V N • — TESTING BEFORE COVERING z o ° z o o � . Q pw z ] m m ILJ W ::: W PLUMBER CERTIFICATION °LLI ♦�� ?NLEADCONTEN 'BEFOREzoO��i ; oCERTIFICATEOFOCCUPANCY 0 I W SOLDER USED IN WATER ILI 0 z o DZ • z SUPPLY SYSTEM ;6-14-;%���������� _ EXCEED 2/10 OF �ALEADT 0 N 1`1...Air7— I N LLJ - ..O I-�bL C9 , (S) —1ms 1 bftc N k\\ o wO (L Z -2/I £-43-1z 4fr h.!.....4.. AIL,itl.. w p °\\ w z z co = ,zw Zw � 0 W = O \J — Z z IV U ° z ___1 Tn- z = b RETAIN STORM WATER RUNOFF ) z (I A .6--.02 PURSUANT TO CHAPTER 236 00 THE TOWN CODE. U m N qv ,<\(N. \CZo co r OCCUPANCY w -, OR �'�LL USE IS UNLAWFUL to Qi( VV ITHOU T CERTIFICATE z_.1 b to \OK 07OCCUPANCY v z � 0'OL2 3„O I,SSo91 S COMPLY WITH ALL CODES OF W Z NEW YONK STATE & TOWN CODES J AS REQUIRED AND CONDITIONS OF ‘ 1/ SOUTHOLD TOWN ZBA >-- z 1C' o Si. -•,.01., , ri,, ,- :'"RD (..) 0 > ,*.-, :w -. EES Q U z 1 Z Z U lll 0 sl a= �- i ! H (P,, 1° aA�.. \ti `VIVO a PAGE: ,-. p'OierSSI00- 1 N z O Q w w /‘. \ ,/f \ Lu cn co O 0 w 'IM 111 DECORATIVE CUPOLA -- O ~O MM IMS o N o Q m z r 1 r 1 z EXISTING ROOF STRIJCTIIRF: - * U Q >- ca SEW SHINGLES (IF NEFDFD) _ 0 co 0 1 ( �� ( 0 �' i `�Iliil���il��i i ' ll�i li' �i ill 'i �iil LI 1 I LI-1-1 L1J LUIJLIJiII bill �i IIU'll ti__L-1 ��LII � o 4L o Q tu2 LJ A ) L HI_ I_ _JL j j JII d H � n = w oCZ ! > - _ CZ v -W2032 o ouII [ w 5 0TW2446 1 _i I � � �, 0 121 - NLGDGOGB NLGDGOGB ti_j Q O jfIlIII0I'. ._ .. „ '. 111111 II t u YARD ELEVATION BACK ELEVATION u N SCALE: 4" = I '—O" SCALE: 4" = I '—O" 0_ Z Z z CD Z 1u OOU � zz U I— z —J /N\ 7Z\ z ki Oi --, z �; Elm' we O o mi. � U X 030 2 _..i/Imnl\._ _.i1k._. ../11111111111111111111111h., _ IIIII _ Iluuu _4111MINIMPOINfilliiall . „dig .0111111111111 , 41 hi,_ I � uu _ uu JI SI I1� ' J� I i �- - z_ J u �I kw2432 I I I Iv (�� � Y_ m uu I J <9 IIII III IIIIIII III IIII LI IIIL�` uLIII� ���ill_ IIIL n • TW2446 I U—LLJ L� >- z -g L I I I � I I � ��� U 0 o 11 ,IJ ,.,[ � I. . .. I ,H �I,I,U ,H ,I,1, I � ,.I. . ,. I. .. Q U z Z z o U (Sc KIGhT SIDE ELEVATION LEFT SIDE ELEVATIONtr, `�FNEP '' o SCALE: 4" = I '-0" SCALE: -" = I '-0" t' y ' r— i A ri ii tx- ; a PAGE: r, ' 1 air At, -',..*;:.7t74,-;_-0--— ',/.' z m a_ tu O w Ozz cd 0 J N IL < CO Z SECTION .. .. .. .. A (9 3o'-O" / Z -1W I I'-10" U Q >- 11 TW2l Q 0 m /,, 2 / R/F / / 0 / 0 ; 0 = o WALL LEGEND: CLOSET � � CLOSET EXISTING 2"X 4"STUD WALL @ 9 / / 2468 7 N 16" O.C.TO REMAIN; PROVIDE w ® c-- R 15 INSULATION 2' GYPSUM z / / BOARD ON INTERIOR; NEW 8" Q p I► W 2668 7///////////////////////// VILV:: // �i - ////// = AA SADDLE SHEATHING, WRAP SIDING [2 O 2'-0" _ WALL TO BE REMOVED = j O Z NNEW CONSTRUCTION: 6cz 0 Ili 0 2668 O 2"X 4" EXTERIOR FRAME, R-15 INSULATION tu BEDROOM a'4: "e WI I LAYER PLYWOOD SHEATHING* Z Q� Q O CD D 180 SQ.FT. IL ? N 2" GYPSUM BOARD ON INTERIOR 10Zb 16.S%LIGHT O Q - Z? W Q ' O 8.1%VENT 0 2 o N N 2"X 4" INTERIOR STUD FRAME J C� Z (� N O44- -//////- PARTITION WITH 2' GYPSUM K !5 INSULATION :1 VENTED N GREAT ROOM z H BOARD ON EACH SIDE BAFFLES BETWEEN RAFTERS ; , �o NEW BEADBOARD CEILING 8'-4"CEILING HEIGHT U — PROVIDE 2- 2"X 10"HEADERS ON RAFTERS THRU-OUT % ®j 322 ABOVE ALL WINDOWS DOORS — / 3.4%(LIGHT CIL N UNLESS OTHERWISE NOTED; 8.1%VENT = 6'-8" HEADER HEIGHT ABOVE LY_ in W (V 7. NEW SUBFLOOR W z C�9 / nn BRICK , fa-- Z SURROUND 0 EXISTING GARAGE DOORS / 00D _N TO BE REMOVED; FRAME / r 5 v _— N z z (...c, IN EXISTING OPENINGS / z W m Z. 17'-0" FW • z 0 —z i I 1 .e.. , r.56. ,Si --I I I I i� �. �/ NLGDGOG8 NLGDGOG8_ TW244G U 1-- G-0" 12'-8" / 6'-7 1/2" 4-2 I/2" / z —.% _ D ki 0 co / 3'_3" / N —, z L-, DECK O O CO 4"X 6" CEDAR DECK BOARDS. U x 209.7 SQ.FT. coO 2 / 23'-3" / U z =�� SE A ON r <99 .d'YARD \ ELEVATION K �^G , Lx_ to ox W 7. t J n) FLOOR PLAN lia21' o SCALE: 4" = I '-0" z o O } Z U z Z z o U 8 ( n w 1 ) r + ,,i, , '.-. ,t4) . PAGE: y1.K jy 0,58222 �fe: ®o 822, . 3 z m I:1_ o 0 DZ iii W O N zcci Q m z SECTION / 3o'-0" A ! / .. .. .. .. U, Z _ J _ o W \ (1) 0 021 2"X 8" ACQ LEDGER BOLTED / TNRU BLOCKS WITH 5" "LEDGERLOK" SCREWS @ I C" O.C.; HANG F.J. • FROM LEDGER w/HU7 CONNECTOR. TYPICAL BOTH FRONT* BACK -i U EXISTING CONCRETE BLOCK `_ p FOUNDATION WALLS TO REMAIN; ;0 Li Q -b3VERIFY FOOTING IN FIELD x O 6p PROVIDE R-I9 ASSUME- I C"x 8" *3'-0"BELOW GRADE INSULATION N u_ w W w Q z = > O z - i OU w o \ z UW' }- O q Q 0 az n 3- 2"X 8" FLUSH GIRDER J CD z • SITTING ON 2"X I O"ACQ SILL ON EXISTING SLAB FOUNDATION WALL LEGEND: b U EXISTING FOUNDATION N EXISTING GARAGE El? C.ZIN WALL TO REMAIN Lo TO REMAIN a� - W N 8" CONCRETE BLOCK z W —ill m FOUNDATION WALL 0_ z WITH I'-4"X 8" FOOTING • V • Z z co zW II. z z / • 2"X 10" ACQ LEDGER BOLTED 1-- m rn CLOSE IN DOOR OPENING; TO HOUSE FRAME WITH 5" z J LEDGERLOK SCREWS @ I6 O.C.; BREAK SLAB AND PROVIDE HANG D.J. FROM LEDGER WITH 8" CONCRETE BLOCK WALL TO ciSIMPSON LU 28 CONNECTOR 0 C s FOOTING, 3G" BELOW GRADE Q do -� 0 z (n < 0 o 4"X 4" ACQ POSTS ON x - U o 8"SONOTUBE W/POURED N 0 col CONCRETE FOOTING, FLARED N • TNRU POST 20"X 8", 36" BELOW GRADE GIRDER,2- 2"X 8"AC FLUSH a_ (TYPICAL ALL FOOTINGS) 1� �� �OLnT�E • \�� \ -/I,_ 7_I" /- -/ 7' I" X4,_0"f- / 23'-3" SECTION / , ` ge z a YARD f ELEVATION v w z LD FOOTING $ FRAME PLAN SCALE: �" = I '-O" z o • 0 Q U z Z z o cp ( Ill 417--- k 0 ; ' , 4. �, A \ PAGE: -58224 T � 4 z 0 t= U w w 0{) N 0 o O w EXISTING RIDGE HEIGHT L b N ARCHITECTURAL ASPHALT R-15 INSULATION *VENTED \ 0 O nl p ROOFING WITH 15#FELT \ BAFFLES BETWEEN RAFTERS; • a_. Q in z OVER EXISTING PLYWOOD NEW BEADBOARD CEILING SHEATHING; ICE 4 WEATHERMATERIAL ON INSIDE OF ROOF •• •• •• •• SHIELD @ PERIMETERS EXISTING ROOF TRUSS U FRAME TO REMAIN z J U,J \ U p >- EXISTING PLATE, FASCIA SOFFIT „ „ Ea EXISTING WALL PLATE p 2- 2 X 1 0 HEADERS; S — — PROVIDE SIMPSON CS20 STRAPPING ABOVE ALL WINDOW/DOORHEADERS + WINDOWS 4 EXTERIOR DOOR —• •— o (� 4 EXISTING 2"X 4"STUD WALL @ - o w 16" O.C.TO REMAIN; PROVIDE ----____________ N p R 15 INSULATION 2' GYPSUM 2"X 8"ACQ LEDGER BOLTED T Q p BOARD ON INTERIOR; NEW 8" TO HOUSE FRAME WITH 5" t 2 Lu SHEATHING, WRAP*SIDING NOTE: "LEDGERLOK"SCREWS @ 16"0.C.; W w Q HANG D.J. FROM LEDGER WITH > O ALIGN SUBFLOOR WITH = z oC HANG JOISTS w/HU7 SIMPSON LU28 CONNECTOR EXISTING SILL PLATE a O p 3CONNECTORS @ FLUSH GIRDER ez VI -J U 2"X 8 „ACQ LEDGER BOLTED PLYWOOD SUBFLOOR 5.. 2- 2"X 8"ACQ FLUSH _ FLOOR HEIGHT Q w O 4 X 6 DECK BOARDSO THRU BLOCKS WITH 5""LEDGERLOK" 2x8 FJ @ 16"OC ���� 3- 2"'X 8" GIRDER ���1�1Y i GIRDER, BOLTED THRU POST o Z Q SCREWS @ I 6" O.C.; HANG F.J. ��. 2 X 8 ACQ D.J. Ili O.C. �yNN'f� GRADE 15 FROM LEDGER w/ HU7 CONNECTOR GARAGE SLAB TO REMAIN , 0 O / 2"X i O" ACQ SILL ` SIMPSON ABU44 7 \ 4"X 4"ACQ POSTS ON J O z ON EXISTING SLAB CONNECTOR @ 8" SONOTUBE W/POURED o EXISTING CONCRETE BLOCK POST/SONOTUBE / \ CONCRETE FOOTING, FLARED FOUNDATION WALLS TO REMAIN; f 1 20"X 8", 36" BELOW GRADE —• FOOTING DEPTH N VERIFY FOOTING IN FIELD (TYPICAL ALL FOOTINGS) — ASSUME- 16"x 8" * 3'-O"BELOW GRADE 1.� „/ N to WC BUILDING SECTION "A" w w ' NAILING SCHEDULE cLz `.- • 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL SCALE:'L`: 4 = —O \J JOINT DESCRIPTION NAIL QUALITY NAIL SPACING — z C9 Z w ROOF FRAMING O — RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER 10'-0"WALL:4-8d PER RAFTER z z• z CEILING JOIST TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER JOIST � ` � I O'-0"WALL:4-8d PER JOIST v CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP ___1 N LE CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TAB3.7 EACH LAP CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA z COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE N BLOCKING TO RAFTER TOE NAILED 2-8d EACH END WEATHERING SEVERE r ,�, RIM BOARD TO RAFTER END NAILED 2-I6d EACH END FROST LINE DEPTH 3'-0" O z N WALL FRAMING TERMITE MODERATE TO HEAVY TOP PLATE TO TOP PLATE FACE NAILED 2-16d • PER FOOT DECAY SLIGHT TO MODERATE 0 co O TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SIDE STUD TO STUD FACE NAILED 2-16d 24"0/C WINTER DESIGN TEMP. 1 I x HEADER TO HEADER. FACE NAILED 16d 16"0/C ALONG EDGES o TOP OR BOTTOM PLATE TO STUD END NAILED 2-I lid PER 2X4 STUD ICE SHIELD UNDER- AS PER MANUFACTURER'S in 3-I6d PER 2X6STUD LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 0 4-I lid PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, FLOOD HAZARDS BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-16d •— PER FOOT FLOOR FRAMING GENERAL WIND PROTECTION CONNECTION NOTES JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST Adapted from Standard for Hurricane Resistant Residential Construction; SSTD BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2-8d EACH END I 0-99 and 200 I SBC High Wind Edition Wood Frame Construction BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I6d EACH BLOCK Fasteners and Connectors for Wood Frame Construction U LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND JOIST TO JOIST END NAILED 3-I Gd PER JOIST 1 . A continuous load path between footings, foundations walls, floors, studs and z N BAND JOIST TO SILL ORTOP PLATE TOE NAILED 2-I6d PER FOOT roof framing shall be provided. ug (0 ROOFRUSHEATHING 2. Approved connectors, anchors and other fasteningdevices not included in STRUCTURAL PANELS I�I� Ln 4'PERIMETER EDGE ZONE- 16"0/C-6"AT PANEL EDGES the Standard Building Code, Table 230G. I shall be installed in accordance with W� z " 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD manufacturer's recommendations.6" _J m INTERIOR ZONE- 1 0/C-6"AT PANEL EDGES AND 12"AT 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4-O OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4-O ON EACH SIDE OF THE ROOF PEAK,THE 4-0 PERIMETER 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. weather or subject to salt corrosion in costal areas, shall be stainless steel or 0 u n • hot dipped galvanized. CEILING SHEATHING -z O GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 4. Where windows and doors interrupt wood structural panel sheathing and O 3 WALL SHEATHING siding, framing anchors or connectors shall be provided at the top and bottom z 0 °) STRUCTURAL PANELS 8d 4'EDGE ZONE- 16"0/C-6"AT PANEL EDGES AND 12"AT Q z INTERMEDIATE SUPPORTS IN THE PANEL FIELD of cripple studs, header studs, and at least one stud at each side of opening. z 8d INTERIOR ZONE- 16"0/C-6"AT PANEL EDGES AND 12"AT z 0 INTERMEDIATE SUPPORTS IN THE PANEL FIELD 5. Ridge straps shall be attached to each pair of opposing rafters except where 0 5 FIBERBOARD PANELS 7/16" lid 3"EDGE/6"FIELD collar ties of I x6 or 2x4 lumber is located in upper third of attic space and _ —" o 25/32" 8d 3"EDGE/6"FIELD pp p GYPSUM WALLBOARD SdCOOLERS 7"EDGE/10"FIELD attach to each pair of rafters. (NF1 8d 4'EDGE ZONE 16'O/C-6"AT PANEL EDGES AND 12"AT G. Uplift connectors shall be provided at each rafter bearing. 'e "�q��yy ' '" V--� HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD p � A'®�y�'ij�1 8d INTERIOR ZONE- 1 6"0/C-6"AT PANEL EDGES AND 12"AT / INTERMEDIATE SUPPORTS IN THE PANEL FIELD 7. Floor to floor hold-downs to be provided every 48, and every IC" within 4' ll, t* of exterior corners. �. !nY� II A ;, FLOOR.SHEATHING STRUCTURAL PANELS- I"oR LESS 8d 6"EDGE/12"FIELD 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the � _ , , ° , ..a' ' Nailing requirements are based on wall sheathing nailed 6 inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x �W. ` �' PAGE: higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 1 2 0' \' J5822 )t-- load path. inches of each end of each plate. Anchor bolts shall have a minimum embedment n,._ ` • When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-16d nail per foot. of 7 inches in concrete'masonry foundations. Anchor bolts shall be located 5 • Corrosion resistant 1 I gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. within 12 inches of corners and at spacing not exceeding 4 feet on center. I I