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34315-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34772 I~mte: 12/29/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1125 WEST COVE RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax~4ap No. 473889 Section 111 Block 3 Lot 14 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in t~is office dated OCTOBER 22, 2008 purs,,a-t to which Building Pexmit No. 34315-Z dated NOVEMBER 21, 2008 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 ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH, SECOND STORY BALCONIES AS APPLIED FOR PER ZBA ~5844, DATED 4/13/06. The certificate is issued to CARL JUUL-NIELSEN & PATRICIA CADAVID ( OWNER ) of the aforesaid building. SuFMOLK COUI~T"f DEPARTMENT OF ~IEALTH APPRO~-AL R10-08-0046 11/02/09 ELR~-r~IC~L ~TIFICA~ NO. 34315 11/12/10 ~ERS ~TIFICATION DA'r~u 11/19/10 J ZEE'S PLUMBING & HEAT Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34315 Z Date NOVEMBER 21, 2008 Permission is hereby granted to: C JUUL-NIELSEN & P CAJDAVID 1125 W. COVE RD CUTCHOGUE,NY 11935 for : RECONSTRUCTION OF AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION #6168 at premises located at County Tax Map No. 473889 Section 111 pursuant to application dated OCTOBER Building Inspector to expire on MAY 1125 WEST COVE RD CUTCHOGUE Block 0003 Lot No. 014 22, 2008 and approved by the 21, 2010. Fee $ 1,887.20 -- A6thorized- Signature ORIGINAL Rev. 5/8/02 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 °f pr°perty with accurate location of all buildings, pyoperty 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 Pl.a~ing 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: I. 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 flew Construction: L/// Old or Pre-existing Building: Date. L°cationofProperty: \\~'- ~ ~2>NI'.a__.., ~.~Q, ... Suffolk County Tax Map No i000, Section SubdixS~ion Permit No.. ~ >) ( ~ Health Dept. Approval: "Plarming Board Approval: Date of Permit. (check one) Filed Map. Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one Applicant Sign~tu: Town llall Annex 5{375 Main Road P.O. Box 117!} Southold, NY 11971-09.59 Tclcphonc (631) 76,5-1802 FrLx (631) 765-9502 ro.qer, richert~town.southold.n¥.us BUll,DIN(; DEPAI/TMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Carl JuuI-Nielsen Address: 1125 West Cove Rd City: Cutchogue St: NY Zip: 11925 [~uilding Permit #: 34315 Section: 111 Block: 3 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: FourWinds Electric LicenseNo: 4775-me SITE DETAILS Office Use Only Residential ~ Indoor [~ Basement ~ Service Only [~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~ Wall Fixtures 3, Recessed Fixtures ~ Fluorescent Fixture ~.~ Emergency Fixtures[.~ Exit Fixtures L.-.- HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS 200a underground service, smoke/carbon comb-3, elec oven-l, paddle fans-3 exhaust fans-4, widpool bath-1 ,arc fault circuit breakers-4, GFCI circuit breaker-1 Notes: Inspector Signature: Date: Nov 12 2010 81-Cert Electrical Compliance Form Town Hall, ~ Main Road P. O. Box 1179 Soulhold, New Yolk 1 ! 971 DEC - 1 : BLDG. OEPIFm((516) 765- TOWN O[ S~lO~l~on~ 15161 1823 65-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION DATE: /{// ~'] //D Building Permit No. (please print} (please print) I certify that the solder used in the water supply system contains lees than 2/10 of 1% lead. ersOSignature ) Sworn to before me this Notary Public, ~ CoUnty TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ~ STRAPPING L~/)~O UGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REu RKS: ~ ~ 9"~\C~'~ .~ · TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION ~.RRE RESISTANT PENETRATION REMARKS: DATE ~ ~,~ ~ o? TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. i~ INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~TION [ ] FRAMING ! STRAPPING [ ~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAd-,., ,ir INSPECTION [ ]FmEREmSTANTCONS'nUJC'flO. [ ]RREnEmS'rANTF'ENL:'m~'flON REMARKS: DATE INSPECTOR ~ii'l~, Ma~k K. Schwartz, AIA - ArcI~itect, PLLC Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 Southold Town Building Depa~tutent Main Road Southold, New York 11971 1125 West Cove Road Cutchogue, New York Building Permit # 34315 To Whom This May Concern: I have been on site during the construction phase and have inspected the foundation. To the best of my knowledge, the foundation work has been completed as per plans and meets or exceed NY$ code requirements. Please call this office if you have any questions or require additional information. Very ~ndy yours, Mark Schwartz JUL I 4 2009 BI. DG. DEPI. TOWN O~ SOOTHOLD Juul-NielsenFotmd.doc FO~DA~ON (2ND) ROUG~ F~G & PL~G STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 ' TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Examined Approved Disapproved a/c Expiration ~ /~j , 20/6) PERMIT NO. 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 Phone: Inspector -- 6~" ~ ~ ~L.~\ ', APPLICATION FOR BUILDING PERMIT r Z'L , ~ ~Z ~ ~ ~ INSTRUCTIONS ] [ a. ~~g?5~ completely filled ~ by t~ewriter or in i~ ~d sub~tted to ~e Build~g ~spector with 3 sets ofpl~,~~ ~1~ to scale. Fee according to schedOe. ~ ~bt pl~ showing location of lot ~d of buildings on presses, relationshp to adjoin~g premses or public s~eets or ~eas, and wate~ays. c. The work cover~ by t~s application my not be co~enced before issu~ce of Building Pemt. d. Upon approval of t~s application, the B~lding ~spector will issue a Building Pe~t to the applicant. Such a pemt shall be kept on the pre~ses available for inspection t~oughout the work. e. No buil~ng shall be occupied or used in whole or in pa~ for any p~ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. 5 Eveu buil~ng pemt shall expire if the work authorized has not co~enced wit~n 12 momhs a~er ~e date of issuance or ~s not been completed within 18 months from such date. If no zoning mendments or other re~lations affecting the prop~y have been enacted in ~e ~tehm, ~e Building ~spector may authorize, in writing, the extension of the p~t for ~ addition six months, ~erea~, a new pemt shall be required. ~PLICATION IS HE,BY M~E to the Buil~ng D~a~ment for the issu~ce of a Building Pe~t p~s~t to the Buil~g Zone Or~n~ce of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordin~ces or Re~lations, for the construction of buildings, ad~tio~, or alterations or for removal or demolition as herein~escfibed. The applicant a~ees to comply with ail applicable laws, ordinances, building code, housing code, ~d re~la~d to a~t authorized inspectors on presses ~d in b~lding for necess~ inspections. (Mailing addres~ of applic~t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises (ff~ff~/~L JUU&"A,tJ~'~--.~a.~ g ~?/~',¢,~ (As on the tax roll orllatesf deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) III Block 0.~ Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ 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. If business, commercial or mixed occu_pancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations 6radditions: Front Depth. Height Number of Stories . Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Sizeoflot:Fro~nt~ ~ '~'("J~ R~'fJ Rear ~ Depth Phone Phone No Phone No. Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ dr- O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES/['/ NO__ 13. Will lot be re-graded? YES NO/x~Will excess fill be removed from premises? YES__ 14. Names of Owner of premises J ~0 (.,-t01~'(,- l"~'~') A~ddre~s~s t:;~¢ / ¢> NameofArchitect ~. ff((Tt~,~,~.T ~_ Address Name of Contractor Address 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * 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. 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. STATE OF NEW YORK) /t.///~.~ dC ~~- ~ 'being d~y ~wom, deposes ~d says that (s)he is the applicant (Nme of individual si~ng contract) above named, :/~ CONNIE D. BUNCN N~ ~bllc.~ ~ N~ ~ (S)He is the ~ ~ ~ ~ ~ .. m .,,.. 0'~S0 (Con~act6r, Agent, Co~ora~ Officer, etc.) ~ qua ~f~ ~un~ ~ umm ss~0n E¢ r~ Apd114, 2~ ofs~d owner or owners, and is duly authorized to peffo~ or have peffomed the said work ~d to rake ~d file ~s application; that all statements contained in t~s application are tree to the best offs ~owledge and belief; ~d that the work will be perfomed in the maker set fo~h in the application filed therewith. Sworn to before me this ~ ~ ~ %"3~,,~ day of ~)~ 20t~ Notary Public FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 5, 2008 TO: Mark Schwartz (Juul-Nielsen) PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated April 10, 2008 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 1125 West Cove Road, Cutchogue, NY County Tax Map No. 1000 - Section 111 Block 3_ Lot 1~4 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling, on a non-conforming 27,906 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes a single side yard setback of 14.4 feet and a total side yard setback of 26.5 feet. The new construction will maintain those setbacks. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the degree of non-conformance. Pursuant to Article XXIII Section 200-124, non-conforming lots, measuring between 20,000 and 39,999 square feet in total size, require a minimmnl single side yard setback of 15 feet and a total side Yard setback of 35 feet. This otfl~l~ce of./Q~~/,iS/i~Lat~e~D~written ......... based on plans signed by Mark Schwartz dated 03/28/08. 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. ,.4 APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard E Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY I 1971 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 APRIL 13, 2006 ZBA Ref. No. 5844 - IRMA VOIGT Street & Locality: 1025 and 1125 West Cove Road, Cutchogue Zone District: R-40 Low-Density Residential RECEIVED /'~: ,JUN . Southold Tc, v:n Clerk CTM 111-3-t4 & 15 (combined/merged) FINDINGS OF FACT pROPERTY FACTS/DESCRIPTION: The applicant's property consists of approximately 59,400 square feet, referred to on the Suffolk County Tax Maps as ID Nos. 1000-111-3-15 and 14, and shown on the November 7, 1978 survey prepared by Roderick VanTuyl, P.C. with the following dimensions, commencing at the northerly lot line: 180' x 384.75' x 68.76' x 112.97' x 304.91 feet. The property is improved with a single-family, one- story frame house 9+/- feet from the easterly lot line and 52+/- feet from the southerly lot line along West Cove Road. The 1978 VanTuyl survey also shows the premises consists of Lots I and 2 on the Map of Alonzo Jersey, filed in the Suffolk County Clerk's Office as Map No. 763. .BASIS OF APPLICATION: Article II, Section 100-26, based on the Building Department's January 13, 2006 Notice of Disapproval, amended March 8, 2006, stating that County Tax Map Parcel Numbers 15 and 14 are merged pursuant to Zoning Code Section 100-25, which states: "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." The property is located in the R-40 Low-Density Residential Zone District, with a code {imitation of 40,000 square feet minimum lot size. ~: The Applicant requests a Waiver to unmerge properties that do not meet the zoning e 40,000 square foot minimum lot size requirement for each. The premises is currently approximately 59,400 square feet, and the applicant proposes an undersized lot consisting of approximately 30,500 square feet with 91.73 feet along West Cove Road (CTM 15), and the remaining area of approximately 28,100 square feet with 90 feel along West Cove Road (CTM 14) with the applicant's dwelling. ZONING CODE. SECTION 100-26: Under § 100-26-A, if a lot has merged, the Zoning Board of Appeals may waive the merger and recognize original Icl lines upon public hearing and upon finding that: (1) The waiver will not result in a significant increase in the density of the neighborhood. (2) The waiver would recognize a lot that is consistent with the size of lots in that neighborhood. 'Page 2 - April 13, 2006 · ~,ppl. No. 5844 - Irma Voigt CTM 111-3-14 and 15 (merged/combined) (3) The waiver will avoid economic hardship. (4) The netural details and character of the and character of the contours and slopes of the lot will not be significantly changed or altered in any manner, and there will not be a substantial filling of land affecting nearby environmental or flood areas. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 30, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: Grant of a waiver to unme e a/an area of 28 200+/- s uare feet from the exis#n 59 400+/- s uare foot lot size is not consistent wi~h lot in the nei hborh . A waiver would result in the creation of [wo nonconforming lots, the first with 28,200+/- square feet (CTM 14) and 30,500+/- square feet (CTM 15) - instead of a minimum of 40,000 square feet for this R-40 Low-Denslfy Residential District. The weatedy portion of the applicant's property (CTM 15) would also be nonconforming as to lot width with frontage of 91.73 feet along West Cove Road, and the easterly portion (CTM 14) w~uld be nonconforming as to lot width with frontage of 90 feet, instead of the code required 150 feet for each. There are lots in this residential development which meet or exceed the zoning requirement of 40,000 square feet (CTM 111-3-16, CTM 111-3-9; CTM 111-2-6; CTM 111-2-8.1; CTM 111-2-3,1. Othem that are less than 40,000 squa re feet are mainly improved with single-family dwellings. A single and separate search was prepared December 1, 2005 by Calharine J. King, for LandAmerica Commonwealth. The 2005 saamh shows John J. Johnstone conveying CTM 14 in 1978 to Irma and Emil Voigt Sr., who died on 7/22/1998; and conveying CTM 15 Irma Voigt on 3/8/1978. For at least seven years, the property was not held In single and separate ownership, remaining in the same name (or COmmon ownership) of Irma Voigt, since the passing of Emil Voigt Sr. in 1998. 2. Proof was not submitted to show that a waiver will avoid an economic hardship. It has been this Board's determination on numerous occasions in the past, that it is not sufficient for an applicant to satisfy the economic hardship requirement of the statute merely by submitting that the properties would be more valuable in an unmerged state rather than merged. This determination has been upheld by the Supreme Court and Appellate Division. In this instance, applicant has not offered any showing of hardship other than that found by this Board and the New York courts to be insufficient for a grant of waiver of merger. The property has been in common ownership with a merged area of 59,400+/. square feet since 1998 and continuously to the present date. The applicant has entered into two separate contracts of sale (with conditions) on January 11, 2006, to sel the westady and easterly portions of the foot parcel (CTM 14 and 15), after the properly had merged, applicant's 59,400+/- square Proof was not submitted lo show that a waiver will avoid an economic hardship. The applicant indicated that the property would become more valuable if the lot waiver were granted, but the record does not show that there is an economic hardship for the property to remain as one lot of 59,400~-/. square feet. Information was 'Page 3 -April 13, 2006 Appl. No, 5844 - Irma Voigt CTM 111-3-14 and 15 (merged/combined) submitted indicating that Mrs. Voigt wishes to sell the property (CTM 14 and 15) which will be mom valuable in an unmerged state rather than merged. The town's assessment records show that CTM 14 was sold for $79,000 in 1979; and CTM 15 was sold for $10,000, The applicant submitted Jnfom'lafion indicating that the taxes, paid for the 2004-2005 lax year, were $6,476.46 on the entire premises with a 6500 combined assessment value. Thera is no proof demonstrated in the record to show that the westerly portion of the applicant's property was maintained separately for purposes of building a new single-family dwelling. No application to an agency for building or other authorizat~on was filed by the owner(s) for over 10 years was offered. There also was no proof demonstrated to show the value of the property as exists w~th the merger to support applicant's claim of economic hardship. The applicant states that the estimated value of the prapert7 as exists is valued at $622,000, but that the property would become more valuable if sold under the contract of sale and if a waiver to unmerge were granted. Applicant is not obliged to sell when someone has a desire to u~merge the properties for the purpose of acquiring the vacant portion of the premises or to provide a benefit f~r increased income. 3. No evidence was submitted by applicant with recard to environmental imoacts and ~otential effects undor Section 100-26A14}. Neighboring adjacent lots are already developed and improved with dwellings. The Board is not willing to create additional future lots, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects..NSo, the lot nonconformities requested by applicant would create lots of sizes only meeting 25%, or less, of the cOde requirement of 40,000 square feet each, since one- acre zoning requirements in effect since the applicant's last purchase (in 1978 for CTM 14). Although there are several nonconforming lots in the area, there are also lots which meet or exceed the minimum 40,000 square foot requirement. The development consists mainly of Jots already developed with single-family dwellings in this neighboring area. To create (unmerge) additional lots that do not COnform to the zoning requirements and that have been merged for a ' . · · · conhnuous period oi' brae w~ll result m increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. The Board is not willing to create additional nonCOnforming lois for future, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. RESOLUTION/ACTION: On motion by Chairwoman Oliva, seconded by Member Weisman, it was RESOLVED, to DENY the requested Lot Waiver to unmerge CTM 111-3-14 from CTM 111-3-15. VOTE OF THE BOARD: AYES: Members Oliva (Chairwoman), Simon and Weisman. (Members GoehHnger and Dinizio abstained.) This Resolution was duly adoptS-0-2). Uif~D, Oliva, Chair~woman ¢5, /~, /06 Approved for Filing llov 05 2010 8.-SBFIM 11-05-10; !B:57 ; FOUR WIMDS ELECTRIC 8630258 S318S30~58 p.2 # 1/ 2 ~,O. I~ 117,9 mae r. rmhe~t t~F'a~g?s~rb~:~d, hq/, u~ Compeny Name: BUIi.f)IH[; DF. PA ItTMF~T TOWN OF 8OUTI'[OL]D APPLICATION FOR ELECTRICAL INSPECTION JOBSITE INFORMATION: (*Indicates required information) aNam~; 'Address: °Cross Street: *Phone No.: Permit No.: Tax Map Ol~b*ici; 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All Thai Apply) 'h Job marly for InspecOon: ~ you need a Temp Cer~ifioale: Temp Irdomaliofl (If needed} *Sendce Size: I Phase *New $el~ce.' Rt~oonnect Additional Information: 3Phase 100 Underground Lot: 150 200 300 350 400 Other Number of Meler$ Change of Service Overhead PAYMENT DUE WITH APPLICATION E-I~ua~t for I~lk~ Fom~, ~1 NO Rough tn ~ OWNER TOWN OF SOUTHOLD,~ ERTY RECORD CARD.~ ~,_,? LO'r ~ .~ FORMER OWNER VILLAGE N E W DISTRICT ACREAGE RES.~/~LAND SEAS.iMP. VL. TOTAL TYPE OF B SUB; FARM DATE , / ,s/x ~-/~ BUILDING CONDITION ~LDING Swampland Brushland Ho~se Plot Woodland Tillable, Tillable AGE NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value COMM. IND. CB. MISC. Est. Mkt. Value ~ ~ . J' Tillable FRONTAGE ON ROAD DOCK Extension /~ /M~. 0 . ~'~) Z ~i',~' 1'~. Walls ~ ~ ' ~1~,: Interior Finish ~tensi~ /~ ~ ~ - ~ ~ ~ ~ ~ File Place ~ Heat ~ - / / ~ , .~ ~/~' Pomh Roo~ 1st Flmr Breezeway Patio c ! Rooms 2nd FlOor Geroge ~e ~ ~ m ~ o o /~ ~ ~o O Driveway Dormer O.B. / LanuAmer ca Commonwealth Invoice Date: 12/20/2005 File Number: 0530479~. Phone: (631) 727-7760 Fax: (631) 727-7818 Customer #: 879 To: 3. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 From: Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 (631) 727-7760 Regarding: 1125 West Cove Road Nassau Point, NY 11935 Record Owner: Irma Voigt single & separate $402.00 $402.00 Total $402.00 Thank you! Commonwealth Land Title Znsurance Company 185 Old Country Road, Suite 2 Riverhead, NY 1190! Phone: (631) 727-7760 Fax: (631) 727-7818 r//~ LandAmerica Commonwealth Title No: RH05304791 Applicant: .1. Kevin iVlcLaughlin, Esq. Order Type: Informational CONFIRMATION Attorney for Buyer/Borrower ]. Kevin iVlcLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 Phone: 631-765-6085 Fax: 631-765-].856 Sales Rep: Robert Gaffga Date of Application: December 20, 200q Record Owner (per applicant): Irma Voigt Premises: 1125 West Cove Road, Nassau Point, NY ].1935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 014.000 County of': Suffolk T/O Southold TRANSACT[ON: Single 8, Separate Survey ~'nstructions and/or Additional Searches Ordered: WE ARE PLEASED TO CONF"AM YOUR APpLI'CA'I'ZON FOR TZTLE ExAMrNATZON AND ZNSURANCE. THE EXAMI'NAT[ON I'S NOW I'N PROGRESS. PLEASE CALL US WrTH ANY SPECI~AL ZNSTRUC'I'ZONS OR rF ANY CORRECT]IONS SHOULD BE MADE I'N THE I'NFORI~IATZON DETAi'LED HERE~'N. THANK YOU. IF THIS 1'S A REFI'NANCE Wi'TH1'N TEN (10) YEARSf You MAY BE ENTI'TLED TO A REDUCED PREM~'UM. CONTACT THI'S COMPANY I'MMEDi'ATELY FOR DETAI'LS Confirmation Page 1 of 1 Commonwealth Land Title [nsurance Company 185 Old Country Road~ Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 ~..~. LandAmerica Commonwealth Title No: RH0530479/. SINGLE AND SEPARATE SEARCH COMMONWEALTH LAND TZTLE [NSURANCE COMPANY DOES HEREBY CERTIFY TO: Town of Southold THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 03/08/78 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty Five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 1125 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: ll:L.O0, Block: 03.00, Lot(s): 014.000 County of: Suffolk T/O Southold Commonwealth Land Title Insurance Company Robert Gaffga Vice President Dated: December 1, 2005 Single and Separate Search Page 1 of 6 Title No: RH0530479! CHA'rN OF TTTLE FOR SUBIECT PREMTSES: 1000 - 111.00 - 03.00 - 014.000 DEED John J. Johnstone To Emil Voigt and irma Voigt Dated: 03/08/78 Rec': 03/13/79 Liber: 8595 Page: 67 Emil Voigt, Sr. died 07/22/98. Suffolk County Surrogate's Court File No. 585 P :].998. Last Deed of Record Commonwealth Land Title Insurance Company l~obert~a-ffg'~ ! //'/_4/' / Vice President v ~ Single and Separate Search Subscribed and Sworn to this ~.st day of December, 2005. Notary Public. ~' .-":w:~_,~.,,~%,,~ Title No: RH05304791 CHAIN OF TITLE PREMISES TO THE NORTH: 1000 - 111.00 - 03.00 - 007.000 DEED .loan E. Foote To .loan E. Foote and Char[es F. Foote Dated: 09/10/86 Rec': 10/23/86 Liber: 10152 Page: 168 DEED Charles F. Foote and .loan E. Foote To Kevin D. Foote Dated: 09/10/86 Rec': 10/23/86 Liber: 10152 Page: 170 DEED Kevin D. Foote To Sukru Ilgin Dated: 04/02/87 Rec': 04/10/87 Liber: 10291 Page: 286 Last Deed of Record Commonwealth Land Title Insurance Company Robe~tGaffga. //~/ 1 Vice President ~ ~ Single and Separate Search Subscribed and Sworn to this 1st day of December, 2005. Title NO: RH05304791 CHAIN OF TITLE FOR PREMISES TO THE SOUTH: "West Cove Road" Commonw/~ Land Titie~surance Company BY: Robert Gafga Vice President Single and Separate Search Subscribed and Sworn to this :~st day of December, 2005. N,~ ~ ,.,.~.~,<,,~ Title No: RHosa04791 CHATN OF TITLE FOR PREMTSES TO THE EAST: 1000 - 111.00 - 03.00 - 013.001 DEED Alita L. Martz To Marion M. McCall Dated: 07/14/72 Rec': 07/17/72 Liber: 7199 Page: 95 DEED Aimee Miller, as Executrix under the Last Will and Testament of Marion Miller McCall, a/k/a Marion M. Robinson To Sara Trefman Dated: 07/05/95 Rec': 07/12/95 Liber: 11732 Page: 809 Last Deed of Record Commonwealth Land Title Insu.gance Company Robert G¢~a' Vice President' Single and Separate Search Subscribed and Sworn to this tst day of December, 2005. Notary Public "'- : ~!~ ' '~'~ Title No: RH05304791 CHA][N OF T'rTLE FOR PREI~IISES TO THE WEST: 1000 - 111.00 - 03,00 - 015.000 DEED John Johnstone and Evelyn Johnstone, his wife To Trma Voigt Dated: 03/08/78 Rec': 03/13/79 Liber: 8595 Page: 73 Last Deed of Record Commonw~;~d Title Insurance Company Robert Gaffga. ~___~ Vice President Single and Separate Search Subscribed and Sworn to this 1st day of December, 2005. NotaP/ Public f::*:~r~: Commonwealth Land Title Tnsurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: [631) 727-7760 Fax: (631) 727-7818 LandAmerica Commonwealth Title No: RH05304792 Applicant: J. Kevin HcLaughlin, Esq. Order Type: Informational CONFIRMATTON Sales Rep: Robert Gaffga Date of Application: December 20, 2005 Attorney for Buyer/Borrower ]. Kevin HcLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P,O. Box 1210 Southold, NY 11971 Phone: 631-765-6085 Fax: 631-765-1856 Record Owner (per applicant): Irma Voigt Premises: 1025 West Cove Road, Nassau Point, NY :L1935 District: 1000, Section: 1].1.00, 13lock: 03.00, Lot(s): 0].5.000 County of: Suffolk T/O Southold TRANSACTTON: Single & Separate Survey Znstructions and/or Additional Searches Ordered: WE ARE PLEASED TO CONFZRM YOUR APPLZCATION FOR TZTLE EXAMINATTON AND INSURANCE. THE EXAMINATTON TS NOW TN PROGRESS. PLEASE CALL US WTTH ANY SPECZAL TNSTRUCTTONS OR TF ANY CORRECTIONS SHOULD BE MADE TN THE TNFORMAT~[ON DETAZLED HERETN. THANK YOU. TF TH[S TS A REFTNANCE WTTH]:N TEN (10) YEARS, YOU MAY BE ENTTTLED TO A REDUCED PREMIUM. CONTACT THTS COMPANY I'MMEDI'ATELY FOR DETAI'LS Confirmation Page i of 1 LandAmerica Commonwealth ]Invoice Date: 12/20/2005 File Number: 05304792 Phone: (631) 727-7760 Fax: (631) 727-7818 Customer #: 879 To: .1. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 From: Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 (631) 727-7760 Regarding: 1025 West Cove Road Nassau Point, NY 11935 Record Owner: Irma Voigt !'~'~ $402,00 $402.00 Single & Separate Total $402.00 Thank you! Commonwealth Land Title Tnsurance Company 185 Old Country Road~ Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 ~ LandAmerica Commonwealth Title No: RH05304792 STNGLE AND SEPARATE SEARCH TI~TLE NO: RH05304792 Effective Date: December 1, 2005 COMMONWEALTH LAND TTTLE TNSURANCE COMPANY DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD AND .1. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box :/.210 Southold~ NY 11971 THAT it has caused a ~earch to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 12/02/1982 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 1025 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 015.000 County of: Suffolk T/O Southold Commonwealth Land Title Insu.~ance Company_ Title Number; RH05304792 Dated: December ~, 2005 Page i of 6 TiUe No: RH05304~92 CHAZN OF TI'TLE FOR SUB3ECT PREMTSES Chain Of Title For Adjacent Premises District: 1000 Section: 111.00 Block: 03.00 Lot: 015.000 Grantor: John Johnstone and Evelyn Johnstone, his wife Grantee: Irma Voigt Dated: 3/8/:L978 Recorded: 03/13/1979 Liber: 8595 Page 73 LAST DEED OF RECORD Commonwealth Land Title Ins.~ance Company Vice President Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary Publi~: ,,~.: tr.,.( Title No: RH05304792 Chain Of Title For Adjacent Premises West District: 1000 Section: 111.00 Block: 03.00 Lot: 015.000 Grantor: Mae Enselberg as Executrix of the Last Will and Testament of Herman L. Enselberg, late of Queens County Grantee: KarlEnselberg Dated: 12/19/1967 Recorded: 02/06/1968 Liber: 6300 Page 423 LAST DEED OF RECORD Commonwealth Land Title Insurance Company BY: ,~~-~~'---"~ Robert Gaffga ~'~ / Vice President - ~ Single and Separate Soarch Subscribed and Sworn to this 27th day of December, 2005. Title No: RH05304792 Chain Of Title For Adjacent Premises South WEST COVE ROAD Commonwealth Land Title Insurance Company Vice President Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary Public ~,/~F;T,:K~: - Tit~e No: RH05304792 Chain Of Title For Adjacent Premises East District: 1000 Section: 111.00 Block: 03.00 Lot: 014.000 Grantor: John J. Johnstone Grantee: Emil Voigt and Irma Voigt, his wife Dated: 3/8/~.978 Recorded: 03/:~3/1979 Liber: 8595 Page 67 Emil Voigt, St., died 07/22/1998 (585 S ~.998) LAST DEED OF RECORD Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary Pu CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY BETWEEN IRMA VOIGT, as surviving tenant by the entirety, residing at 4970 Bainbridge Court, Libum, GA 30047 party of the first part, and CARL E. JUUL~NIELSEN and PATRICIA CADAVID, both residing at 95 Hunters Drive, Muttontown, NY 11791 pady of the second part, WITNESSETH, that the party of the first part, in consideration of TEN and no/100ths ($10.00) dollars paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate. lying and being in the SEESCHEDULE"A"ANNEXEDHERETO BEING AND INTENDED TO BE the same premises conveyed to Emil Voigt and Irma Voigt, his wife, by deed made by John J. Johnstone dated March 8, 1978 and recorded in the Suffolk County Clerk's Office on March 13, 1979 in Liber 8595 Page 67. Emil Voigt having died on July 22, 1998. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the )remises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the pady of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written, iN PRESENCE OF: IRMA VOIGT TO.__BE USED ONLY WHEN THE ACKNOWLEDGMENT iS MADE iN N~cVv ~ ur~r~ ,-,, ~, ~. State of New York, County of ss: On the day of in the year before me, the undersi9ned, personally appeared nail known to me or proved to me on the basis of pervo Y "~-*e to be the individua (s) whose name(s) is sattsfactory evlu~,,~, ' (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(les), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument, (signature and office of individual taking acknowledgment) ss: State of New York, County of On the day of in the year before me, the undersigned, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknow[edged to me that he/she/they executed the same in his/her/their capacity(les), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the indNidual(s) acted, executed the instrument. (signature and office of individual taking acknowledgment) TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE SS; State (or District of Columbia, Territory, or Foreign Country) of Georgia ~ Lf-'~ Hit) ~/~¢/L./~(~_.J~ in the year 2007 before me, the undersigned, personally appeared On the ~-~ day of is IRMA VOIGT ' personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(les), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument, and that such individual made such appearance before the undersigned in the (inset1 the City or other political subdivision) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS Title No. IRMA VOIGT TO CARL E. JUUL-NIELSEN and PATRICIA CADAVID S~ARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Distdbut. ed by Commonwealth COMMONWEALTH LAND TITLE INSURANCE COMPANY in Geo!~ia .... e'-,te or Country or other place the acknow[~d~_S taken) u: , '.. - (signatCe and oaiue of ~na~W~[l~ NOTARY PUBLIC ¢ ~' DISTRICT 1000 SECTION 111.00 BLOCK 03.00 LOT 014.000 cOUNTY OR TOWN · STREET ADDRESS Recorded at Request of COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO~_ __ JOEL JACOBSON, ESQ. P.O. Box 397, 36 Mirrielees Circle Great Neck, NY 110'21 Fidelity National Title Insurance Company 'rrrcE No. o*-*40~.507oysu~: A MENDED SCHEDULE A. 1 (Description) ALL that certain plot. piece or parcel of land, situate, lying and being at Nassau Point, Town of Southold, Count) of Suffolk and State of Ney. York, known and designated as and by the Lot No. 2 on a certain map entitled, "Revised Subdivi:~ion Property of Alonzo Jersey, being Plot 292, Nassau Point Club Properties, Inc., at Peconic. New York" made ;md completed April 21. 1980 by Otto W. Van Tuyl, Professional Engineer and Land Surveyor, filed in the Office of the County Clerk, Suffolk County, New York, April 28, 1930, file number 763, and which map was superseded made Ma3 9. 1')73, and fi!ed in said County Clerk's Office in File No. 640 bounded and described as follows: E£GINNi'NG at a point on the northerly side of West Cove Road distant 320 feet westerly from the cornet lan'ned by the intersection of the northerly side of West Cove Road and the westerly side of Old Cove Road; R L%SN[NG T.H1Ed';CE north 71 donees 38 minutes 00 seconds west along the northerly side of West Cove Road 90 feel; 'i FLENCE north 18 degrees 47 minutes 30 seconds east 318.46 feet; '!'H~NCE south 62 degrees 58 minutes 20 seconds cast 90,00 feet; THI~.NCE south 18 degrees 37 minutes 10 seconds west 304.91 feet to the northerly side of West Cove Road and the point c,' plac,: vf BEGINNING ['OCETF~;R with all rights and privileges, if any, of the party of the first part to use the 10 foot roadv.,ay extending from :he Northwest Loop to the bay, as shown on said Map, as a right of way to the beach. THE POLICY TO BE ISSUED under this Commitment will tttsure the title to such buildiags and improvements on the premises which FOR CONI EYANCING O,¥L Y' Together with all the right, title and interest of the part), of the fit ~t part, of itl ~and to the land ~,~ the street m hon: off a~,d adjoining satd premises MAY-ID-2010 1~:52 FROM:CARL JUUL-NIELNSEN 516D21~551 TO:lG~lT6~502 R.I~I May l9,2010 MAY 1 9 BLDG. DEPT, TOWN OF $OUTHOLD Town of Southold Building Department 54375 Rte. 25A Southold, NY 11971 Re: Permit # 343~ 5Z 1125 West Cove Rd. Cutchoguc, NY l ] 935 To Whom It May Concern: This is to request a six-month extension of the existing permit (referenced above). Thank you for your attention to this roquest. Sincerely, 'l'(Jxxn 1 Iai[ Annex 1375 Main Re,ad P.O. Box 1179 Soulhold, NY 11971-09.39 Telephone ((331) 7(3,5-! 802 F~Lx (63 [) 7(3,3 9,302 September 28, 2010 BI TILDING 1)ILPARTM1LNT TOWN OF SOUTHOLD Carl E JuuI-Nielsen 95 Hunters Drive Muttontown, NY 11791 % wHOM IT MAY CONC~RN~ The follomng items are needed to complete your Cedifimte of Occupancy: __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. __ A fee of ~'~$.00~Q..~ __ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 34315-Z new dwelling REScheck Software Version 4.1.4 Compliance Certificate Project Title: JuuI-Nielsen & Cadavid Report Date: 08/14/08 Data filename: C:~Documents and Seffings~Userfl~y Documents~AUTOCAD~vlKS~IUUL-NIELSEN & CADAVlD\Untitled.rck Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: 1125 West Cove Read Catchogue, NY 11935 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Owner/Agent: Cad JuukNlalsen 1125 West Cove Road Cutchegue, NY 11935 Designer/Contractor: Mark K. Schwartz P.O. Box 933 Cutchegue, NY 11935 · Compliance: 14.8% Better Than Code Maximum UA: 541 Your UA: 461 Ceiling 1: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16' o.c. Window 1: Vinyl Frame:Double Pane with Low-E Door 1: Solid Door 2: Glass Floor 1: All-Wood J~st/'rruse:Over Uncond~ Space 1246 30.0 0.0 42 3204 21.0 0.0 151 358 0.330 118 60 0.400 24 137 0.330 45 1852 21.0 0.0 81 The proposed building represented in this document is consistent w~th the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. VVhen a Registered Design Professional has stamped and signed this page, they am attesting that to the best of his/her , bstlaf,/~ ~Pl~.f~ssion~l Judgment, such Plans or specifications a~re in con, Ppllance with this Code- / Data Project Title: JuuI-Nlaisen & Cadavid Report date: 08/14/08 Data tileneme: C:\Documents and Settings\User, My Documents~AUTOCAD\MKSUUUL-NIELSEN & CADAVID\Untitled.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection Checklist Date: 08/14/08 Ceilings: ~1 Ceiling 1: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16' o.c., R-21.0 cavity insulation Comments:. Windows: W'mdow 1: Vinyl Frame:Doubfa Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panea Frame Type Comments: Thermal Break? Yes __ No [] Door 2: Glass, U-facb3r: 0.330 Comments: Floom: I-I Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Air Leakage: I-I Joints, penetrations, and all o~4er such openings in the beilding envelope that are sources of air leakage are sealed. [] Recessed lights am 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly wilh a 0.5" clearance from combustible matmials. If non-lC rated, fixtures ara installed with a 3" clearance from insulation. Vapor Re~arder: [] Installed on the warm-in-winter side of all non-vented flamed ceilings, walls, and floors. Mate~ials Identification: Duct Insulation: Duct Construction: [] All joints, seams, and connections ara securely fast~ned wibh w~lds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or Project TffJe: JuuI-Nielean & Cedavid Report date: 08/14/08 Data filename: C:\Documents and Settings\Use~Vly DOCUments~AUTOCAD\MKSUUUL-NIELSEN & CADAVID\Untitled.rck Page 2 of 4 Continuously welded and locking-type longitudinal joints and seams on ducts operating at lass than 2 in. w.g. (500 Pa). ~1 Ti~e HVAC system provides a means for balancing air and water systems. Temperature Controls: [~ Each dwelling unit has at least one thermostat capable o~ automatically adjusting the space temperature set point of the largest zone. Electric Systems: ~1 Separate elacbic meters exist fo~ each dwutling unit. Fireplaces: I-I Fireplaces are installed with fight fitting non-combusitbla fireplace doom. I-I Fireplaces have a soume of combustkm air, as required by the Fireplace construction pmvisio~s of the Building Code of New ¥o~ State, the Residential Code of New Yod< State or the New York City Building Code, as applicable. Service Water Heating: C1 Water haaters wit~ varitcal pipa risers have a haat lmp on both the i~lat and outlet unless the water baater has an intagral haat trep or is pert of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels In Tabla 1. Swimming Pools: [] All heated swimming pouts have an on/off heater switch and a cover unlass over 20% of the heating energy is from non-deplatabla sources. Pool pumps hav~ a time clock. Heating and Cooling Piping insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project 'l~tte: Juui-Nielsen & Cadavid Report date: 08/14/08 Data filsname: C:\D~cuments and Settings\User\My Documents~AUTOCAD~VlKS~JUUL-NIELSEN & CADAVID\Untifled.rck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thlckne~ In Inche~ by Pipe SIz~ Non-Circulating Rum ClrculMlng Mains and Runouts Heated Water Up to 1' Up to 1.25" 1.5' to 2.0' Over 2' Temgeratem (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4' Heating System~ Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Terapemtere 120-200 0.5 1.0 1.0 1.5 Steam Condensate (f~ feed water) Any 1.0 1.0 1.5 2.0 Coo#rig Symems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Bdne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Depertme~t Use Only) Prd~ect Title: JuuI-Nielsen & Cadavh:l Report date: 08114/08 Oata fllename: C:\Documents and Settings\User, My Documents~.~UTOCAD\MKS~IUUL-NIELSEN & CADAVID\Unfitled.rck Page 4 of 4 / ! / / / i i i i / /UNDEVELOPED / PROPERTY COV , WEST (NoJ~r~ .... E ROA .~ Esr Loop) SEPTIC TANK DEVELOPED PROPERTY SITE PLAN SCALE: 1" = 40'-0' TEST HOLE DATA SCTM~ 1000 - 111-03- ! 4 ~ COUNTY DEPARTMENT OF H,F_,aJ_TH SERVICE8 :., ~ FOR A??ROVAL'~k ~:~:q~rFr;UCT~OH FOR A REVISIONS: z 3" 8' DIA. X 8' VEEP LEACHING POOL 1 /. 38'-6" 74'-6~. IS, DIA. XS'DEEPLEACI-~NOPOOL2{ / sr-~" { m'-6 I / / BLDG. DEPT./ / / / / / / /UNITE',/ELOPE~D / P~O~E~T¥ / WEST COV, rv lds l. LOOp) ~,Ev'ELOPE~ PROPOSED SEPTIC SYSTEM DETAI ,, , : N.T.$. : : : :: - TE.GT HOLE ID4,T,4, SITE PLAN SCALE: 1" = 40'-0' SURVEY OF LOT 2 REVISED SUBDIVISION PROPERTY OF ALONZO JERSEY BEINC PLOT No. 282 OF NASSAU CLUB PROPERTIES, Inc. FILE No. 763 FILED APRIL 28, 1930 SITUATE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-111-05-14 SCALE 1"=20' OCTOBER 10, 2007 AREA = 27,906 sq. ff. 0.641 ac. NOTES: 1. ELEVATIONS ARE REFERENCED EXISTING ELEVATIONS ARE TO AN ASSUMED DATUM SHOWN THUS~ 5~rO CERTIFIED TO: FIDELITY NATIONAL TITLE CARL JUUL-NIELSEN PATRICIA CADAVID INSURANCE COMPANY OF NEW YORK N,Y,S, Lic, No. 50467 Nathan Taft Corw n III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 SURVEY OF LOT 2 R/T I?~'ED SUBDIW~%VON Pf~OPE~T¥ OP ALONZO JEf~EE¥ tBEIN~ PLOT No. 28,2 OF N,~,$EALI OLLIt3 F:'ROPE~TrEE, Ir]c. FrLE Nc,. 165 FILED A~RIL 28, 1950 N,AS~,~,U POINT TO[UN OF ~OU, TNOLD SUFFOLK COUNT"F, NE[U ¥Of~K TAX N~. $CAL~ 1%2o' ~ECE~'~ER 23, 2OO~ 5TA~E FOUN~,TION J~NIIA~:"F ]O, 200¢ LOC,~TE FOLIND,~TION NOTES: o% CERTIFIED TO= FIDELITY NATIONAL TITLE INEWRANDE COMPANT OF NBIJ YORK CARL JULIL-NrELEEN 80. O0' APR 2 2009 BLDG. DEP£ I§WN OF SOUIHOtB Nathan Tart Cortufn III Land 5urv~8or F EXIST. BASEMENT [~ II II w II II I-' I I EXIST. F I II ._1 L ~oNDATION PLAN RESchock Software Version 4.1.3 Compliance Certificate Pro)ecl Title. Jut~l-Nieisen & Cadavid / QRAT~ (~P,) ~EST CO E ~°** EXISTING 2 STORY RESIDENCE P~WCbb / / / / G PLOT PLAN 1"=20L0" REVISIONS 10/23/08 ~t/~8/08 0 ,,, LM DRAWN: JG SCALE: AS NOTED ]OB #: JUNE 27~ 2008 SHEET NUMBER'. BASEMENT J J Wt~ ~ 24 5~¢BL ~I~BR (9) 2~IOFEO il-m -I- T 9 / / / t / / /. / / [000,9¢ ¢ 16'/,I,5 / I I I I / I I I I I / / / I / I f I / I I / / / PATIO ,; NEW 2 STORY RESTDENCE # P~V~LL 81_DG DEPT -. 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UUL-NIELSEN & CADAVTD~JUUL-NIELSEN-NEW FOUNDATION SET dwg, ELEYA'£'IONS 1,12/15/2008 9:43:30 AM, 1 1 REVISIONS ] ~ ,~ ~1 ~ NEW I I ri I I ri I I I I I I I I I i I I I i Z 0 NORTH ELEVATION SECTION ~ z ~ O I 1/4"= 1'-0" 1/4"= 1'-0" ,,,,, I I~ IL I LI'I W II I' ' I , ,11 II ' : iLl * ' I I I I I I I] ~ I I I I I I I I I I , I ~ ] I ~ I I ~ I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I j__F I I EAST ELEVATION ~ 1/4"= 1'-0" ~ Tr- ,!Lli II[ ~L]L IrT Il-T~-TTC]F~'-T~-IfT I'~T'LJ[LI~ ILl[ 2LI~ -Bt REVISIONS 10/23/08 J~ RESchecA' So ftware Version 4,1,3 Compliance Certificate ¢¢*"~ I , '1 ' ~..~. ,'~!, [iI ~'/ , / ~, ~--~ ,, / I I / I ' '~ ' ' ..... ' .... f ...... ' ' ~- ,' ~ ; '~ .. ,~ /; , / / / /~' I . I r ~ ~ i /~ - 2" pc /; ~ I "1 I r ~M~ ~ n ] ' ~ " F~q . I 4 / / / / ! ~_X~ ~z I ~ ~ .... g~ ~--~ .... ,~.,,~ ~ , ',' ,' ~ ~ / Z ~ ~ ~, ~ n -~tY5 -~ I ' RETAIN STORM WATER RUNDFF DONOT"R ..... / /'~ / ' O ~ ~ ~ ~ I I ~ PURSUANT T0 CHAPTER 235 FR~ N~ UNtu ~.~ ..... ' / ~ J · .~ = I . . OF "~ ~unv=~ t ~ I ~ ~ , I ' I OF THE TOWN CODE. FQUN~TONLOCATtON / -// / ~ ~ / ' W2r ~ L=~, ~,-o,,~,-o,,,,,-o,, ~,:, ~(V~ ,r~l~q.~=.= ~ ~, ~ ~ ~. ~.,~E~ ',"t ,/ ," (~ ,~A ,/ ~Z~ z ~,:-~ .~-. -- / ,' ~ / X , ~/ ~ BASmENT ,x~,~)~ -~ ~ / ~ / ~ ~'~ USE 18 UNLAWFUL ,- ~ , , I~ O~OCOU~A~CY ,, ~ ~,,~,,~,~o,,o, ~ ~/, ' ~ ~ // //~1 ......... ~ ) / / / ~"~'~ 0~ ,/ ': "/ /7 / / 0 I =~ ~=~ ~ ~ J J , 3. INSULATION ~ / ~~ '. I . ~ ~ BE COMPLE1E FC~ ~. / / /~~/~ESID~NCE // / J ' J I J ALL CONSTRUCTION ~ '~LL M2ET THE / , / [~~ ' I COMPLY V'/:TH ALL CODES OF I REQUIREMENTS OF][ 2CC, DESuFNEW / ( ~ J ~ I,IFCV~On"~FATE&TOWNCODES I YORKSTATE. NOrnESPObWIGL- / ~//%/ ~ : , _~_~S0~0LDTOWNZB~ ~ , ~ ' ¢ / /" /Il ,:'.~80UTN~BT0~TRUSTE~8~ / :, .~ ~.,uf ./' :o / /~/-- ". ,' , ~ ~ ' , ~'/,~ ' m',' /~-/~ I ] , ~ ~ , . - ,~ ,,,, , ~O¢ ON LEAD OON~ENT BEFORE ~" ' [ ~ /' SUPPLYSYSTEMCANNOT ~ __ ~~ ' / EXCEED~10QF1%LEAD ~ , ~ N JUNE 27~ 2008 ~ FOUNDATION P~N ~T P~N REVISIONS ......... ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZ__Z .......... ~ WEST ELEVATION ~ NORTH ELEVATION ~555555555555555555555555~5555~55555555555555555555~55~5555~5555555555 ¢ EAST ELEVATION I 1/8,,=1._0.~ SOUTH ELEVATION1/8"= 1'-0" 0 .>~¢~,~¥ ,~;..~;J~ SCALE: AS NOTED EXISTING FOUNDATION P~N A-2 NEW BLUESTONE PATIO F INEW [ rKITCHEN I Lq ,m ~ -- II1~ L NEW I D'[NTNG BOOM I ri II I~ II I' (D) rw244~ w/'r~,~2,41~ ACV I I EXISIlNG GARAGE I~ J I NEW NEW MUOROOM STUDY NEW W.I.C. NEW MASTER BATH NEW MASTER ' i/'~ ~'/F!,R~,,'I' FLOOR ~ 1/4 =1 '0 NEW UNFINISHED AI I ,C SPATE 4'-O" KN~ WA.I. NEW NEW BEDROOM 2 DEN NEW (~ SECOND FLOOR PLAN 1/4"= 1 '-0" DETAIL AT EXIST. (~ EXT. WALLS 1/2"=1'-0" REVISIONS DRAWN: 36 SCALE: 1/4"=1'-0" 308 #: 1UNE 27, 2008 SHEET NUMBER: A-3 W.P. DECK W.P, DECK ~2) 2×10 (2) 2XI© (10 ~ 2) ZIO .... 2~10 PP (2) 2×10 ~F PLAN WINgOW ~, ~XT~ElOg YO0~ F£HSlgLJLB A~_4 ,,W,,INDOW & DOOR SCHEDULE 1/4'=1'-0" REVZSIONS Z 0 D~WN: JG S~LE; lOB ~: JUNE 27~ 2008 SHE~ NUNBER: REVISIONS '~ ~ ] ~ I I ' BED~O0~ R Ill ~A~B I ~ - NEW ~ ~ NEW ': ~ I I ~' I I C~WL C~WL ' I I I ~ I I ~". SPACE ,'~: ~ SPACE .: I I I I I I I I ~ ~'~ "~ J ~ ../ ~'- ~ ,, ~ -- I J I I I I II I I I I I III ~A¢~0~5~ I I I I I I II I I II I I Z G SOUTH ELEVATiON G SECTION -- 0 1/4"= 1 '-0" 1/4"= 1 "0" ~ Z ~--~ ] ~ - ~lll i z ~ r,o ISf~b, tis[ I%0~ I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I i I I [ I D~WN: ]G r ~ ~ ~- ,, . SHE~NUNBER: WEST ELEVATION ~{~r REVISIONS III ~ ~ I I I ! ~ I I I I I ~1 I I I I II I~ I I I I I I I I Z 0 ' I I I I I I I I I I I I L, ~ ~ t ~ ~ SHE~ NUMBER: ENERAL NOTE5 CONSTRUCTION NOTES: 1), The information within this set of construction documents is related to basic design and framing details They are intended as a construction aid, not a substitute enerally accepted good building practice and compliance with current New York 3tats building codes. The General Contractor is responsible for providing standard 2onstructicn details and procedures to ensure a professionally finished, structurally sound and a weatherproof completad product, 2) The Cohere1 Contractor s esponsible for ensunng that all work and construction meets current federal, state county and local codes, ordinances and regulations, ets. These codes are to be considered as part of the specifications for this building and should be adhered to even ¢ in variance with the plan. 3). Dimensions shall take precedent over scaled drawings (DO NOT SCALE DRAWINGS). 4). The designer has nat been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques sequences, or procedures, or for safety precaut OhS and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. . Refer to the Window and Door schedule for exterior openings, . The General Contractor is to ensure that masonry or prefabracted fireplaces meets exceeds manufacture's specifications and applicable codes· . The General Contractor is to consult with the owner for all builEin items ~h as bookcases, shelving, pantry, closets, trims, etc, 8). Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1 The General Contractor and Mason ts review plans, elevaflcns, details and notes t° determine intended he ghts of finished 6oar(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3), Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls assuring in exterior or unheated interior areas. 4) Any new concre e wa s being a~ched to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" c.c.. Use approved epoxy for nsta at on. 5). Unless otherwise noted, all slabs on grade to be 2500 p.sJ.. Concrete to be poured on 4 nch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs te be minimum 3-1/2 inch thick. All fill to be compacted to 95% re atve density with maximum lifts (layers). . Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 116 cast iron foundation vent for every 150 sq. ft. of area· Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y·S Res dential Construction Code· A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backf ng. 8). Drainage as per section R405 of N.Y.S. Res~denhal Construcbon Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SSC High Wind Edition Wood Framing Construction Manual. 2), Unless otherwise noted, all framing and structural wood material to be #2 + BTR, Douglas 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c, unless noted . Unless otherwise noted, all bearing wail headers to be (2) 2x10 #2 + BTR. Doug. Fir. wall headers to have (2) jack studs and (2) full length studs on each sds of all headers to have (3) jack studs and (2) full length studs on each side of s. Bearing wall window sills shall also have (2) window sift plates for 2x4 wall between 4'1 and 6'0 and 2x6 wall opemngs between 5'11 and 8'9. Provide firs g where applicable. 5. All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where appl cab e to all connecting joists, 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted on plans. WIND FRAMING NOTES ,. F ~SSEMBLY: gauge strap shall be attached to each pair of rafters ~n accordance to table 3.4 When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER-TO-WALL ASSEMBLY: and shear wall connections for reflter, ceiling ar truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate alnd the wall top plate shall be attached to the to the wa s ud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3,3c. 13). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shell be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member [n t!he floor assembly with uplift connectors m accordance with table 3.3. ~). WALL ASSEMBLY TO FOUNDATION: =irst wall studs shall be connected to the foundation, sill plate, or bo[tam plate with uplift ;onnectors. Steel straps shall have a minimum embedment of 7 inches in concrete oundation and s ab-on-grade, 15 inches in masonry block foundations, or lapped under [he plate and nailed in accordance with tab e 3.3b. When steel straps are lapped under the boftem plate, 3 inch square washes shall be usedl with the anchor bolts, Anchor bolt pacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, ~nchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 15. TYPE I EXTERIOR SHEARWALL CONNECTIIONS. T e I exterior shear wa s w h a min mum of 7110 inch wood structural panel on the exterior YP ,, " e field and laftachedwth8dcommonnadsat 6 o.c. atthep,aneledgesand12.o.c, lnth , , 1/2 inch gypsum wallboard on the intoner attache,d with 5d cooler nails at 7" c.c. a[ pane[ edges and 10" c.c. in the field shaft be in accorda,nce with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3,16. 7). INTERIOR SHEARWALL CONNECTIONS. ~,llowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ntarior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. Bi. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or g rder connect ohs shall be attach ed with uplift connections in accordance w th table 3.5. Window sill plates shall be have steel connectors in accordance with table 3·5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beamh the rafters shall either be notched and anchored on top of the beam or slope connectorfs shall be attached fo each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be :tached with the above requirements. DECKAND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel 2), Girders for deck joists to be bolted to each post with washers and nuts. Girders an concrete p~ers shall be anchored with proper steel connectors anchored into concrete with a minimum I/2" dia x 7" long anchor bolt with washers and nuts. 3. Posts support n,g, g rders,shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2 alia x 8 long anchor bo w th washers and nuts Foot ngs Shall be 3 ft. 3elow grade. Porches wdh covered roofs shall have 12" d~a. concrete p~ers for the girders. Beck joists to have blocking at 8'0 c.c.. · A minimum of 10 inch flashing shall be installled between the building and ledger. ~dger to be fastened to building with 1/2" dia. b~olts with washers and nuts ,vhere needed. ,. Concrete piers shall be a minimum 6" above grade. I. Ali joists to be supported with hangers and anchors. Each Joist shall also be anchored lirder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for SUffolk County Health Department approval 3). If wall studs plates or oists are cut out durir~g insta~iaflen for any plumbing provide adequate brac ng and plates to p elect and secure the structure. Verify with the state code and manufacture's recommendatior~ for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1), Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements 2), HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. i. HVAG subcontractor to provide final system layout drawing and submit it to the General onfractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S, Residential Construction Code. 2), All electrical work shall be approved by a qLualified Underwriter. 3). Install Smoke detectors and Carbon Monoxiide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. 7), Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or other access openings unless otherwise noted (typical), 8). Dormers running up roof rafters are to be supported by double rafters on either side Nhere applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed, 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantach plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manutactare's instructions. 13), All bathroom walls to have 1/2" thick moisture*eslstant sheetrock, Garage walls and ceihngs and over f~rnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 4) All roof w th a p tch less than 4 12 shall be installed with an Ice & Water barrier or 3pproved equal. Flat roofs shall be app ed w th a Fiberglas base sheet with an EPDM :orch down type material over. 16) All sill p alas and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-lex term e shield or approved equal. NAILING SCHEDULE ROOFFRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. 3PACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-Sd COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAiL STUD TO 2 - 16d COMMON 24" FACE STUD O.C. NAIL HEADER TO 16d COMMON 16" C.C. FACE HEADER kLONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUB 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT ~EE NOTE. 1,2 END JOIST OR BLOCKING FLOOR FRAMING: NAiL NAIL NOTES JOINT DESCRIPTION QTY. ~PACING PER TOE JOIST TO: 4 - 8d COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: - 16d COMMON BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STR~P - 16d COMMON JOIST NAIL TO BEAM JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL PER END BAND JOIST 3- 16d COMMON JOIST NAIL TO JOIST PER TOE NAIL BAND JOIST TO: 2- 16d COMMON FOOT SEE NOTE: 1 SILL OR TOP PLATE ROOJ= SHEATHING: .O,NTDESCR'PT'ON ISTRUOTURALPANELI ,d 3'6 CEILING SHEATHING: ice COOLERSl §.cC WALL SHEATHING: NAIL NAIL IOINT DESCRIPTIOk QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD 7" C.C. EDGE GYPSUM 5d COOLERS 10" O.C. FIELD WALLBOARD FLOOR SHEATHING: JOINT DESCRIPTION (~. S p~AcI~N G STRUCTURAL PANELS ., 6" C.C. EDGE I 1" OR LESS 18u COMMON112" C.C. FIELDI NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. if wall sheathing ~s nailed 3" on-center at the panel edge to obtain h~gher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wal~ sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nai~ per foot. PL, ,N CONTENTS,.- OCCUPANCY CLA551FICATION R5 REOIDENTIAL tBUlLDIN~ UEE F~EEII::>ENTP~L D~ELLING ~WIL~ING WEIGHT (~EE TOTAL 8¢. FT, OF CONSTRUCTION (DEE DESIGN C~ITE~IA 2OO~ ~C NIGH ~IND EDITION, ~OOD F~E CONSTRUCTION ~ANUAL F~A~IN~ ELEMENT5 ~5 PE~ FLOO~ PL~NE, 0~055 SECTION AN~ ~ENERAL NOTE5 EXT, ~LCONIE5 DE~I~N LOAD C~LCULATION~ ROOF (~OUND 8NO~ LOAD) 20 (LIVE LOAD5 ROO~S (OTHER TN~N SLEEPINg) 40 ~00~5 (SLEEPINg) STAIR5 40 ~A~D~AIL5 (AN~ ~[~EOTION) 200 (DE~IGNE~ FOR CAT, C) EXPOSURE LOA~ p~TN 5ER CONETRBCTION AND~IN~ PATH CONNECTION (~OOF - FOBNDATION) DETAIL PAGE ~ ~ENE~L NOTE NAILIN~ ~CNEDBLE 5EE ~ENE~L NOTE PAGE E~E55 SEE FLOO~ PLAN5 AND WINDOW SCHEDULE FI~E p~OTECTION (SMOKE ~ 002 ~ETEOTO~5) ~ 5EE FLOO~ PLAN5 T~U55 DESIGN N/A - STANDARD ~TIC~ F~ME CONSTRUCTION ENE~ CALCULATION5 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN1 HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 11 NONE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING RE(;; UIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" O.C, SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH F INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O C. NOTE: 2 FOR PANEL F IGABLE RAKE TRUSS 8d COMMON 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 ENDWALL RAKE AND NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1). For roof sheathing wdhin 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used· 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <~0.42<G<0.49, the nail spacing shall be reduced to 6 inches o,c, 3) Tabulated 4 inch a.c. naill spacing assumes sheathing to rafter / truss framing members with G>0 49. For framing membere with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches s.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS 4' EDGE ZONE 8d COMMON @ 6" O,C 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE l,d COMMON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing withgn 4 feet af the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.¢. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel sidimg, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR 'ro PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAE 2). USE SIMPSON HAN(GERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACt~ 3). INSTALL 1 - CO2 DE%ECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ~ectlon ~,O2.E, - FI~EEELOOKJNG ~E~UII~ED I~vels. Conc~al~dl horizontal furred spaces shah aisc be flr~bloc~d a~ Intervals not ~xc~dln~ I0 ¢lam~ and products o¢ combustion. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TN;= FOLLOUJIN~ 4,PPROYED UEP METAL OONNEOTOR$ FOR PROPER LLJIND RIE~IETANT ,~ ~,OOD CONETRUOTION, F:OLLOLU I"1~NLIFAOTLIRE'5 RECOMMENDE:~ INETALL~,TION INSTRUCTION5 TO AONIEV'E KING STUDS WALL STUD =~ SILL PLAT~(S) ( ~ , WALL SHEATHING ~FT~ MAINTAIN , / ~ ' 2x4LEDGER BLOCKING-- ~4"-16" LSTA36 I-~/4"x36"l~a, ST~AF AND JACK STUDS ~"-12"RAFT[R RT2O 21-1/8"x20~a. TYDOWNANCHOR CO~N~CTTO ~OO~ ~ENT~TION / OVERB~ARINGWALLSANDHEADE~S ON ALL OPENINGS G NAILS OUT 5OFFIT~ ~A~ 51DE D LL FL ENINO GIRDER/HEADER (C~AWL SPACE OR FOUNDATION) 1 STORY 72" DC ~PICAL CONC, FOUNDATION. APPLY PI~STERS SILL PLATE TO FOUNDATION HALL BOTTOM P~TE TO FOUNDATION (S~B-ON-GRADE) 1-2STORIES 57"oc ~OOF JACK5 ~ VENT5 ~E%~IL CONC. SLAB ~~ i ~ , SUBFLOOR ' ' ' ' ' ' ' ' ~ ~ ~ 4"~I~E~ NOTCH JO[STAND ADJUST HEIGHT B~ OF WOOD ~ ~ 'j A ' ' ~" ~ . OF CONTACT WITH CONCRETE OR CONC BLOCK ~ ~ ~ ~ STEEL BEAM ~PICALCONC. MONOLITHIC FOUNDATION. REINFORCEWrTH(2)~REINFORGINGBARS THICKENS~BSBENEATHBEARINGWALLSANDCOLUMNS ~: S~ SHIMS TO LEVEL BEAM ~ ~ PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) ~ REINFORCING BARS, -- 3" MINIMUM 8~RING SURFACE FOR WOOD B~M ~ DOOR BLO~KOUT ~EAM POCKET :LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" D.C. 4"- 8" LSTA36 1-1/4"X36" ~ 8ga, STRAP AND JACK STUDS 3N ALL OPENINGS INSTALL 4'0" D.C. 8" - 16" MSTA48 1-1/4"×48" 16ga. STRAF AND JACK STUDS ON ALL OPENINGS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWIN~ OF~ AF=Pf;~O\/ED USP METAL OONNEOTOf~8 FOR PROOFER LUIND RESIST~,NT OONST'R. UOTION. FOLLOLU MANUFACTURE'5 f~EOOMMENDED INSTALLATION INSTF~L~CTION5 TO ACHIEVE MA×fMUM UPLIFT LOAD CAPACITY. WOOD JOIST-- MAX. 5TAI~ 1-1/2" SPACE MINIMUM / HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAINS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION~ OR THE SHARE SHALL PROVIDE AN EQU]VALENT GRIPPING SURFACE 4" DIA. MAXIMUM 4" D~A. MAXIMUM DEOK/PO~N F~AILIN~ CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLOC, USING 1/2" DIA. BOLTS @ 16"0C WITH WASHERS FLASHING TUCKED UNDER TOP pIECE OF SIDING AND LAPPED OVER FIRST CONTIN, PIECE OF SIDING BELOW LAG BOLTS W/WASHERS CONNECTED TO BLDG, @16" OC FLOOR FRAMING 2x JOISTS BLOCKING FOR JOIST HANGER LAG BOLTS RIM JOIST RIDGE -- RIDGE-TO-RAFTER CONNECTION RAFTER TOP PLATE WALLSTUD RAFTER TO PLATE/STUD CONNECTION GIRDEI/HEADER DEBCRIPTION jAPPIACATION 10-3/4" × 1Bga. TYDOWN ANCHOR I£ONNECT TO LOCATION USP NUMBER 4" - 6" RAFTER RTIO 12" RAFTER RT2O SPLICED JOISTS OVER HEADER/GIRDER JOIST JOIST H EA DEMI USRR"T BBN IT¥ EoSwC : IcO, oRI CO N RE* ,OIST] WOOD JOIST GIRDER/HEADER WOOD JOIST DECK/PORCH LEDGER CONNECTION FLUSH JOISTS WITH HEADER/GIIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE~ SET FZR JOISTS APROX. 1/4" HIGHER THAN LVL HEAD,RS TO ALLOW FOR SHRINKAGE. BLOCKING SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED A,ND USE WITH RTiO TYDOWN ANCHORS WOOD GIRDER LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WiTH WASHERS 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD LOCATION JSP NUMBER RAFtER/PLATE RT1S CONNECT EACH RAFTER TO PLATE PLATE/WALL SPTB4 DESCRIPTION APPLICATION TYDOWN ANCHOR STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION ~x4 SOLID COLUMN 5x6 SOL~D COLUMN HOLLOW COLUMN UBP NUMBER DESCRIPTiON APPLICATION i PBS44 / PBSE44 / KCgg POST CAP ANCHOR APPLY TO EACH COLUMN PBBGB / FBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN SIMPSON STRR1/2 H.C, ANCHOR APPLYTO EACH COLUMN ROD FOR BTU DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM COUPLER NUT MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER ~ES,C, RIPTION APPLICATiON ~LLOPENINGS LSTA12 1-1/4xi2 20ga. STRApI APPLYTO EACH JACK STUD I ~LL OPENINGS RT3 OR PT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST RIM/DECK JOIST- POST-TO-DECK CONNECTION USE MIN, (2) 1/2" DIA. GALV, BOLTS WITH WASHERS AND NUTS GIRDERtHEADEF POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2) 1/2" DIA, GALV. BOLTS WITH WASHERS AND NUTS GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLiCATION (2) BEAMS PAD44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER 3 BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER POST DECK POST FTG. CONNECTION CONCRETE FOOTING LOCATION USP NUMBER 4X4 POST PAUl4 OR WE44 6X6 POST PAU66 OR WE66 DESCRIpTiON EACH FOOTING POST/BEAM ANCHOR APPLICATION APPLY TO EACH FOOTING POST/BEAM ANCHOR APPLYTO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER CESHIELD FLOOD SNOW SPEED DESIGN SEVERE 3 FT. TO HEAVY MODERATE 1t NONE - LOAD (MPH) CATEGORY WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B MODERATE SLIGHT TO AND COVERED PORCH NOTES: DECK ). Unless otherwise noted, ali framing material to be #1 ACQ pressure ea ed umber II fas eners, hangers and anchors to be galvinized or stainless sleel Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts, piers shall be anchored wdh proper steel connectors anchored nrc concrete with a minimum 1/2" dm x 7" long anchor bog w~th washers and nuts. i), Posts suppor[Ing girders shall be aa0hored to a minimum 24"x24"x12" thick concrete footing, Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall )e 3 R, below grade. 4) Deck joists ts have blocking at 8'0 o c 5). Flashing shall be metalled beC, eon the buildmg and ledger Lappmg up the sheathing and over the ledger. Ledger to be fastened to building with 1/2" die. boris with washers B). Concrete piers sball be a minimum 6" above grade. 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored Io ggder(s) 8). Covered Roef~ shall be assembred and anchored the same manner as a typical building 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. NAILING SCHEDULE ROOF SHEATHING: ,O,NTGBBGR,PTION ,OTES 'TRUCTURALEANEU Bd ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACIN, NOTES RAFTER TO 8' WALL; 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMON RAFTER rOE-NAIL CEILING JOIST 8' WALL 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-Bd COMMON JOIST TOE-NAIl CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 BACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON ENO NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL OTY, SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMO FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMOI EA SIDE NAIL STUD TO 24" FACE BTUD 2 - 16d COMMON O.C. NAIL HEADER TO 16" O,C FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 18d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO FLOOR JOIST, BAND JOIS1 2 - 16d COMMON PER END JOIST GR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOS SILL OR TOP PLATE 3 - 16d COMMOh BLOCK NAIL LEDGER STRIP TO BEAM 3 - 18d COMMOh EACH FACE JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - Bd COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMO JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d 6OMMOI FOOT TOE NAIL WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U6E TNE FOLLOLUING Of~ Af=Pf~OMED` USf= MET,AL CONNECTOF~5 FOR Pf~OPEI~ LUIND` RESIST,ANT CONSTf~UCTION. FOLLOLU P'1~,NIJF.~CTLIf~E'6 F~.ECOhdMENIDED` IN6TALLATION rNST~IJOTION6 TO x&ONfEVE MAXIMUM Df=LIFT LOAD, CAf=AOlT'"r'. 4" MAX, 6T~,I~ F~,AILIN~ HANDRAILS / BALUSTERS 4" DIA. MAXIMUM RAFTER -- RIDGE LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION KiNG STUDS CRIPPLESTUD HEADER JACKSTUDS 1-1/2" SPACE MINIMUM HANDRAIL CONNECTION g" MAX. l] RIDGE-TO-RAFTER CONNECTION I LOR jNIBBPLB T%BM:EIi-i'g" %:'%':?$NTRAPIAPPLVOVER PIFBLIGE TT&%RA ERI RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION JSP NUMBER q" - 6" RAFTER RTl0 DESC~fPTIO N AIPPLICAT~ON ,, CIONNECT TO 10-3/4 x 18ga, TYDOWN ANCHOR EACH RAFTER 21 1 8" × 20 CONNECT TO - / ga, TYDOWN ANCHORIEACH RAFTER[ LEDGER TO BE CONNECTED TO BLDG, USING 1/2" DIA, BOLTS @16"OC WiTH WASHERS RAFTER SIZ[ USP NUMBER DESCRIPTION 2xG-2x8 LB26 2)(10 LB210 1Sga. SLOPE HANGER APPIBCATION 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER : APPLY TO EACH RAFTER / LEDGER RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL OPENINGS LSTA12 1-1/4"xlZ" 2Oga. STRAP APPLY TO EACH JACK STUD ALL OPENINGS PT3 OR PT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST RIM/DECK JOIST- LOCATION UBP NUMBER DESCP~PTION APPLICATION RAFTER/PLAT RTl5 TYDOWN ANCHOR CONNECT EACH STUD PLATE ANCHOR RAFTER TO PLATE PLATES TO EACH STUD PLATE/WALL SPTB4 CONNECT OVER GIRDER/HEADER POST-TO-DECK CONNECTION USE MIN, (2) 1/2" D~A. 6ALV. BOLTS WITH WASHERS AND NUTS JOIST GIRDEK/HEADER POST/COLUMN DECK/PO~CN tRAILIN~ SPLICED JOISTS OVER HEADER/GIRDER CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/2" DIA. BOLTS @16"OC WITH WASHERS FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM JOIST / FLASHING TUCKED UNDER gDING AND LAPPED OVER FIRST CONT~N, PIECE OF SIDING BELOW //WASHERS CONNECTED TO BLDG· @16" OC OiST T OGiC BTZEOR; U EAU e R IUB P RNT% e EBI Ty%Eo!wC NTZcOHNOR I CO N N B r TZcoHN ,OiSTI WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR, ~F ABLE, SET FIR ]OISTB APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ~x4 SOL~D COLUMN PBSg4 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 5x6 SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLYTO EACH COLUMN ~RING PLATE 2xJOISTS DECK/PORCH LEDGER CONNECTION BLOCKING WOOD GIRDER ROD FOR BTU DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN ]OISTB THAT ARE SPICED AND USE WITH RTiO TYDOWN ANCHORS MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE'S RECOMENBATIONS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MTN, (2) 1/2" DIA, GALV. BOLTS WITH WASHERS AND NUTS GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIBTION APPLICATION (2) BEAMS PAU44 OR WB441POST/ BEAM ANCHORIAPPLy TO EACH PIERI 3) BEAMS PAD66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PiER POST DECK POST FTC. CONNECTION CONCRETE FOOTING LOCATION USP NUMBER POSDESCRIFTIONT/ 4X4 POST PAUg4 OR WE44 BEAM ANCHOR 6X6 POST PAD66 OR WE66 POST/BEAM ANCHOR APPLICATION APPLY TO EACH FOOITNG APPLY TO EACH FOOT~NG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLO SNOW SPEED DESIGN SEVERE 3 FT. TO HEAVY MODERATE 11 NONE . LOAD (MPH) CATEGORY WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT OD DEPTH TEMP. REQUIRED HAZARDS 4B LBS. 120 B MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: onrese otherwise noted, all framing material to be #1 ACC pressure treated lumber. ~, hangers and anchors te be galvinized or stainless steel. Girders for deck joists to be baited or anchored to each post or pier with washers and nuts, piers shall be anchored with proper steel connectors anchored ith a minimum 1/2" die x 7" long anchor belt with washers and nuts Posts supporting g~rders shall be anchored to a mMImum 24"x24"x12" thick concrete · Use a minimum 1/2" die x 7" long anchor bolt wrth washers and nuts. Footings Shall le 3 g. beJow grade, 1) Deck Joists to have bloclPng al 8'0 o c B). Flashing shall be metalled between the buddlr@ and ledger, Lapping up the sheathing and over the ledger. Ledger b be fastened to building with 1/2" d[a bolts with washers 6). Concrete piers shall be a minimum 8" above grade 7) All joists te be suppoded with hangers and anchors. Each Joist shall also be anchored to girder(s) 8). Covered Roofs shaJl be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. NAILING SCHEDULE ROOF SHEATHING: NAIL - NAIL JOINT DESCRIPTION QTY· SPACING NOTES STRUCTURAL PANEL 8d WFCM BBC' AS PER TABLE 3 8 ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. 3PAGING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-Sd COMMOB RAFTER TOE-NAIL CEILING JOIST 8' WALL' 3~8d COMMON EACH TO TOP PLATE 10' WALL: 4-Sd COMMOk JOIST rOE-NAR CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM ~ SBC LAp NAIL CEILING JOIST LAP~ AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FADE TO RAFTER WFCM -SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FOOT FACE NAiL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 'led COMMOR O,C. NAIL HEADER TO 16" DC, FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 1Bd COMMOB PER 2x4 STUD END PLATE TO STUD B - 16d COMMOh PER 2x6 STUB NAIL BOTTOM PLATE TO FLOOR JOIST, BAND JOIST B - 16d COMMON PER END JOIST OR BLOCNING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDE, 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING TO' EACH TOE SILL OR TOP PLATE B - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST B - 1Bd COMMOi~ JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMON FOOT TOE NAIL WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TNB =OLLO~IN~ OF~ APPF~OVE~ USP METAL GONNEOTO~5 FOR P~OPEF~ UJIN~ ~ESIST~,NT CONSTRUCTION, F©LLOLU i'dANtJFACTtJ~E'5 ~ECOMfdENDED INST~,LLATION INSTRUCTIONS TO ~CNIEVE M~,XIMUM UplIFT LO,~ CAPACITY. 4" DIA MAXIMUM 4" DIA MAXIMUM 4" MAX. POST/COLUMN POST CONCRETE FOOTING DEC~./PO'~C.N ~AILIN~, LOCATION 4X4 POST 6X6 POST DECK POST FTC. CONNECTION USP NUMBER DESCRIPTION APPLICATION =CST/BEAM ANCHOR APPLYTO EACH FOOTING oOST/ BEAM ANCHOR APPLY TO EACH FOOTING POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 1-1/2" SPACE MINIMUM HANDRAILS ~ / BALUSTERS HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS POST RIM/DECK JOIS:F POST-TO-DECK CONNECTION GI~DEF~/NE~,DE~ POST/COLLIMN PAU44 OR WE44 PAU66 OR WE66 GIRDER CONCRETE PIER HEADER/GIRD ER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4 NOR MORE THAN 2 IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE TO POST/C, OLUMN C:ONNECTION 8,Tt~IN~Ei~ TO DECK/POI~,CI-I CONNECTION WOOD JOIST GIRDER/HEADER WOOD deIST FLUSH JOISTS WITH HEADER/GIRDER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER ALL JOISTS CONNECTED TO A FLUSH READER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4x4 SOliD COLUMN PBS44 / PBSE44 / KC44 ~OST CAP ANCHOR APPLY TO EACH COLUMN 6x6 SO,LID COLUMN PBS66 I PBSE66 / KC6( ~OST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRI/2 H.C ANCHOR APPLY TO EACH COLUMN JOIST GIRDER/HEADER FLASHING TUCKED UNDER LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW 2 - 1/2" DIA. LAG BOLTS W/WASHERS CONNECTED TO BLDG. @32" CC FLOOR FRAMING 2x JOISTS BLOCKING FOR JOIST BANGER LAG BOLTS RIM J BLOCKING DECK/PORCH LEDGER CONNECTION SPLICED JOISTS OVER HEADER/GIRDER LOCATION USP NUMBER DESCRIPTION (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR 3 BEAMS PAU66 OR WE66 POST/BEAM ANCHOR SPLICED JOISTS OVER HEADER/GIRDER JOiST. TOL~iCRt DTIEOR~HBADERIUSPRNTUlt~BERITy%%~wCNRAPNTIOOHNORICONNEf cPTPL~;~cO~ JOISTI PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS WOOD GIRDER APPLICATION APPLY TO EACH PIER APPLY TO BACH PIER UNDISTU~ESED 5OIL LAY PLASTIC BASE DIRECTLY ON UNDISTURBED SOIL (ORGAN/CS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS POOR 5OIL LAY 4-6" LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS CONC. PIER FOOTING iN ACCORDANCE WITH SECTION 104.11 OF N Y.B. RESIDENTIAL CODE THIS DESIGN COMPLrES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN %HE CODE THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y,S. BASED UPON ICRC EVALUATION SERVICE REPORT ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. DECK & PORCH NOTES: 1 ). Unless otherwise noted, all framing material to be #1 ACQ pressure treated Ilumder. All fasteners, hangers and anchors to be ga[vinlzed or sta~Mess steel. 2). Girders for deck Joists to be bolted er anchored to each post or p~er with wash~ers and nuts Girders on ce~crete piers shall be anchored with proper steel connectors anchored ~to concrete with a mlnlr~um 1/2" die x 7" long anchor bolt with washers and nu~s. Pasts supporting g~rders shaJl be anchored to a 12"x12"x12" think concrete to,ct/rig lse a minimum 1/2" die x 7" long anchor bolt with washers and nuts Footings Slha be 4 ft. below grade. Deck joists to have blo~klng at 8'0 o c., A minimum of 10 inch flashing shall be instatled belween the building and ledger. ~dger t~ be fastened te building with 1/2" dia. bolts wdh washers and nuts 7) All joists te be supported with hangers and anchors. Each Joist shall also be anchored to girder(s) fl) Use simpson hangers and anchors wiLh Z-MAX tripple protecbve c~atl~g or equal br any cerdact with ACQ. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESrGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS 45 LBS 120 B SEVERE 3 FT 11 NONE - · ' TO HEAVY MODERATE NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL NOTES OTY 3PACING JOIST TO: PER TOE 4 - Sd COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING TO. 3 ~ 18d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3- 1fid COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM g - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 1fid COMMON JOIST NAIL BAND JOIST TO, PBR SILL OR TOP PLATE 2 - 1fid COMMON FOOT TOE NAIL