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Home My WebLink About37488-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/4/2013 No: 36276 Date: 6/3/2013 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 8225 Nassau Point Rd, Cutchogue, Sec/Block/Lot: 118.-4-10 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/22/2012 pursuant to which Building Permit No. 37488 dated 8/30/2012 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: alterations and addition to an existing one family dwelling as applied for per ZBA #6576, dated 7/19/12. South addition only. See plan dated 8/20/12, pages A-l, A-2 and A-3, also copy of survey dated 3/13/13. The certificate is issued to Manago, Vincent & Manago, Carol (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37488 3/27/13 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37488 Date: 8/30/2012 Permission is hereby granted to: Manago, Vincent & Manago, Carol 10 Bellows Ln Manhasset, NY 11030 To: construct additions/alteration to an existing dwelling per ZBA #6576 & Trustees as applied for At premises located at: 8225 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 118.-4-10 Pursuant to application dated To expire on 311/2014. Fees: 8/2212012 and approved by the Building Inspector. SINGLE FAMILY DWELLiNG - ADDITION OR ALTERATION CO - ADDITION TO DWELLiNG Total: $415.20 $50.00 $465.20 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unnsual 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/l 0 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 Plmming 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 unnsual natural or topographic features. 2. A properly completed application and cousent to inspect signed by tbe applicant. Ifa 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swirruning pool $25.00, Accessory buildiug $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildiug - $100.00 ' 3. Copy of Cellificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $5000 5. Telnpolary CeF./ficate ofOcctqgal~cy - Residcutial $15.00, Commercial $15.(}0 Now (~onstlRIctioll: Locatioo of Prope~.y: _ __~2~'~ ff House No. Owner o~ Owners of Property: ~ ._~O uffbIk (otmt3 ~ ax Map No 1000, Sectxm SubclivJsics~ Dale Old o~ P)c existing Building: ~ (check one) Plannii~gB~)aldAppl iai: Request fo~: r['elall)Olal)r ( ertifica(e Fee Submitted: $ - . Filed Map Lot: . Pernfit No. ~"[t..~_~ Date o Pelrnlt _ __ Applicant: ~h ~ ~ ~,' ~!1~ ~ Health Dept. Approval: ~ Undci~ t if ers At)p~ oval: ~ Final (cr/ificatc (check Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 ro~er.rict ert(~,town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Vincent Manago Address: 8225 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 3uilding Permit #: 37488 Section: 1 1 8 Block: 4 Lot: 1£ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential ~ Ind°or E~ Basement ~ Ser~iceOnlyR Commerical Outdoor 1st FI~ P~I N~ R~i~ 2nd Flor H~ Tub Additi~ Su~ AEic Ga~e INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel NC Co~denser Single Recpt Sub Panel NC Blower Range Recpt Transfcrmer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 1-paddle fan Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Datestors Recessed Fixtures J.~ CO De~estors Fluorescent Fixture ~.~ Pumps Emergency Fixtures ~.~ Time Clesks Exit Fixtures [__~ TVSS Inspector Signature: Date: March 27 2013 Elect rical_Certificate.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F~I~NDATION 2ND [ ] INSULATION [~] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI(T CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: .~ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) . DATE //'/~////~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~UGH PLBG. [ ] FOUNDATION 2ND [//]~NSULATION [ ]FRAMING/STRAPPING [] FINAL [ ]FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR~AL~_(FII~,.~L) REMARKS: ~ / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] R~LBG. [~-~ INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FiRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ----~/~~ ~-- DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~.~.~.~.~.~.~.~.~CATION [ ] FRAMING/STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COIISTRUCI'ION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (I~QUGH) [ ] ELEC'~qlCAL (FI~I~. L) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I/~iSULATION [ ]FRAMING/STRAPPING [I/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (I [ ] ELECTRICAL (FINAL) REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPEOTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE ~/~//~ FOL%N'DATiON (1ST) FOUNDATION (2~D) PL~G ~D~ON~ COUNTS " ~i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c T/'3 :0 ! p. 2012 ~r.D~ DEPT. PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm-Water Assessment Form Contact: Mail to: Phone: f-ICI- PPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS /Z ,20 T0WiJ OF SO T~L.~. ,,-~- i a. ms appllca6,~,, ~v,,oo, bc c~ npletely 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 Buildiug Inspector will issue a Building Permit to the applicant. Such a permit shall be kept oil 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 colnmenced within 12 months after the date of isstiance 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 mouths. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ufa Building Permit pursuant to the Building Zone Ordinance of tile 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, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen ,~architec~, engineer, general contractor, electrician, plumber or builder Name of owner of premises V[/~/C_.-~_.0 t/ C,~::~ C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly' authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on wkic.h proposed work xvill be done: House Number Street Hamlet County Tax Map No. 1000 Section [/~c:~ Block ~ ~" Lot / 67 Subdivision Filed Map No. Lot a. Existing use aand °c~u°ahC~p y tS~,/AJ 6' (--- '~ tt~-~r"6'/? (.- 9' .ff~ ~-"_~ b. Intended use and occupancy t.J~,~ ,~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work ~_ Alteration~ (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness,~.~mmercial or ?xe~.~specify 7. Dimensions o~ng structures, if any: Front Height. Number of Stories nature and extent of each type of use. Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories/,~ 9. Sizeoflot:Fronff''~2'- '- J'"'('/'/~ear~y /''J Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated f 4 ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES NO v//'Will excess fill be removed from premises? YES 14. Names of Owner of premise//~4'~ O Address Phone No. Name of Architect r.,[ ~/-/~$it-~Z.,7--? Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ufa tidal wetland or a freshwater wetland'? *YES I,/'/NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS/MAY BE REQUIRED. b. Is this property within 300 feet ufa tidal wetland? * YES t,/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 an), covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO V STATE OF NEW YORK) SS: COUNTYOF~ ~ //~ ~ C,,//F.~//t.,~w~//~ff-~'~]~' being dtdy sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, OONNI£ D. BUNOH Notary Public, State of New York ~¢,~/~ No. 01BU6185050 (Contractor, A~nt, Corpor,4te Officer, etc.)Comm-~ss~on ........... Expires":' ....... April'~"tY14, 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to,before me this~ ~ dayof 5¢~-5,,~,~ 201~ Notary Public BOARO:O ' TOWN ' ': ' :" DATE: ~LY 18,2012 P~IT NO~ .~m ISSUED TO: VIN~ ~&,C~OB~ ~ PROPERTY ADD.SS: 8225 NASSAU POINT ~., CUTc~oGuE AUTHO ZATION ~ ~ accor~ce wi~ ~e Remlution of~e B~ of T~t~s adopt~ at ~* ~ held comid~tion of ~pp!ication fee in ~e ~um 0f $250.~ paid by Vi~ent & C~ol M~go ~d subj~t to Wetland Petit to con~truct ~e~ond floor ad~tion~ and alteration~ to s~fa~iY dWe~ Wi~ the'~d~hearainage is - Stormwater Management of the Town C~ and as depict~ off~ ~e site plan prepar by Ma rk ~ Sch~a~ A~ ~ted May 31 2012. .~,I~I~W~i~IES~,~WHEREOF, JI!e.~id ~B~ )g~ ofTr~st _e~s~ hereby ~a~ i.ts Co~rporate Seal to b~ affixed, and these p~r, ~e~, ts to b~'~ub~.~bed ~ a fiuljon~ ofthe smd ~oai'd as of this ~lt~. q , . ~ i~.. · -, . ~ .~ ; ~ ~ , .,,~ '~/03/20i3 09;24 6317656641 ~IJTHO_D TRUSTEES PAGE 01/01 ,lames F. Kit~, Pre~i(k. nt Bob Ghoeio. Jr.. ¥ic~.P~esMent l~ve Joh~ Br~leme~r Michael J. Domino Town H~I) Aonex P.O. B~x 1179 ~outhold, N~w ¥~rk 11971~0959 (631) 766-1892 (681) 765-~641 BOARD OF TOWN TRUSTEE8 TOWN OF $OUTHOLD CERTIFICATE OF COMPLIANCE THIS CERTIFIKS that the construction ofsecs~l, floor additions and -l!__-~_~on~ tO ~xisting sinnle-famil~; dwelling' and dr~i,-.~3s in comnlisf~e with tr~.;~.:r, 236-~i,,.,,~'~ - Man he Town Code At 8225 Nassau Point Roa& C,te~,~o,.,_. New yn~ Suffolk County Tax Map # 118-4-10 Conforms to the application for · Trustees Permit heretofore filed in this office Dated 6/20/1~2 pursuant lo whieb Trustoes WetJmld Perm(t #7850 Dated 7/1 ~12, was issued and conforms to M! of ~he requlremeatts and eondilions of the applicable provisions of law, The project for whieh (kb cerflfieate is befog issued is d~wdlin*' aud d~ifl~ is in eompliM,~, with ~--~ 236-.q~ ...~-~_-_,_~ N,-,,-- -~--~.2. of the T0~!! Code. The certificate b Issu~l to VI~JCENT & CAROL~MANAGO owners of the aforesaid property. Authorized Slgnalure FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 6, 2012 TO: Mark Schwartz for: Vincent & Carol Manago P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated April 4, 2012: For permit for additions and alterations at: Location of property: 8225 Nassau Point Road Cutchogue, NY County Tax Map No. 1000 - Section 118 Block 4 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this conforming 1.3084 acre lot in the residential R-40 District, is not allowed pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a proposed setback of 69 +/- feet from the bulkhead. Auth~0rized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. ~' ~q~// BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Sonthold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.north fork.net r~ONING BOARD OF APPEALS TOWN OF SOUTHOLD Fei. (631) 765-1809 · Fax (631) 765-9064 GS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 19, 2012 ZBA FILE: 6576 NAME OF APPLICANT: Vincent and Carol Manago PROPERTY LOCATION: 8225 Nassau Point Rd, Cutchogue, NY SCTM# 1000-118-04-10 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 I1 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 June 19, 2012, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMiNATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 19, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject parcel is a conforming 1.3084 acre lot located in a R-40 zone district. It is improved with a two story dwelling and an accessory garage with apartment above. It has 150.27 feet of frontage on Nassau Point Road, 376.39 feet along the north property line, 150.48 feet on Little Peconic Bay and 358.99 feet on the south property line as shown on a survey dated February 16, 1996, last revised Mamh 27, 2001 prepared by John T. Metzger, LLS. BASIS OF APPLICATION: Request for Variance from Article XXII Code Section 280-116(B) based on an application for building permit and the Building Inspector's April 6, 2012 Notice of Disapproval concerning proposed additions and alterations to a single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance for a 69 foot setback from a bulkhead, where the code requires 75 feet, for proposed additions and alterations to a dwelling which include a small second story addition above an existing porch on the seaward side of the dwelling and two dormer extensions and roof alterations, as shown on the survey of the parcel prepared by John T. Metzger, L.S., dated Feb. 16, 1996 and drawn upon by Mark Schwartz, R.A. showing locations of proposed alterations and additions. Page 2 of 3 - July 19, 2012 ZBA File#6576 - Manago ADDITIONAL INFORMATION: The subject parcel has received prior variances; ZBA file //4384 in 1996 for bulkhead setback for an accessory shed and ZBA file//4618 in 1998 for addition to the accessory garage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5, 2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be tree and relevant and makes the following f'mdings: 1. Town Law §267-b(3)(b)(l). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations are characteristic of dwellings in this neighborhood and there was no evidence submitted to indicate that they would cause a detriment to nearby properties. The proposed additions and alterations will have no visible impact from the street 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling pre-exists in its present location with its existing floor plans. The proposed additions and alterations are in locations that are the most feasible to construct with respect to the dwelling's floor plans and room functions. 3. Town Law §267-b{3}(b){3). The variance granted herein is not mathematically substantial, representing an 8% relief from the code. Furthermore, the proposed additions and alterations are within the existing footprint o the dwelling and the bulkhead setback will remain the same. 4. 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. The Applicant will install sufficient roof drains and drywells to contain all storm water on site as required by Code 5. Town Law §267-b(3~(b}(SL The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations, 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 Homing, and duly carried, to GRANT, the variance as applied for, and shown on the survey of the parcel prepared by John T. Metzger, L.S., dated Feb. 16, 1996 and drawn upon by Mark Schwartz, R.A. showing locations of proposed alterations and additions, and the architectural drawings sheets A-1 thru A-5 inclusive, prepared by Mark Schwartz, R.A. dated May 31, 2012. A ny deviation from the sur~ey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department ora building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving Page 3 of 3 July 19,2012 ZBA File#6576 - Manago CTM: 1000-118-4-10 nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject proper~y that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson.), Goehringer, Dinizio, Schneider, Homing. This Resolution was duly adopted (5-0). Leslie Kan6s Weisman, Chairperson Approved for filing :i Town of Soathold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) Will this Project Distur~ f~e (5) or More Acres al ~ ~ ............................................. a. D~es the App~cent here e QuaJi~ Ins~ctor On ~ ~ ................................................. c. ~e~PPP~ta~T~ ~ ~ ............ e~or Pe~nent ~1 S~I~ ~sur~ ? Yes d. D~s ~e SWPPP A~teN ~ a C~ ~ ~ .............................................. Pr~ P~ ~n ? Yes No COU~OF ~.~..1..~.~.~.~. ............ S5 ,~o. u~U61~50 ~g ~or rep~five of ~e ~ or ~, ~d m~e md fie ~ appli~fion; ~at ~ sta~ ~n~ed in ~s appli~ ~e ~e m ~e b~t offs ~o~edge ~d ~ md $WPPP ~sessment FORM: 0~12 To,a,n Hall Azmex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631) 765-1802 · ax (631) 76& 5 ro., er, nohert ow,.sou g%.nV.us BUILDING DEPARTMENT TOWN OF SOLTTHO!.D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: ~lame: _icense No.: ~,ddress: Phone No.: ~"~_~.~,/Z~_/-,,,~,~/' Date: · .5-- ?W' JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) Block: ~ Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: ~'~ NO_ Final Temp Information (If needed} *Service Size: 1 Phase 3Phase *New Service: Re-connect Underground Additional Information: 82-Request for Inspection Form 100 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION Ta-- -cwo-- 0/4,0 I~OPERTY TOWN OF SOUTHOLD RECORD CARD OWNER v'm¢~n+- ,.¢ ~ I FORMER'O~R STREET N VILLAGE W DISTRICT SUB. ACREAGE //. TYPE OF BUILDING sEAs. VL. ~ARM COM~* I,ND. CB. I M,SC. ~~ IMP. ' TOTAL DATE ~ r Tillc~ble 1 Tillable 2 Tillable, 3 ~Voodland {~wampland B rushla~l,' ~ ~ · Hou'se Plot REMARKS Total I M. Bldg. I Extension ~ ~ x( '~, ~ (~ ~,~;/ ~ ~~asement ,""~-[-f- ),'/'~'Fl~rs Extension / Extension Z-~ ~ / Attic /'~ ~ -. ~ ~ / ~ ~K~ ] Porch ~ - ,~ Porch Rooms 1st Flor q~ ~ ' .-[ ~way M. Bldg. Extension Ext. Walls Extension Fire P~a~o3,~,) Ye5 Heat at Y ~' D,R ; Fin. B Porch ' N. 82'00'00' E. h spur $. 82'00'00" ~¢' p/O LOT CERTIFIED TO, LA WYERS. TITLE INSURANCE COMPANY ABSTRACT REPORTS, LTD. ~ VINCENT MANAGO CAROL MANAGO ANY AL TERA TION OR A~70N TO Tt!~$ SURVEY IS A VTOLA TTON OF 5~CTION FZOg OF TI-~ NEI¢ YORK STATE ED~CA TIO~ LAI¢, EXCEPT AS PER SECTION F2Og-~ 2. ALL ~R~ ~NS ~ A~ VA~ F~ ~S ~P ~ C~S ~ ~ Y ~ SR~ MAP ~ C~S BEAR ~ ~S~ ~L ~ ~ ~V~Y~ A~fT~4£LY TO COM~_Y F/fT~' SAIO LAFf ~ ~ MUST 8E USED BY ANY AI~) ALL SURVEYORS UI~JZ~G A COPY OP ANOT-H~R 5t.~V~yO~'S MAp. TE~4$ SUCH AS '~VSP~.Cr~' AND 'BRO(~GHF-TO-OA TE' At~ NOT ~ CON~LI~ ~H T~ LAF~. z~o 358.99' SUPVEY OF LOT 64 & P/O LOT 65 "AMENDED MAP 'A' OF NASSAU PoIN'[[ F~.ED AUG. 15,1922 RI. ENO. 156 ~ A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N K AREA = 1.3084 Acres to tie lines ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO N.C.V.D. FLOOD ZONE LINES DETERMINED FR.O~ CONTOURS & FIRM. ~000 - 118- 04 - 10 Scale., 1" = 30' Feb. 16, 1996 xtprY 4. 1996 (CERTT~CA TIONS ADDED) Apr'! M,4R~14 g7, pO0~ (new (6~1) 765 - 5020 FAX (6311 765 - P. Q, BOX 909 1230 TRAVELER STREET SOUTHOLD~ N.Y, 11971 96- 1'!3 ' ~ plO L ~'1 - ~ SP~IT S. 82'00'00" W. p/O LoT 6~ CERTIFIED TO~ LAWYER~. TITLE INSURANCE COMPANY ABSTRACT REPORTS, LTD. ~ VINCENT MANAGO CAROL MANAGO ANY AL TLrRA I'ION OR ADDITION TO THIS SURVEY IS A VIOLA T/ON OF $~'CTION F'Z09 OF T~f~ NEfF YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION ?209-SUBDIVISION Z. ALL CERTIFTCA TIONS SAID MAP OR COPIES BEAR THE IMPRESEED SF.4L OF THE SURVEYOR WHOSE ~NA TUR~ ~:5OEARS HE'REOI~ ADDITTOIti4LL Y 7'0 COMPt Y FiITH SAID LAF/ THE TERM 'AL ;7:'RED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZJV~ /4 COP)' OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED' AND 'BROUGHT-TO-OA T£' ARE NOT IN COMPLIANC~ FiITH THE I-AW. AREA = 1.3084 Acres to tie lines SUF,?VE~' OF LOT 64 & P/O LOT 65 358.99' "AMENDED MAP ', ~' OF NASSAU POINT" FILED AUG. ~$,1922 FILENO. 158 A T NASSAU POINT TOWN OC SOUTHOLD SUFFOLK COUNTY, N Y. ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO N.C.V.D. FLOOD ZONE LINES DETERMINED FRO~I CONTOURS & FIRM. 1000 - 118- 04 - 10 Scale. 1" = 30' Feb. 16, 1996 April ~ 1996 (CERT~CA TIONS ADDED) ~CON/C 49618 (631) 765 - §0~0 FAX (631; 765 - 1797 P. O. BOX 909 IZ30 TRAVELER STREET SOUTHOLD, N.Y. 11971 TuTHILL ROAD N. 82.00o00' E. ? LOT ~ P / Ve CERTIFIED TOt LAP/YE_RS. TITLE INSURANCE COMPANY ABSTRACT REPORTSt LTD. ~ VINCENT MANA60 CAROL MANAGO AL TERA TION OR ADOITION TO THIS SURVEY IS A VIOLA TION ~ $ECTION ~Z09 OF' THE NEIF YORK STATE EI)UCA TION I. AFft ¥CEPT AS PER ~ECTION 7~O9-;SUBDIViStON ~ AIL CERI1FICA TIONS ~EON ARE VALID FOR TH~ MAP AM) COPIES THEREOF OM. Y IF MAP OR ~ ~ ~ IMPR~D SEAL OF ~ SURVEYOR ~,goFOS~,o 358.99' AREA = 1.3084 Acres to tie lines SURVEY OF LOT 64 & P/O LOT 65 "AMENDED MAP 'A' OF NASSAU PO/NT" A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000- r18- 04 - 10 Scale: 1"= 30' Fei). 18, 1996 RECE't'VED BOARD OF APPEALS - /PECONIC ~UI~t)'EYOR$, P.C. (651) 765 - 5020 FAX (631) 765 - 1797 TuTHILL RoAD ~. B&.o0.O0' E. LAI~Y~R~. TITLE INSURANCE COMPANY ABSTRACT REPORTS, LTD. ~ VINCENT MANAGO CAROL MANAGO ~o~ (~ AREA = [3084 ACres to tie Snes 358.99' SURVEY OF LOT 64 & PlO LOT 65 "AMENDED MAP 'A' OF NASSAU PO/NT' AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. ~-~-04-~ Scale: = I" 30' Feb. 16, 1996 ELEVA~ AMD CONTOUR LINES ARE R~'aNEN~-D TO N.E.V.D. FLOOD ZONE LINES DETERMINED FROM CONTOURS & FIRM. April 4, 1996 (CER~A TIONS ADDED1 /PECONIC ~I.I~t,~YORS~ 1531) ~'6§ - §0~0 FAX (631! 755 - 1797 P. O. BOX 909 1230 TRAVELER STREET $OUTHOLD~ N.Y. 11971 ~VISIONS: WEST ELEVATION SCALE: 1/8" = l' EXISTING WEST ELEVATION SCALE: 1/8" = 1' ~u/~ SOUTH ELEVATION SCALE; 1/8": 1' EXISTING SOUTH ELEVATION SCALE: 1/8" = 1' mm F_A~T ELEVATION SCALE: 1~8" = ~' EXISTING EAST ELEVATION SCALE: 1/8" REVISIONS: I OPROJECT NORTH 1ST. FLOOR PLAN SCALE: 1/8" = 1' REVISIONS: -- REVISIONS: \, / \/ .~x, / .... \, / \ .! OPRO.1ECT NORTH 2ND. FLOOR PLAN F~.ALE: 1/8" = 1' ~~ . , . . ~ ~ SCALE: ~/4"= ~, RETAIN STOBM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN GODB A~ROVED A8 NOTED FEE' ~/%~ FOLLO~NG INSPECTIONS: 1. FOUNDATION- ~ ~ STRAPPING, ELECTRICAL ....... ~, ~ -- _ _ ~ 3, I~U~TI~ -- 4, FINAL · CONSTRUCTION & E~CT"IOAL ALL CON~CTION 8~ ME~ ::: REOUIREUENT8 OF THE CODES ~ NEW YORK STATE, NOT EE~flSlBLE DESIGN OE CONSTR~TION _~ USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL EXISTING WEST Ek[VATIO~ SCALE: 1/4" = 1' m SOUTH ELEVATZON EXISTING SOUTH ELEVATION SCALE: 1/4" 1' EAST ELEVATION SCALE: 1/4" = 1, I _ _~_ _ EXISTI~ EAST ELEVATION SCALE: 1/4" = 1' ~ 12' 3" ~', / ~ / f EX. FOU~ DAT[ON l ~ SCALE: 1/4 ....... ........ , ¢,, ~ I -2 EX. SCREENED PO~CH :~ 8 -0 ~ ¢ ~ EX.. LIVING ROOM REP~CE HEADE~ S;CALE: 1/4" = 1' " ~ :":: ~PROJE~ NORTH IST. FLOOR P~N SCALE: 1/4" = 1' A-4 CRICKDI DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE REMOVE EXISTING LOWER TYPICAL DOOR OPENING 4,, TYP L WIND W IN (LESS THAN 'N-O×BuO'' OPENING) LI 4,, ADJU~T EOFEITE T~ ~ MATCH EXIETING EXISTING LIVING ROOM (GRADE) SECTION A-A SCALE: 1/4"= 1' RESc',hec'A',S. ottwars Version .4~.4..2 Compliance Certificate S~: 1~I~ ~ I~G SCRE~.~f, ~TITH ~^SHE~S AT EACH P.A~EP~ ~/ORN DAY' COVER VJITH HEAVV'DUI~ TARP UNTIL ALL ROOFING IEco~PLEFE. ~--~ ...... ~ ~-- ~--'----'* "1'' --.~-- --~ PRO]E NORTH W~TM ROO~ AND S[DE WAL~ CYmCAL). ~pICAL HU~IP~,OPENINGS (MORE THAN 4 -OXB -0 OPENING) WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL AS PER TABLE 1609.1.4, N,Y.S. R~. CODE: ALTERNATE FOR OPENING PROTE~ON (IF NOT USING IMPA~ G~ING) CONS~U~ON CODE), ~ IS NOT A SUB~UTION ~R D~IGN-PR~SURE, A~ OPENINGS NU~ HAVE DESIGN-PRESSURE UPG~DES WHERE ADP LICABLE, ~ .......................................... ~ GENERAL CONTRACTOR TO COORDINATE MEETING L~ITH O'~N El~ FOR APPROVAL OF ALL A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 3N ALL OPENINGS ~ ~ ~ ~ ,,,' PROVIDE HEMMED EDGE AT OPENIRGS OF V* iNCH IN DIMENSION. J ~ , RAF~R RIDGE CAP OF SAMEi MATERIAL [ = : TOP PLATE GIRDER/HEADER TYP, 'ONO, FOMBBATIO' 6 MIL, POLY ' ' ' ~~ ~ ~ ' * ROOF JACK I CONS SLAB ~ ,.,':;. ES OF WOOD ~ ,, , . .' . .' ~ SmEL BEAM TO ALLOW FOR SHRINKAGE 12" ~ ~ ,¢ ~ ~ ~ -" '~ ~NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ~ ' & ~ ¢ ~ ~ SUBFLOOR MiN+ [i ¢' ' ~ %~RE:INFORCIN6 ~AR t ~ ~ SNEET METAL / 50~ FELT UBDER BEAM AT POINT - ' ')' d.*¢.' U~ STEEL BEAM ~'e "] SHINS TO LEVEL BEAU ,YPICAL CONS, MONOLITHIC FOUNDATION. REINFORCE WITH (2)¢4 REINFORCrNG BARS THICKEN SLABS BENEATH BEARING WALLS AND ~OLUMNS. KING STUDS RAFTER WALL STUD ~' , '; BOTTOM PLATE ' HEADER LEDGER 0 / '~%~ ~% DOUBLERATRTUBjoIST SIDEWALL~~ J· RAFTER 0 FLOOR JSP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST, ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATB / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CoIWqECT TO 1 SIDE OF ALL CORNERS ON LOCAIION JSP NUMBER DESCRIPTION APPLICATION .OCATION JRP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH DOT, PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS, UNDER WALL ANCHOR PLATES OF 1ST, FLOOR, CONRECT P~ROUBH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA2l 1 1/4"x2A" 2DCa STRAP APPLY OVER RIDGE TO EACH RAFTEF 2xS-2x8 LS2S 8ga SLOPE MANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST ROT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W~ THREADED ROD. ALL OPENINGS RT5 OR RT7 TYBOWN ANCFIOR APPLY ~FO EACH CRIPPLE STUD 2XlO LS210 8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ¢24"0C RAFTERS MAiNTAiTNi0 -% ~.., VENTILATION SHALL BE COVERED WITH CORROSION- OS ~ ~--CODTIN SiCREENED VENT RESISTANT METAL MESH WITH MESH FIT' / EXT. PLYWOOD FOUNDATION 5/8" DIA ANCHOR BOL" ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72" OC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 2 STORIES 56" OC HALL BOTTOM PLATE TO FOUNDA~ON (SLAB-ON-GRADE] 1-2 STORIES 57" OC CRICKET AT TOP-SIDE OF VENTILATION CHANNEL SILL PLATE(S) _(.~ W~ALL SHEATHING FOUNDATION ' 0 ' ' "' ' · ~' ' ' *" ' " ,'/"~'/ ¢'" FIrNISH WALL AND MOISTURE TOP PLATE BLOCKING ~ B/ARRIER TO LAP FLASHING STAPPIBB TO DE ATTACHED TO WALL STUDS @4G"OC AlT WALL -- MAINTAIB GAP AND ALL WINDOW/DOOR OPENING JACK STUDS .~ /~ / BETWEEN WALL FINISH AND :LOOR JOIST OEP~ USP NUMBER DESCRIPTION APPLICATION ~, / '. ~.~/ ROOFING TO AVOID SOAKING WALL STUB 0 N WOOD GIRDER 4" 8" LSTA24 1-1/4"x2A" 20ga, STRAP AND JACK STUDS · 3N ALL OPENINBS ~ ~ / //~'-*~. ,,,' PROVIDE HEMMED EDGE AT OPENIRGS OF V* INCH IN DIMENSION. INSTALL 4'0" O.C AMD SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITEB EAVE 8" - 14" LSTASO 1-1/4"xGO" 18go. STRAP AND JACK STUDS .~ /~ / /./ '- '-~' GAP TO PREVENT CAPILLARY A" 6" RAFTER RTIO 10-3/4" x 1BOa, TYDOWN ANCHOR CONNECT TO 3N ALL OPENINGS ~' ~. ~ ./~... -;,.'~ ACTION EACH RAFTEF PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ,¢"/ ~ // ~'"'~ ROOF VENTILATION / OVER BEARING WALLS AND HEADERS SOFFITED SAVE DETAIL 14" 1S" LSTA~6 1-1/4"xGB" 18Od, STRAP AND JACK STUDS - 12" RAFTER RT20 21-1/8" x 20~, TYDOWN ANCHOR CONNECT TO ~ EACH RAFTEF 3R ALL OPENINGS 2ND FLOOR WALL · I I RAFTER ' ~ , RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH ¥/ENT I "--4 CONC, SLAB GASKET .-'-' ',, , ]J ! / 2X8 /2X8 CONTINUOUS WOOD PLATE / /~. ~,¢¢"~,,~ J '/// FOR BLOCKOUT 12" ~ ~ ,¥ ;~ ~,~t~ ~ -' '~ '~NOTCFI BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ~J] ' ~' ~ ~' ~*t~ ~ SUBFLOOR BRAIN TILE '2 ~ - -- SFIEET METAL / SO# FELT UBDEB BEAM AT POINT STEEL BEAM 12" REINFORCE FOOTING WITH (2) #4 REINFORCING ,BARS. ~'.':M '~4, --~OF CONTACT W]]~-I CONCRETE OR cone. BLOCK-- SHINS TO LEVEL BEAM G : X: x O" -'S JIND FRAMING NOTES NAILING SCHEDULE INYSCODE:2010EDIT'ONI PLAN CONTENTS: ' ' ' 1). RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION Rg RESIDENTIAL 1-1/4" x 20 ~u~e strnp shall be attached to each pnir of r~ffers [n accordance to ~BbJ~ ].4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL D~LLING ~hen a co~lar tie is u~ed in leu of a ridge strap, the number of 10d common nails required Q~. SPACING CON STRUCTION NOTES: ~, each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' ~ALL: 3-8d COMMON EACH BUILDING HEIGHT (SE~ TOPPLATE IO'~ALL:4-adCOMMON ~FTER TOE-NAiL J TOTAL SQ. ~, OF CONSTRUCTION ~SEE P~N~) ]). The information within [ht~ set of construction document~ i~ related to basic design 2). RAFT~R-TO-~ALL ~JEMBLY: CE[UNG JOl~ 8' ~ALL: 3-8d COMMON EACH intent and framing details. They are intended a~ a construction aid, not a ~ubstitute Lateral framing and shear wall connect[on~ for rafter, ceiiin~ or truss to top plate shall be in ~ TO TOP P~TE 10' ~ALL: 4-8d COMMON JOIST TOE-NAiL for ~enerally accepted good building practice and compliance with current New York accordance to table 3.3. ~hen a rafter or tru~ do not fail in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.C. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor [s responsible for providing standard or trusses shah be attached to the wall top plate and the wall top plate ~hall be a~ached to ' CEILING JOIST TO AS P~R TA~L~ 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HiGH ~[ND EDITION, ~OOD FRAME CON,RUCTION MANUAL construction de/ail~ and procedure~ to ensure a professionally finished, structurally the to the wall stud with uplift connection~. Roofs overhanging the rake side of the building PARALLEL RAFTER ~FCM -SBC ~P NAIL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOl~ ~PS AS P[R TABLE 3.7 EACH FACE FRAMING ELEMENTS A~ PER FLOOR P~NS, CROS~ SECT[ON AND GENE~L NOTE5 OVER PARTITION ~FCM -SBC LAP NAIL EXT. BALCONIE~ 60 2), The General Contra~or [s responsible for ensuring that all work and construction 3). ~ALL-TO-~ALL ASS[MBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal state, county and Ioca] codes, ordinances and regulations, etc, Wall ~tuds above and studs below a floor level shall be a~ached with uplift connections in TO ~FTER ~FCM -SBC END NAIL A~ICS w/o ~ORAGE 1 These codes are to be considered as pa~ of the specifications for this buildin~ and accordance with table 3.3b. ~hen wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. ~tuds shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE A~[C~ w/STORAGE 20 accordance with table 3.3. TO RA~ER 2 - 8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNO~ LOAD) 20 3). D[mension~ shall take precedent over ~caled drawings. RIM BOARD 2 ~ 16d COMMON EACH END (LIVE LOADS P~F) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4), ~ALL ~$EMBLY TO FOUNDATION: TO RAFTER END NAIL First wall stud~ shal~ be conne~ed to the foundation, sill pbte, or bottom plate with uplift ROOMS (~LEEP[NG) 30 4). The designer has not been engaged for construction superb[on and assumes no conne~ors. ~tee~ straps shall have a minimum embedment of 7 inches in concreteWALLFRAMING: ~A~S responsibility for construe[on coordinatJn~ with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in mason~ block foundations, or lapped under NAIL NAIL GAURDRAILS (ANY DIRECTION) 200 construcgon means, methods, techniques, sequences, or procedures, or for safety the plate and nailed Jn accordance with table 3,3b. ~hen steel straps are lapped under the JOINT DESCRIPTION Q~, SPACING NOTES precautions and programs in connection with the work, There are no warranties for a bosom plate, 3 inch square washes shall be u~ed wffh the anchor bolts. Anchor bolt i TOP P~TE TO PER FACE NAiL EXPOSURE CATAGORY (D~JlGNED FOR CAT specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, , 2 - 16d COMMO~ LOAD PATH SEE CONSTRUCTION AND~IND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ' TOP P~TE FOOT SEE NOTE: 1 3). Refer to the ~indow ~nd Door ~chedule for exterior openings, corners, TOP P~TES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAG~ & GENE~L NOTE PAGE iNTERSECTIONS 4 - 16d COMMO~ fA. SIDE NAIL NAILING SCHEDULE SEE GENE~L NOTE PAGE 24" FACE EGRESS SEE FLOOR P~NS AND ~INDO~ SCHEDULE 6). The General Contractor is to ensure that mason~ or prefabracted fireplaces meets 5). ~PE I EXTERIOR ~HEARWALL CONNECTIONS: STUD TO 2.16d COMMO~ I ~ ~ym.: or exceeds manufacture's specifications and applicable codes. Type I exterior shear wai[~ with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL FIRE PROTECTION attached with 8d common nail~ at 6" o.c~ at the panel edges and 12" o,c. in the fie[d, and 16. O.C. FAC~ (SMOKE & CO2 DETeCTOr) ~ SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch ~psum wallboard on the interior attached with 3d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON ALONG EDGES NAIL such as bookca~e~, ~helving, pant~, closets, trims, etc. ed~e~ and 10" o.c. [n the fie[d shall be in accordance with the length requirement~ specified HEADER in table 3.15a-b, TOP OR BOSOM 2 - 16d COMMON PER 2x4 STUD ~ND TRUSS DESIGN N/A - ~ANDARD ~iCK FRAME CON,RUCTION 8). ~[nd load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA , Type I[ exterior shea~al~s shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOlt, BAND JOl~, 2 - ]6d COMMON FOOT SEE NOTE: [ length adjustment factors in table 3A6. END JOIST OR BLOCKING GROUND ~IND SEISMIC FROST ~INTER ICESHIELD ]). The Genera[ Contractor and Mason to review plans, elevations, d~ail~ and note~ to i determine intended height, of fin[shed floor(,) above Wpical grade. 7). INTERIOR SHEAR~ALL CONNECTIONS:FLOOR FRAMING:SNOW SPEED DESIGN ~EATHERING LINE TERMITE DECAY DESIGN UNDER~YMENT FLOOD HAZARD~ LOAD (MPH) CATEGORY DE~H TEMP. REQUIRED Allowable Cdewa[I len~h~ provided in table 3.14 shall be permitted to be increased when NAIL NAiL 2). AIl footings to rest on undi~urbed {virgin) soil interior ~hearwalls are used. ~heathing and connections shall be in accordance with JOINT D[SCR]~TION Q~. SPACING NOTES 20 LBS. 120 B S~ERE 3 FT. MODERATE ~LIGHT TO 11 NONE 2.4.4.2 and 2.2.4 respectively. PER TOE TO HEAVY MODERATE 3). Provide 1/2" expansion joint material baleen concrete flabs and abutting JOl~ TO: 4 - 8d COMMON co,crete or maso~ walls occ~ring i~ exterior or unheated i~terior areas.8). CO,,EC [O, *.OU,U X EmO. LL TO. ROOF SHEATHING REQUIREMENTS FOR WIN D LOADS: EACH TOE Header an~or girder connections shall be a~ached with uplt~ connections in accordance BRIDGING 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. ~indow sill plates shah be have steel connectors in accordance with table TO JOIST END NAiL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with ~5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation, 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be TO JOl~ 2 - 8d COMMON END NAiL 4' PERIM~ER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, interior slabs 9). CATHEDRAL CEILING ASSEMBLY: EACH TOE INTERtOR ZONE 8d COMMON ~ 6" O.C 8d COMMON to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with ~here a ridge is to be used as a stru~ural beam, the ra~ers s~all either be notched and BLOCKING TO: 3 - 16d COMMO~ BLOCK NAiL I NOTE: 2 FOR PANEL FIELD 6" maximum lift, (layer,). anchored on ,op of the beam or ,lope connectors shall be a~ached to each ta~er-to-,id~e SILL OR TOP PLATE along the open ceilin~ part of the building, ConnectJons to t~e ridge and waB shall be be LEDGER 5TRI~ EACH FACE GABL~ END,ALL ~KE AND ~KE TRUSS 8d COMMON ~ 4" O.C 8d COMMON 6), Crawl spaces to be provided with a minimum 18"x24" access opening, lnCall one attached with the above requirements, TO B~ 3 - 16d COMMOK JOl~ NAIL 8X16 cast iron foundation vent for eve~ 150 sq. ff. of area.NOTES PER TOE DECK AND COVERED PORCH NOTES: JO STO,L. E. JO ST NA, 7), Dampproof exterior of foundation with bituminous coo/in8 as required by curren~ TO BEAM THES~ NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED JN 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 ACC pressure treated lumber. BAND JOIST 3 - 16d COMMOF JOI~T NAIL the below grade po~ion of exterior walb prior to backfilling. All f~steners, hangers and anchors to be galvin[zed or stainless steel TO JOl~ ]). For roof sheathing within 4 feet of the perimeter edge of the ~of, including 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be u~ed. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2)- Girders for deck joist~ to be bolted to each post with washers and nut~.fiLLBANDoR TopJOI~TpLATETO: 2 - 16d COMMOh FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. FRAMING NOTESintoVZ x 7" ...ho. ..d ROOF SHEA' 'HI qG:Fo, framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o,c. NAIL NAIL J I). AB framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supposing girders shall be anchored to a 12"xlZ"x12" thick concrete footing. JOINT DESCRI~ION OW. SPACING 3). Tabulated 4 inch o.c. nail spacin~ assumes sheathing to rafter / truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a mimmum 1/2" din x 8" long anchor bolt with washer~ and nuts. Footings Shall be 3 ft. AJ PER TABLE 3.8 framing members with 0,42<6< 0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood materml to be ~2 + BTR. below grade. Porches with covered roofs ~hali have 12" dia. concrete pier~ for the girders. STRUCTU~L PANEL 8d WFCM- SBC WALL $H EATHIN GREQUIREMENTS FOR WIN D LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c,. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and r~ffer~ to be spaced ~t 16 inches o,c, unless noted 5). A minimum of 10 inch fiashin~ ~ha[[ be in~t~lled between the building and ledger, JOINT DESCRIPTION NAIL NAiL AT PANEL EDGE~ SUPPORTS IN THE PANEL FIELD other[se. Ledger to be f~stened to building with 1/2" dia, bors with wa~shers and nuts Q~, SPACING 4' EDGE ZONE Bd COMMON ~ 6" O,C 8d COMMON ~ 12" O.C. SEE NOTE~: where needed. GYPSUM I T' O.C. EDGE NOTE: 2 FOR PANEL HELD to + TR. O.C. ZON COM O ma" O.C COM O m O.C. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6), Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on .ach side of WALL SHEATHING: NOTES openings. Bearing w~ll window sills sh~ll also have (2) window sill plates for 2x4 wal1 7). All joists to be supported with h~ngers and anchors. Each Joist shall also be anchored NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings be~een 4'1 and 6'0 ~nd 2x6 wall openings between 5'11 ~nd 8'9. Provide fire to girder(s). JOINT DESCRIPTION Q~. SPACING and blocking where apphcable, B). Covered Roofs shall be ~ssembled and anchored the s~mm m~nner as a ~pical building, ~RUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wail ~heathin~ within 4 f?eet of the corners, the 4 foot edge zone a~achment requirements ~hall 5). All flush beams/header~ to be installed with heavy duty galvin[zed hangers ~nd PANEL5 ~FCM -SBC be used. anchor, where applicable to all connecting joists, PLUMBING NOT]ES ~/~,, OSB 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o,c. nail ,paci,~ assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor ]oi~ and under bathtub 1). All water supply, drainage and venting to be installed as p~er N.Y.S. Residential PL~OOD ' 7" O.C. EDGE G>0.49. For fra~i~g members 'with 0.42<G<, the nail spacings shall be reduced to 6 inches o,c, Floors to have ceramic tile in,tailed shall be verified for proper load capacity unless noted Construe[on Code. GYPSUM 5d COOLERS ~ALLBOARD 10" O.C. FIELD on plans. 3). For exterior panel siding, galvin[zed box nails shall be permitted to be substituted for common nails. 7), Provide 2-1.3/4" thick microlams ( height to match floor joists) around stai~ell and/c · 2). Verify septic system with the Engineer for Suffolk County 'Health Depa~ment approval. FLOOR SHEATHIN G: NOTE: other access openings unless otherwise noted (~pical), 3). if wall fluds, plates or joists are cut out during installation for a,y plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE ~OIL TEST TO VERIFY 8). Dormers running up roof ra~ers are ~o be supposed by double rafters on either side provide adequate bracing and plates to protect and secure the stru~ure, Vefi~ with the Q~. SPACING state code and m~nufacture's recommendation for maximum hole dze and spacJn~ permi~ed. ~RUCTURAL PANELS 6" O.C. EDGE : EXISTING CONDITIONS. MINIMUM 3000~ CAPACI~. where applicable unless othe~be noted. Bd COMMOF 12" O.C. FIELD 9). Provide blocldn~bridgin~in floor]oists at B~00.c.. Use solid blockin~in floorjoists HVAC SYSTEM NO'TES P' L SS under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to ~[I applicable codes and safety NOTES: ,)- USE SlMPSONI HANGE~ AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTA~ WITH ACC 3). IN,ALL 1 - CT2 DETECTOR JN AODiT[ON TO SMOKE A~RM~ PER FLOOR. requirements. 10). Provide insulation baffles at eave vents b~ween rafters. InJtaJ[ draft blockJng a~ THESE NOTE5 ARE ONLY TO BE REFERRED TO IF needed, 2). HVAC subcontractor is to fully coordinate al1 system data and requirement~ with the MENTIONED ]N SCHEDULE NOTES ONLY, 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick. 4-ply Fir equipment supplier. 1). Nailing requirement~ are ba~ed on wall sheathJng ,~ required by cu~ent NY5J Re,Meat[al C~de - EIREBLOCKING ~EQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawiin~ and submit it to the Genera[ nailed 6" on.center at the panel edge. If wall sheathing Fkebtocking ~hamm be provided to cut off zJl co~ceaJe~ draft ~pmnJng~/both vertlci] and horizontal) Contractor and owner for final review and approval, is nailed 3" on.center at the pane[ edge to obtain hi~her and ~o [o~ an ~ffeC~lVe fi~ b~rrler be~n ~orles, and baleen ~ top ~to~ and ~h~ roof sp~ce. adhered with PL400 adhesive and ,crewed to floor joists. Finished floor to be installed ELECTRICAL NOTES: member, ,hall be doubled, or alternate connectors, ,). In co,c,~,,d ,p,ce, of ,vd wall, ,nd pardt[o,,, including furred spat.,, .t the ceiling and 13), All bathroom walls to have 1/2" thick moisture-resistant sheetrock, Garage wails and 2), When wall sheathing is continuous over connected to have regular 1/2" sheetrock, AI~ walls to be taped and finished. 3), install ~moke detectors and Carbon Monoxide detectors ~throughout as required by current to be reduced to1 - 16d nail per foot.3), In can~ealed ~paces baleen ~mr strm~ers ~t the lap and bosom of the ~. Enclosed ~p~ces : beinstalledwithafoamsfllgasketandcop'r*texterm[teshieldorappr°vedequah NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTERTO 8"¢ZALL: 3-8d COMMON EACH TOE-NAiL TOP PLATE 10"~ALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-ad COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-Vd COMMON JOIST CEILING JOIST TO AS PER TAgLE 3.7 EACH FACE PARALLEL RAFTER ~dFCM -SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION ~X/FCM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER ~,/FCM -SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUiLDiNG HEIGHT (SEE PLANS) TOTAL SQ. FT, OF CONSTRUCTION ISEE PLANS) PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 ~TA1RS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOR CAT C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETFCTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL JOINT DESCRIPTION NOTES QTY, SPACING TOP PLATE TO PER FACE NAIL 2 - 16d COMMOi' TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMOf iNTERSECTIONS fA. SIDE NAIL STUD TO 24" FACE 2 · 16d COMMOi' STUD O.C. NAIL HEADER TO 16" O.C. FACE 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOiST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN ~/EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS iN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON (~ 6" O.C 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTES: 1 ( BOTH PIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.C 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 NAIL NAiL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: 3 - 16d COMMOh EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMOh JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - gd COMMON JOIST NAIL BAND JOIST PER END 3 - 16d COMMOh TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMOh PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: ROOF SHEA"HI NAIL NAIL JOINT DESCRiPTION QTY, SPACING AS PER TABLE 3.8 STRUCTURAL PANEL 8d '042FCM -SBC NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE gd COMMON ~ 6" O.C 8d COMMON ~ 12" O.C, SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL HELD INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON @ 12" O.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM -SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLY~VOOD 6" O.C. FIELD GYPSUM 7" O.C. EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD