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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 Date: 12/29/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1125 WEST COVE RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map 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 this office dated OCTOBER 22, 2008 pursuant to which Building Permit 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. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0046 11/02/09 ELECTRICAL CERTIFICATE NO. 34315 11/12/10 PLUMBERS CERTIFICATION DATED 11/19/10 J ZEE-S PLUMBING & HEAT thor'zed si ature 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 CADAVID 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 1125 WEST COVE RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0003 Lot No. 014 pursuant to application dated OCTOBER 22, 2008 and approved by the Building Inspector to expire on MAY 21, 2010 . Fee $ 1, 887 . 20 33 0 Authorized 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 of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling $50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. _ 1 �> �C� 'New Construction: � Old or Pre-existing Building: (check l Location of Property: House No. Street ` r amlet Owner or Owners of Property: CQ ��l t _W l � 1 �C �(l Lips Suffolk County Tax Map No 1000, Section Block —Lot- Subdivision Filed Map. Lot Permit No. cL oi(�—Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate— Final Certificate: (check one) Fee Submitted: kApplicant t�C-1 y ( 1 Sign ture F somas Town 11all Anucx 411 411 Tcicphonc (631)76.3-1802 5137:7 Main Road N Fax(631) 765-9502 P.O.Box 1179 • �o roper.richert(a�town.southo Id.nv.us O Southold,NY 11971-0959 BUILDING DEPAffl'MENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Carl Juul-Nielsen Address: 1125 West Cove Rd City: Cutchogue St: NY Zip: 11925 Building Permit#: 34315 Section: 111 Block: 3 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Four Winds Electric License No: 4775-me SITE DETAILS Office Use Only Residential X Indoor H Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 55 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 30 Smoke Detectors 5 Main Panel 1 A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 8 Pumps Transformer Appliances dw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches 67 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, smoke/carbon comb-3, elec oven-1, paddle fans-3 exhaust fans-1,widpool bath-1,arc fault circuit breakers-4,GFCI circuit breaker-1 Notes: Inspector Signature: ,, e4 24Z Date: Nov 12 2010 81-Cert Electrical Compliance Form IIII � FF�X� _ D ot� , , _ Town Nall,53095 Main Road BLDG.DEPTFax(516)765 823 P.O. Box 1179 ' TOWN OF SQtd 65-1802 Southold,New Yoik 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 1ILI `7I Building Permit No. Owner: (please print) 9 Plumber: ✓. Zee °$ /�/`� 6•<� + / >/i� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. • Pl .*bers�ignature) Sworn to before me this day of Notary Public, �� n L _ County JAYNEP,MAMN W0WYPftVAbdNwYak •4. Qwfth " Jan.91. Stio// �o�aoe souryo6 �eouxn, TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION RE RKS: & \ �,\)L DATE 7 /��/ INSPECTOR ""s` ,-� �o\v3f SO(/Typ6 3 � 3rsz #©� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: DATE 7 ' 09 INSPECTOR �o �o��,OF SUUryo� 3 � 31.s Z— TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: cr- �2- DATE 7�3 0 0 9 INSPECTOR ' ® " of 30 it FV TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�INATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C, DATE 1A) INSPECTOR '" �......`f MarkK. Schwartz, AIA —Architect, PLLC . .'; P.O.Box 933 Phone.(631)734-4185 '•: . ;;_-- Cutchogue,New York 11935 Fax:(631)734-2110 Southold Town Building Department Main Road Southold.New York 11971 Re: 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 NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, G JUL 14 2009 Mark Schwartz BLDG.DEPT. TOWN of SODTHOtD tuul-NieWnFound.doc FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) a ---------------------------------- y FOUNDATION (2ND) ? \ z 6 � ROUGH FRAMING& PLUMBING O a INSULATION PER N. Y. - _ -- STATE ENERGY CODE d � c IX FINAL ADDMONAL COMMENTS !j J10 f N " O °z 9 Acl X l c % x o ro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 ' 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 3Y 3/S Check Septic Form N.Y.S.D.E.C. Trustees Examined (I ,20 ( Contact: Approved it �)-t ,20c2k Mail to:ke Disapproved a/c �� p Phone: 734 Expiration � L ,20 J O �T Building Inspector Q d APPLICATION FOR BUILDING PERMIT t � � 222004 Date d D� , 20 INSTRUCTIONS pt. � a. ggti F mtIM1I T9T-be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, yo�prc of plan to scale. Fee according to schedule. -b.-Prot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issu4nee of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein escn ed. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regula 'o and to admit authorized inspectors on premises and in building for necessary inspections. 5 (Signature of app cant t name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (Ak[ JUUL -,v/EL.Se-,y J TArje/G/rJ ( ,�Jb/J(/ o (As on the tax roll or la i 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: It s- wEsj- coYE ,� curt tf�GrrE House Number Street Hamlet County Tax Map No. 1000 Section__AL_Block Q3 Lot 1 4- Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SIM�y (LE F4,-V X y 12X--r17CA/GE b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition__k' Alteration�_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, 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 or-additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories J2Vf 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former w/Owner ' 11. Zone or use district in which premises are situated e-7' O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES4 NO 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO d C4rwvi0 14. Names of Owner of premises J VOL- Address Phone No.5-I6 - ¢96 - 7 91-1 Name of Architect re-, A/bT Z Address Phone No 7.3 - 4( ,Y Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__k' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COUNT 7q/ G�T being duly sworn; deposes and says that(s)he is the applicant (Name of individual signing contract) above named, Notary Public D BUNCH w York (S)He is the SIG E.vT12 G 7 Nn nl(3U6}8gB550 (Contract r, Agent, Corpora Officer, etc.) as ed m Suffolk Count' Commission Expires April 14, 0}___k of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 200E_ Notary Public VSi of Applicant 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, Cutcho ug eNY County Tax Map No. 1000 - Section 111 Block 3 Lot 14 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-conformingbuilding uilding 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 interoretation 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 minimum single side yard setback of 15 feet and a total side yard setback of 35 feet. This otice of Disa roval wa written based on plans signed by Mark Schwartz dated 03/28/08. zed S' nature -_ 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. APPEALS BOARD MEMBERS � . Ruth D. Oliva,Chairwoman OF SO UrH Mail' d�rrcc: p`� 06 Southold Town Hall Gerard P. Goehringer * 53095 Main Road•P.O. Box 1179 James Dinizio,Jr. Southold,NY 11971-0959 w Office Location: ocation: Michael A. Simon Leslie Kanes Weisman 22 Town Annex/First Floor,North Fork Bank 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED r TOWN OF SOUTHOLD /0: -fv lq�u Tel. (631)765.1809•Fax(631)765-9064 iolhoid JUN 6FINDINGS, DELIBERATIONS AND DETERMINATION Y-n Clerk MEETING OF APRIL 13,2006 ZBA Ref. No. 5844—IRMA VOIGT Street& Locality: 1025 and 1125 West Cove Road, Cutchogue CTM 111-3-14& 15(combined/merged) Zone District: R-40 Low-Density Residential FINDINGS OF FACT PROP r ERTY FACTS/DESCRIPTION• The applicant's property consists of approximately 59,400 square feet, eferred 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 364.75' 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 1 and 2 on the Map of Alonzo Jersey,filed in the Suffolk County Clerk's Office as Map No. 763. BASIS OF APPLI ATION: Article ll, 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 limitation of 40,000 square feel minimum lot size. n2t UESTzoning squarimately feet, square 3 feet square et 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 lot 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 Appl. No. 5844—Irma Voigt CTM 111-3-14 and 15(merged/combined) (3) The waiver will avoid economic hardship. (4) The natural 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: 1. Grant o/a waiver to unme e a land area of 28 200+/-s uare feet from the exiS 59 400+1 square foot lot size s not consistent with fors in the nei hbofi A waiver would result in the creation of two 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-Density Residential District. The westerly 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) would be no 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 111-2-5;CTM 111-2-8.1;CTM 111-2-3.1. Others that are less than 40,000 square feet are mainly Improved with single-family dwellings. A single and separate search was prepared December 1, 2005 by Catharine J. King, for LandAmerica Commonwealth. The 2005 search 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 318M978. 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 sell the westerly and easterly portions of the applicant's 59,400+/-square foot parcel(CTM 14 and 15), after the property had merged. Proof was not submitted to 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 more 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 information Indicating that the taxes,paid for the 2004-2005 tax year,were$6,476.46 on the entire premises with a 6500 combined assessment value. There 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 authorization 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 with the merger to support applicant's economicaim of hardship. ll cant t es a o tr perty as xists Salued at$622000bu hat the p erly woudbecomemoeva valuable if t the estimated old under the of sale and if a waiver to unmerge were granted. Applicant is not obliged to sell when someone has a desire to upmerge the properties for the purpose of acquiring the vacant portion of the premises or to provide a benefit for increased income. 3. No evidence was submitted by applicant with regard to environmental impacts and potential effects under Section 100 26A(4) 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. Also, 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 lots 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 continuous period of time will result in 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 lots 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 Goehringer and Dinizio abstained.) This Resolution was duly ado .p-2). Ruu 1 D. Oliva, Chairwoman 42 / /06 Approved for Filing Nov 09 2010 8: 56RM FOUR WINDS ELECTRIC 6318630258 p. 2 11-08-iD; lt1:57 883D258 # 1/ 2 Hof sour '1'w u Halt ArnKx # # 7'ckl�K>tu Ri.R11 16.518t1'1 5075 Mrin Riwd MI 7fi.5.g�5 P(1.Ilnz 1179 roaer.richert�fown souQlolI MI &WOO d.NY 1197I-W9 8MIJANG nEPARTME ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Dqul P Ar iex i e vo Date: Company Name: LOO& Ujt.NDS n., p Name: DAVIQ Arzgi &,U0 License No.: r ress: Nl ST /(l o � at � c ne No,: J 3?e ' JOBSITE INFORMATION: (*Indicates required information) 'Name: �ar _ TU04- i(l rasa 'Address: /dS W&C •Cross Street: HA?iy orseC Rb _ 'Phone No.: I? 7a 29-a Permit No.: / Tax Map District; 1000 Section: Block: Lot: I!' *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Reno veY/ / tfe�,� Ra��J, cLonr by �UYBFv (Please CIrWo All That Apply) 'ts Job ready for inspection: �/ NO Rough fn inai 'Do you need a Temp Certificate: YES l(!!�) Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additlonal Information: PAYMENT DUE WITH APPLICATION �l II-�i_ lo e2-Regi eat for frapecim Form pr1 P L � gY. C'- a 0 6 Ik ioa , , 3 _ , TOWN OF SOUTHOLD OFIERTY RECORD CARD OWNER ' STREET VILLAGE DISTRICT SUB. LOT ,';I[` ,z � eStl(A�- lYi2�Set'1 '�' wq TT�OV-e_ Od :. C/ G /S0 ✓� O v �D/fZe TG�t/�C FORMER OWNER N E ACREAGE [ S W TYPE OF B f1LDING G� Onb eYJt vo .0 / RES,,�/p SEAS. VL. FARM COMM. I IND. CB. MISC. Elsa. sMkt. Value LAND IMP. TOTAL DATE REMARKSqT W. Q v2,264Qj/ v , a.d a feet Q" `� ✓—�G � Se��VJ9 eeo ✓ahnstuxe �o l�� f W o0 3 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm_ Acre Value Per Acre Value FRONTAGE ON ROAD T Tillable 1 D. JAYS.-- Tillable 2 DOCK Tillable, 3 Woodland Swampland Brushland House Plot Total r d� memo, .y„f. R' ■■ommo■■N■■■■I!i NONE FEW.. = - • d Rooms 2nd Floor It i 4w h Y 3 et' nrrrrr�r���rrsri���rr nr�rnrrr���rr��eNr rrr�nNr��.-rr:nnr NrrrrWHo��+�r►�r� � � .rrii::::��rrrr rrrrr�r�►rrrrrrri is'rr�i�r� r■nrrrrila�rra�r Invoice Date: 12/20/2005 La dAme 'ica File Number: 05304791 Commonwealth Phone: (631) 727-7760 Fax: (63 8 18 Custoomerer#:#: 87979 To: From: J. Kevin McLaughlin, Esq. Commonwealth Land Title Insurance Company Winds Way Professional Center 185 Old Country Road, Suite 2 44210 Route 48 Riverhead, NY 11901 P.O. Box 1210 (631) 727-7760 Southold, NY 11971 Regarding: 1125 West Cove Road Nassau Point, NY 11935 Record Owner: Irma Voigt �P�F� �'"b $402.00 $402.00 Single & Separate Total $402.00 Thank you! Commonwealth Land Title Insurance Company P Y 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 ,\ LandAmerica Commonwealth CONFIRMATION Title No: RH05304791 Sales Rep: Robert Gaffga Applicant: J. Kevin McLaughlin, Esq. Order Type: Informational Date of Application: December 20 2005 Attorney for Buyer/Borrower J. Kevin McLaughlin, 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: 1125 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 014.000 County of: Suffolk T/O Southold TRANSACTION: Single & Separate Survey Instructions and/or Additional Searches Ordered: WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS Confirmation Page 1 of i Commonwealth Land Title Insurance Company Title No: RHOS304791 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 ,\ LandAmerica Commonwealth SINGLE AND SEPARATE SEARCH COMMONWEALTH LAND TITLE INSURANCE 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: 111.00, Block: 03.00, Lot(s): 014.000 County of: Suffolk T/O Southold Commonwealth Land Title Insurance Company BY: Robert Gaffga Vice President Dated: December 1, 2005 Single and Separate Search Page 1 of 6 Title No: RHO5304791 CHAIN OF TITLE FOR SUBJECT PREMISES: 1000 — 111.00 — 03.00 — 014.000 DEED John J. Johnstone Dated: 03/08/78 To Rec': 03/13/79 Emil Voigt and Liber: 8595 Page: 67 Irma Voigt Emil Voigt, Sr. died 07/22/98. Suffolk County Surrogate's Court File No. 585 P 1998. Last Deed of Record Commo4Robert nd Title In urance Company Subscribed and Sworn to this 15' day of December, 2005. L_ BY: ga Vice President Notary Public. Single and Separate Search Title No: RHOS304791 CHAIN OF TITLE PREMISES TO THE NORTH: 1000 — 111.00 — 03.00 — 007.000 DEED Joan E. Foote Dated: 09/10/86 To Rec': 10/23/86 Joan E. Foote and Liber: 10152 Page: 168 Charles F. Foote DEED Charles F. Foote and Dated: 09/10/86 Joan E. Foote Rec': 10/23/86 To Liber: 10152 Page: 170 Kevin D. Foote DEED Kevin D. Foote Dated: 04/02/87 To Rec': 04/10/87 Sukru Ilgin Liber: 10291 Page: 286 Last Deed of Record Commonwealth Land Title Insurance Company Subscribed and Sworn to this Vt day of December, 2005. BY: Robert Gaffga ;t �, Vice President Notary Publjc;... Single and Separate Search C 6:,r ess•cr,uq irea dac. Title No: RHOS304791 CHAIN OF TITLE FOR PREMISES TO THE SOUTH: "West Cove Road" Common we Land Title surance Company Subscribed and Sworn to this 1st day of December, 2005. BY: Robert Gaffga Vice President Notary Public .«.\w3c Single and Separate Search Title No: RHOS304791 CHAIN OF TITLE FOR PREMISES TO THE EAST: 1000 — 111.00 — 03.00 — 013.001 DEED Alita L. Martz Dated: 07/14/72 To Rec': 07/17/72 Marion M. McCall Liber: 7199 Page: 95 DEED Aimee Miller, as Executrix under the Dated: 07/05/95 Last Will and Testament of Rec': 07/12/95 Marion Miller McCall, a/k/a Liber: 11732 Page: 809 Marion M. Robinson To Sara Trefman Last Deed of Record Commonwealth Land Title Insu nce Company Subscribed and Sworn to this 1s` day of December, 2005. BY: Robert Ga ga Vice President' — Notary Public Single and Separate Search h., Title No: RHOS304791 CHAIN OF TITLE FOR PREMISES TO THE WEST: 1000 — 111.00 — 03.00 — 015.000 DEED John Johnstone and Dated: 03/08/78 Evelyn Johnstone, his wife Rec': 03/13/79 To Liber: 8595 Page: 73 Irma Voigt Last Deed of Record Commonwealt nd Title Insurance Company Subscribed and Sworn to �— this I" day of December, 2005. BY: Robert Gaffgd Vice President -- Notary Public Single and Separate Search Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 LandAmerica Commonwealth CONFIRMATION Title No: RH05304792 Sales Rep: Robert Gaffga Applicant: 3. Kevin McLaughlin, Esq. Order Type: Informational Date of Application: December 20, 2005 Attorney for Buyer/Borrower 3. Kevin McLaughlin, 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 11935 District: 1000, Section: 111,00, Block: 03.00, Lot(s): 015.000 County of: Suffolk T/O Southold TRANSACTION: Single & Separate Survey Instructions and/or Additional Searches Ordered: WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS Confirmation Page 1 of 1 Invoice Date: 12/20/2005 � ndAmeric File Number: 05304792 Commonwealth Phone: (631) 727-7760 Fax: (63 8 mmonwealth Customer#:#: 87979 To: From: =Route48 ghlin, Esq. Commonwealth Land Title Insurance Company ofessional Center 185 Old Country Road, Suite 2 48 Riverhead, NY 11901 (631) 727-7760 11971 Regarding: 1025 West Cove Road Nassau Point, NY 11935 Record Owner: Irma Voigt ieaet3i�fao114 �- {%nppi Total $402.00 $402.00 Single & Separate Total $402.00 Thank you! Commonwealth Land Title Insurance Company Title No: RH05304792 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 LandAmerita Commonwealth SINGLE AND SEPARATE SEARCH TITLE NO: RH0S304792 Effective Date: December 1, 2005 COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD AND J. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 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 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 BY: Robert Gaffga Vice President Title Number: RH0S304792 Dated: December 1, 2005 Page 1 of 6 Title No: RHOS304792 CHAIN OF TITLE FOR SUBJECT PREMISES 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: 3/8/1978 Recorded: 03/13/1979 Liber: 8595 Page 73 LAST DEED OF RECORD Commonwealth Land Title Ins ance Company Subscribed and Sworn to this 27th day of December, By; 2005. Robert Gaffga Vice President Notary Publi�:;,.,r Single and Separate Search ;. 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: Karl Enselberg Dated: 12/19/1967 Recorded: 02/06/1968 Liber: 6300 Page 423 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 27th day of December, BY: `� 2005. Robert Gaffga Vice President Notary PublicA,.°c, ` i Single and Separate Search ,�- ®ua�ea;. Title No: RH05304792 Chain Of Title For Adjacent Premises South WEST COVE ROAD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 27th day of December, 3y: 2005. Robert Gaffga Vice President Notary Public CA Single and Separate Search �uaired,;.Sc �100 Title 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: 3/8/1978 Recorded: 03/13/1979 Liber: 8595 Page 67 Emil Voigt, Sr., died 07/22/1998 (585 S 1998) LAST DEED OF RECORD Commonwealth Land Title Ins rance Company Subscribed and Sworn to this 27th day ofDecember, BY. 2005. Robert Gaffga Vice President Notary Publ Single and Separate Search 6SUeliGBd o? ` „- ' CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE, made the �rday of (v6C?Qo-s- w- 7 BETWEEN IRMA VOIGT, as surviving tenant by the entirety, residing at 4970 Bainbridge Court, Liburn, GA 30047 party of the first part, and CARL E. JUUL-NIELSEN and PATRICIA CADAVID, both residing at 95 Hunters Drive, Muttontown, NY 11791 party 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 SEE SCHEDULE "A" ANNEXED HERETO 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 premises 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 party 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 Ntuv I%Jrl . ss: State of New York, County of ss: State of New York,County Of day of in the year in the year On the Y be the day of before me,the undersigned, personally appeared before me,the undersigned, personally appeared evidence to be the individual(s) whose name(s) is personally known to me or proved to me on the basis Of personally known to me or proved to me on the basis o satisfactory evidence to be the individuals) whose name(s) is satisfactory (are) subscribed to the within instrument and acknowledged to (are) subscribed /t the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in hislherltheir capacity(les), and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the the individual(s)acted, executed the instrument. thetindiinsrumeduah(s)individual(s), r the person upon the instrument. the of which instrument,the individual(s), or the person upon behalf of whit idual taking acknowledgment) (signature and office of Individual taking acknowledgment) (signature and office of indiv 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 eared l'"i day of 1�ILV'C tYL� in the year 2007 before me,the undersigned,personally appeared On the ✓ IRMA VOIGT d to me on the basis of satisfactory evidence to be the individual(s) whose name(s) Is (are) personally known to me or prove and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and subscribed to the within instrumenthe n the instrument, the Lich du earancetbeforerthe unpdersigned infthe which the individual(s) acted, that by his/her/their signature(s) o executed then Instrument,and that such individual made such app Trt ( of C" in Geor is (insert the City or other political subdivision) (and insert the State or Country or other place the acknowled Was taken) � . Fi i - - nt) (signal a and offlce of indim E1V� NOTARY PUBLIC dU '- AUM 14.3010 �r DISTRICT 1000 BARGAIN AND SALE DEED SECTION I11.0 SECT WITH COVENANT AGAINST GRANTOR'S ACTS LOT 03.0000 Title No. COUNTY OR TOWN STREET ADDRESS IRMA VOIGT TO Recorded at Request of CARL E. fL UL-NIELSEN and PATRICIA CADAVID COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO. FNEW YORK BOARD OF TITLE UNDERWRITERS JOEL JACOBSON, EST. Distributed by P.O. Box 397, 36 Mirrielees Circle ommonwealth Great Neck, NY 11021 A.V.NDAMEIUG COMPANYLTH LAND TITLE INSURANCE COMPANY / w U LL LL 0 2_ 0 0 U W K LL O w U tt O LL W U Q a N N_ H W K W N . .. r1�CL 11 ` IIA I IuHAL '4hl iJli j/'j 11h Fidelity National Title Insurance Company TITLE NO.07-7405.50765-SUFF AMENDED SCHEDULE A-1 (Description) ALL that certain plot, piece or parcel of land, situate, lying and being at Nassau Point, Town of Southold, County of Suffolk and State of New York, known and designated as and by the Lot No. 2 on a certain map entitled, "Revised Subdivision Property of Alonzo Jersey, being Plot 292, Nassau Point Club Properties, Inc., at Peconic, New York,, made utd completed April 21. 1980 by Otto W. Van Tuyl, Professional Engineer and Land Surveyor, flied in the Office of the County Clerk, Suffolk County, New York, April 28, 1930, file number 763, and which map was superseded made Ma) 9, 19'13, and filed in said County Clerk's Office in File No. 640 bounded and described as follows BEGWNJNG at a point on the northerly side of West Cove Road distant 320 feet westerly from the corner formed by the interseciion of the northerly side of West Cove Road and the westerly side of Old Cove Road; RUtv'N1NG T}MNC'E north ', 1 degrees 38 minutes 00 seconds west along the northerly side of West Cove Road 90 feet, THENCE north 18 degrees 47 minutes 30 seconds east 318.46 feet; THENCE south 62 degrees 58 minutes 20 seconds east 90.00 feet; THENCE south 18 degrees 37 minutes 10 seconds west 304,91 feet to the northerly side of West Cove Road and the paint cr place. of BEGINNING FOGFT HER with all rights and privileges, if any, of the party of the first part to use the 10 foot roadway extending wesi, !, from the Northwest Loop to the bay, as shown on said Map, as a right of way to the beach. THE POLICY 1'O BE ISSUED under this commitment will insure the title to such buildings and improvements orgy the premises which ^I fa'a Ce14,11irure eeal properry. FOR COVt'EKANCING ONLY Together with all the right, title and interest of the part),of the first part, of in and to the fund lying - t!:e surer in bon!of and adiotning said premises. i 71c:P11L£A-/ iUr_cnptron; - Rt� ;03rC3� I MAY-19-2010 15:52 FROM:CARL JUUL-NIELNSEN 5169219551 TO:16317659502 P.1/1 p E C E I W E MAY 1 D 9 2010 BLOC.DEPT. TOWN OF SOUTHOLD May 19,2010 'town of Southold Building Department 54375 Rte. 25A Southold,NY 11971 Re: Permit#34315Z 1125 West Cove Rd. Cutchogue, NY .11935 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 request. Sincerely, Carl JuZielsy� ;Y Ig SO�Tyolo 4 'I'm11 (Tall Annex # �( Telephone (630 765-1802 51375 Plain Road N Pax(630 765-9,302 P.O. Box 1179 Southold,NY 11971-0959 '41 UNTI III[ILDING DEPAR'I'YIEN'1' TOWN OF SOUTHOLD September 28, 2010 Carl E Juul-Nielsen 95 Hunters Drive Muttontown, NY 11791 OTE: $346.00 due for amended plans approved on 12/16108. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) . 6;tE Electrical Underwriters Certificate. A fee of 25.00 I! 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: Juul-Nielsen & Cadavid Report Date:08/14108 Data filename:C:\Documerds and Settings\User\My DocumentsiA ITOCADIMKSUUUL-NIELSEN&CADAVIDWntitied.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 1125 West Cove Road Cad Juul-Nielsen Mark K.Schwartz Cutchogue,NY 11935 1125 West Cove Road P.O.Box 933 Cutchogue,NY 11935 Cutchogue,NY 11935 Compliance:14.8%Better Than Code Maximum UA:541 Your UA:461 Gross Cavity Cont. Glazing UA D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 1246 30.0 0.0 42 Wall 1:Wood Frame,16'o.c. 3204 21.0 0.0 151 Window 1:Vinyl Frame:Double Pane with Low-E 358 0,330 118 Door 1:Solid 60 0.400 24 Door 2:Glass 137 0.330 45 Floor 1:All-Woad Joist/Truss:Over Unconditioned Space 1852 21.0 0.0 81 The proposed building represented In this document is consistent with 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.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her belief,and professional judgment,such plans or specifications in cc /pllianoe with this Code. Z 4 Name-Title '17,0 , ,v a lr . ,ti . Signs re Dale Project Title: Juul-Nielsen&Cadavid Report date:08/14/08 Date filename:C:\Documents and Settings\User\My Documents\AUTOCAD\MKS\JUUL-NIELSEN&CADAVID\Untitled.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection Checklist Date:08/14/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Alcove-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: I] Window 1:Vinyl Fmme:Double Pane with Low-E.U-factor:0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?—Yes—No Comments: Doors: ❑ Door 1:Solid,U-factor:0.400 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Jolst/Tress:Over Unconditioned Space,R-21.0 cavity insulation Comments: Air leakage: 0 Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights ere 1)Type IC rated,or 2)installed Inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3'clearance from insulation. Vapor Retarder: Installed on the wamrin-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Lj Materials and equipment are installed in accordance with the manufacturer's installation Instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. O Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply duds in unconditioned allies or outside the building are insulated to at least R-8. I] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. I] Supply duds in unconditioned spaces are insulated to at least R-8. Ei Return duds in unconditioned spaces(except basements)are Insulated to R-2.Insulation is not required on return duds in basements. Dud Construction: ❑ All pints,seams,and oonnec ions are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Project Title:Juul-Nielsen&Cadavid Report date:08/14/08 Data filename:C:\Documents and Settings\User\My DocumentsVAUTOCAD\MKSUUUL-NIELSEN&CADAVID\Unfilted.rck Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). O The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting rwncornbustible fireplace doors. Lj Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Cade of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: I] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is par of a circulating system. O 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 Table 1. Swimming Pools: All heated swimming pods have an orloff heater switch and a cover unless over 20%of the heating energy is from ran-depletable sources.Pod pumps have a time dock. 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 Title:Juul-Nielsen&Cadavid Report date:08/14/08 Data filename!C:\Documents and Settings\User\My Documents\AUTOCAD\MKSVUUL-NIELSEN&CADAVID\Untitled.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sims Non-Circulating Runoute Circulating Mains and Runoute Heated Water Up to i" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°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 Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Ran9eff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressura/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brim Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title:Juul-Nielsen&Cadavid Report date:08114/08 Data filename:C:\Documents and Settings\User\My DocumentsWUTOCAD\MKS\JUUL-NIELSEN&CADAVID\Untitled.rck Page 4 of 4 REVISIONS: rm,....3 D.11�._.--3 ,.uro°cm�Lai r . Sti �r � r3F,n[� Dodos r<NN. % die kt o ae4 1 z' °s8 ;�r. 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Z Ol A— / 11,L' WELL OCI' 410 / a I W 1 az / LOCATION G`Y ; aY O /UNDEVELOPED 3 ----------- r Mo nwro Noon �GjG� �/ t� G�S I mg' F_ PROPERTY - AvoWN snTr servo wrtn QV ` l• ELS�(> Q 10%GRAVEI SM / ----------- 1• mwx WNNDANDwar+ wFLL O`\ � P � 4 5�� �e• Q o� S / DEVELOPED Gp•,�P 4 lU i PROPERTY SJF�Ctap� 10-08-0046 i CTM# 1000-111-03-14 HOl10E O, PFIE BROWN NINE TO Z iMEDIUM SPNO Lu u w 1 1 IT NO WATER ENCOUNTERED TEST HOLE DATA :NNN / __� -`-`'�• �� TEBTHOLE DATA PF KMED By HcpONALD GEOAOIENOE N��D 0 Ex.WATER P.O.BOx 1000 - METER OWTHOLO,NY"Ill DRAWN: MH/M0 (O PH.(63U T6S96T OCALE: I" W� YF D EXISTING LOCATION FOR WATER METER 1009 " W 9��Or EST CO �GFOEPAVEM9 SITE PLAN A-1 (NORTHWE WEST ROAD op) SCALE: I" = 40'-0' � dRpf 'Vi SURVEY OF S ��lfF AF LOT N MaN 87p, L A9S� P oT REVISED SUBDIVISION PROPERTY OF 90 o0, ALONZO JERSEY a NN s 50.0 s$os°F 6+ BEING PLOT No. 282 OF E s SpxN�a NASSAU CLUB PROPERTIES, Inc. p? oZ 820" FILE No. 763 FILED APRIL 28, 1930 SITUATE NASSAU POINT TOWN OF SOUTHOLD 9000, SUFFOLK COUNTY, NEW YORK p 'xFr "N` S.C. TAX No. 1000- 111 -03- 14 gae f �v"OM°N zop o`f f SCALE 1 "=20' / OCTOBER 10, 2007 / AREA = 27,906 sq. ft. ?/ o, 0.641 CO. M ✓--FvoWo Po / 43 �' r NOTES: 8 _ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 500 e? 0.NIP SZ�W. CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK CARL JUUL—NIELSEN PATRICIA CADAVID POST Pa 4 / d , C d " " d v L ® a zw 00 � v 2 Q � o wr w �n..T• .. �, z°z, d �. wOearyp ' 2gi 5J ram. lv T fop, n a, H00s[-TOR}F �p3� r,4gaM�, zm yea• Alf �' @o uINs WAIk k Po�4ry ''z M e^DO Po q s Q� E I� y/ W � .N 71.3� / 8� M 0 a I 'oo L Do "ENOE pd' p1•$ kll • , , •• . .I•I 90 00• °ONc,DMp 320, O� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED EOCE of RA y EM a N FBy THE OR SUCH USE BY THE NEWYOORKN%ATEOLIAND di TILE ASSOCIATION. '� JJ l �TQ 1j,1, COjT� • �� .'a ' d . �d � �.�P'�C opJ �� � _ w. I soa6 "Y N.Y.S. Lic. No. 50467 UNAMORIZED ALTERATION OR ADDITION T SURVEY IS "'p °`SE Nathan Taft Corwin III SECTION 7209 OF THE NEW W YORK STATE EDUCATION LAW THE I-A OF THIS SSURVEYURVEYOR'S MAPINKED NET BFAR'"G Land Surveyor THE SEAL SHAD INKED SEAL OR TOBEEMBOSSED SEAL SHELL NOTCOPY, BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RON ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions - Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTHURON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PNQNE (B31)727-2Q9Q fO% (631)727-1727 TUTION. CER➢DCATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. H°% 1931 ANY,, NOT SHOWN ARE NOT AND EASEMENTS OF IF RIVERHEAD, New York 11901 Riverhead, New Ycrk 11901-0965 N G GUAUARANTEED. SURVEY or 3 � � �e ss,$ NNFCFpq s o LOT 2 , L sip 6 or f REVISED SLTDD]VISION " PROPERTY OF ALONZO JERSEY 3D.D o 0o s NASSeAUIN L OT No, 282 OFCLUB PROPERTIES, Inc, o a 88�QOF o'54/kIIII FILE No. 163 FILED APRIL 28, n30 SITUATE 10' NASS,AU POINT ~nN, TOWN OF SOUTHOLD so 4 SUFFOLK COUNTY, NEW YORK CC) + rHF� NNo S.C. TAX No. 1000-111-03-14 Oe F 6.6 4Or SCALE III=201 �„xm OCTOBER 10, 2001 DECEMEER 23, 2000 STAKE FOUNDATION JANUARY 10, 2008 LOCATE FOUNDATION AREA = 21,506 Eq. ft. aj 0,641 m ejcta RolcwcL d $ NOTES: I. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM 3 rc EXISTINS ELEVATIONS ARE SHOWN THUS: So.D � p s Ti m0 nt' F> ° O CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK CARL JUUL-NIELSEN PATRICIA CADAVID a na PosP� pia' �7 ti ec r E G n h N o0ge i y o o���4ruru y Q YZ 4x N n3, DNCRSTEE oo �ND,y T40� �a � c w h 349, � 3 0 3 pu b, � m o 0 n E4 Q r A 10 VO FENeF o6F`-F • 036. O W 4 • . �r, 9000, 60.3 . . '°urn 320 • • . . co yC FAy N- O 5REPARm 4 ACCORDANCE WITH THE MINIMUM ADLIS MED `/� • AGE OF PR',O'T Sy THE4 4 U,S ANS FOR TD A-PROVED AND AD -TED 1f\_'.1 •' d FOR&ICd USE Al THE NFL I.R.STATE-ANO VV Fd TITLE ASSOCIATION. d '. :d F e � •d d S f �oRrN wFspD e ' N.Y 5, LID. No, 3Od61 UNAUTHORIZED ALTERATION OR APOMON --ULCADI CNNSdE, W I°`VII LATI°"D. Nathan Taft Corwin III ON _ I - EPucnnen LA�w OOP ANDIWor IS SURVEY MAP SEAT Land Surveyor 2 (2 nn D THe LAND AWD T E C INKED seAL DR IIIIIuilll5✓`1I11/u\'ll1 ES Lr V EMBOSSED SEAT 6HALL NOT BE CONSIDERED TO ME P VALID TRUE COPY CERTIFICATIONS N°ICATED HEREON SHALL RUN q p ONLY TO THE PERSON FOR WHOM THE SURVEY APA L 2009 IS PREPARE°,AN'ON HIS BEHALF TO THE TI{IO $UrvcyS — 5ubdlvleloM°— SftS plepe — GOMArNctIOH LdyOW TIRE C MPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUT ION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING ASTI- PHONE 1631)121-2090 FEx (631)121-I121 TUTION CERTIFICATIONS ARE NOT TRANOFERABLE. eioc.uePr. TawN of sauTeoto OWICES LOCATED AT MAILING ADDRESS THE IOR E SE EN RIGHTS OF WAY 322 ROANOKE AVENUE Fo Sox 1e31 AND/OR EASEMENTS R OF RECORD, IF RIVERHEAD, New York IISOI RlverNeed, No. York InOkO� ANY, NOT SHOWN ARE NOT GUARANTEED. 21-36 p00FIPMNAGF REVISIONS Wa 5Q Y?G, x2" RAIN PER HOJR(,167) - CJ FZ # a 52E 2, L(5) 10/23/08 1) F1'-one'-o° 9 M I,I 11/18/08 _ RES'cNe'Ck SoftwareVSfS'i0714.1.•3 2851,87 X1,F7, x2" RNN PEI?NOUR(�I67) - 976,26 (1) k'-O"x8'-O" nMI,II, s ._-',a. x '1" "'y .;��•x it a• s tir Compliance Certificate :w NOIE:W P.JOCM%a TPVC 9R)vvl l l s Z PE I.00ATIV MIN,GP 20'-O" RROM 5EP1IC 5Y59M R Y r V Project Title.Juul-Nielsen 3 Cadavid 511 7f'.AINAa _ Rapur[Gam-6aG&3� SQWRE RT(i 12" RAIN pEK NOJR C 167) -CJ,R7(4 ++ &517J;t7RyWElI.(5) ���Y��,g���Y �� � I Data elannme.r-•nccum.�.s ana samngsrarnanlnr Gorrn•.anea��Pwm.Mw.suuu..nlees=_NacnoxvlGruneuaa:ar — b�s � +, r 1 Ene ur GPaa C..h GensI.. 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EXI511NCx C3) 2r8 h\\\ _ — _ — �RN�w nos EAwAv WITHOUT CERTIFICATE prop 51M a' r LLJ 34 OF OCCUPANCY J�� slia'msn CO, ON o �rei L. n NOTED / rANING WAIL , / .M��' t ,I I � t (D 2-o"k2',O"� N-o'PC.PAP N/ APPROVED AS NOTED � � � � � J DIll— ATE:iLl� S.P.�r3�3 s / i 11 �m r 006 U J L. r:+/•;.x.; FEE:L-IL7, - NOTIFY BUILDING DF�nnTMEIJT Al' 765.1802 8AM TO 4FM FOR THE `; 3 NO / / WNUF �rtHQt� 0 FOLLOWING INSPECTIONS: 7 1. FOUNDATION - TNO 6E0[J13ED SEC, — - - - - - - - - - - - - - - - - - - - - - - -T FOR POURED CO"CRETE /^ - - - - - - - -- - - - - - - - - --- — — — — — — — - - - - - � a INSU�ATcoN°'IrI;,,1 Pwlar.ING STORY 2. ROUGH - FRAr.,NG , EXISTING MUST / , 51_ '1 / DE COMPLETE L--r RESIDENCE ; ALL CONSTRUCTION : 'JLL M-ET TRF COMPI_11 V'/'TN ALL CODES OF I REQUIREMENTS OF,I'E CODES OF NEVV 1 _ / , ' j LU I I p�j 1'CF-'" CTATE & TOWN CODES I YORK STATE. NOT LESPONSIELE FOR REOUI AND CONDITIONS OF I DESIGN OR CONSTWGTIGJ ERRORS. _ , �' / 2 2 ----r'" LOTA°EA'. 27 906 50, FT, I SOUTHOLD TOWN ZBA I 1: SOUTHOLDTOWNPLANNINGBOARD I W O EXISTING NOU5E', 199C 5O FI' ❑ ❑ ❑ SOUTHOLD TOWN TRUSTEE S a 3 /' O / a- L - - - - - - - - - - - - - - - - - N.Y.S,OEG L Q i y i C� / O OVA — — I , o � PFOF05FP APPI[ION: 25C,76 54, Fr00 , ZZZ PPOF05Ep oLRIep 9 ) 1 SodGa . Z 2 ' VNFJN WA,,, ror& cLo AREA: �z�o� F 5FE Z) Ln CD L �I FO-AL LOf COVEF,AGE: 6,09% W LU O IZrMOVE EXI511NG % d z PA9 RA3 0a ' . r - ' . C��-' " . Ln PLUMBER CER.TIFICATION NiMLIIt. ( IONS 7 CONTENT BEFORE ON LEAD 38 0o� � _.. U CER.TIFlCATEOF000UPANCY - / 5CTM# 1000-111-03-19 1 SOLDER USEID IN WATER i 1 � 1 SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD N 90 QOr r) � ALL C "'"{ALL MEET T' O COI, WEST COT T EDDE PLUMBING (NQR ] tT V DF PAVEMENT DRAWN: IG ALL PLUMBING WASTE .1-" Tjtj I�O d` e4' LINES NEED TWO AD SCALE: AS NOTED TESTINGSEF RECOVERING wa JUNE 27, 2008 x,�, � �;� -� �E',F SHEET NUMBER: 1 FOUNDATION PLAN 2 PLOT PLAN , ` A-1 4 ° A-1 = _ A- 1 REVISIONS r 0000 II I� s --------- ------------- ---= 'i== =_-------- --------------- _ ___________________ _____________________ ____ ==5 tt ______________-________-_____-_--------'==------_'______= ' i 1 WEST ELEVATION 2 NORTH ELEVATION 0 a, U m---- -------- o � w u m r_ ____________________________— _________—____ ___ -------------� t�=='=-----_---__---= _--------------= -===== =t----------- ----, .-- --------------------------------------- --------------------- ----- F ----------------- s EAST ELEVATION 4 SOUTH ELEVATION A-2 ' e — V z O F— F�--I 0 Z z O CL z o z EXISTING GARAGE ~ GARAGE r — J v) LL] H� s W a 47 Ui N r O 5 EXISTING EXISTING IXISTING L^ MUDROOM KITCHEN BEDROOM W , V IX T LIVING ING ROOM i Q Uj Z Lu > EXISTING , ^ Q Z V / V BEDROOM W J W Lu w (] ~ 3:Ln U z +--i-K U J iv z =fF' DRAWN: JG SCALE: AS NOTED a _I 6 EXISTING FIRST FLOOR PLAN Jos #: s EXISTING FOUNDATION PLAN , ,r� Y� s ��� , JUNE 27, 2008 A-2 A 1 g'=1'-0" ��n' �yti9 ,W SHEET NUMBER: A- 2 REVISIONS WlFY NEAMk-WN (3) 9-1/2"MICre01-AM 1VR, (3) 7-I/4"MICKdi-AM N171'. ® R 11® � I I it I UNF NISHLD ATTIC SPA E o O EXISTING C) �QG GARAGE " o NO N N � CN-1EKE7) � N I II II I I I I 1 NEW 5/8"YIEEf ROCK MIN.OF NEW FIB c0%E X ON WALLS a MUN6 � ji i jj c BLUESTONE 5ELF-aa51 II fff PATIO ® RA1 VYl 8 naOR 6-6gu 16'-68' g -p 2 N (2) 9-I/2"f�IIcreOLAd N9R, (5) II-V/8" MICP AMa � � ? 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WALLS A- 3 A-3 1/2"=11-0 REVISIONS WIIN:200/& EX pia 1700P, 6CHsr)u,E 5YM MFP UMr F'OL(N OPENIPG WIE5 1,1i Q ANPE15FIN CXWI4 ?'-OI/Z" x4'-01/^" Vbl`LALING EXISFI ,NiNaP Aiw,5 b ANPEfSEN LXW245 5'-5I/9" x4'-55/8" PPOVIPE5EP/V.AIE I'F:ILINCi INC 4EAIMTAWAY ISl fl. ANPE:'5EN 11N211,16v/PNR415 2'-61/b" e6'-7F/8" 5-I/�" 6LO,_7,1,16 BE1IM1)iNa rpA+6OM i 19 P� 13� P AKIaEP�N f1l2 v/NVR419 6 2'- 1/8' 6'x -75/8" 5-1/7' 5L00',ING BE WEEN PI e O1A6OA 2r10 kP OIOI? 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DECK O_ 412 (2) 2X10 O zLl W > Z yl� O Z U) U a � Lu W w 0 I A-5 A-6 J _ E16 - � Z Ln t2) ZXIO (2) 2XIO 2x10FR, _ - - - -> G- - - - - 2x101,I' 0I6" O7, Z 12 96,56 -� rn DRAWN: ]G SCALE: 1/4"=1'-0" 108 #: a JUNE 27, 2008 ` SHEEf NUMBER: 1 ROOF PLAN A 4 4 -o A-4 REVISIONS M1'HU -�- E117rn"E cowrHOL6 -- - -- - - - - -- - - - - - - -- - - - - -- - olrlrvewr MIL'PDLMA I � 2 •.�,� @� G 2c �i4PooF U r-f � / •\ \ _ k-5/'ham i ,r �\o ✓��O ����l6ii �'h'I/2 --� — - - rv,209 rL PORVEP r01'PLATE o jfJ�'n ql`v C��I J' NEW BEDROOM 1 —L 12 r I III III IIII IIIILI u u u15� k I- - JL - - - - - - ILI- - - - - - - - - - - - - - - �I- - - - - - - -- ._ - - - - � - - cv,AIM rkILvvh 51'FL001'FIN,OUNG _ _ L`+EL— FW,LEILI N NEwII-�/e�� rslrLeoPsolsrs@IU��v�er i D � oI � � Nr N IR FRI v 1,nrru RIti mpP ornr m if_l' [ — NEW : .`id V - MASTER - ? w - BEDROOM it z0 m _I I d o L.o 15M FIK toor N - _ - r,o, IsrrL rim 1LLI _ CIPAZ 61PTC NEW NEW d CRAWL CRAWL o SPACE SPACE a II li it II - - - - - - - - - - -- II I I it I I I PJEMc7�LE.€kISTI(� I I II II II II PAnv e siu� -; I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cn z 1 SOUTH ELEVATION K2 SECTION O A-5 1/4"=1 -0" A-5 1/4"=1�-9' 0 oz � QOczs o � o 0waj 0. -- -- - eL ' — IIII � ON6 Il' I—I Q QI' � �IIII� w ice- II III „r _ _ - IsrrwaPPlvl,c�ILIwL �' O u_ ce - �I W r r 171LI z p III —�� v • V Lu � _ _ � (D L. Lin V - t N Iu¶�I _ IL h yL P . a - 1 rl II �- r Isrn,Flu,r'.avz U _ _ _ - - - - - _ - - - - - _ _ - - - - - -  I- - = - ---- - - - - b. _ U - - - - - - - - - - - - - - - - - - - - II II II II n II II II II I II II II II li II II DRAWN: JG I SCALE: 1/4 1-0" — — — — — — — — — _ ._ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - — Lady"...... .=4 _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_� - - - - - - - - - - - - - - - - _- � f✓✓�','s ,at ,; �,�„c� JOB #: JUNE 27, 2008 �i -OPT, SHEET NUMBER: s WEST ELEVATION '`° k, 1/4"=1 -0" REVISIONS coNrINLOLK — — — —�Irue __ - - - - - - - - - -- - - - - -- --- - - - - ----- - -- _ _ — -- --. - - - - - - - --- ---- - -' Sorel r vW:-L— -- - - - - -- - - ----- 12 - I — I—I — C W ® — L_I CHE CC I� -I _IIJ.1 - s 4 N w iI- i e r w o 5�0 i6, o c -- — — 15i U oor rIN,�zILINu IFT Q I�� 4 NEW� LIVING ROOM �C CI CI C - v w f' - �- ViI _ L CT I C a o, Isr r�,FIN FOR X, � ❑ - - - - - - - - - - - u - - - --- - - _ = - ` - - - - - --- - - - - - - - - U --- -- - -- f — — _ — -- rrne c�:nire � —— —— — II II II ! II I II II II II II I ---__-_ _- -- - ------_-_ ____� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ - _ _ _ _ _ _ _ _ _ _ _ = = = = = - - - - - - - - - - - - - - - - - - - - -___ Z O 1 NORTH ELEVATION 2 SECTION z A-6 1/4"=1 -0" O OZ W QOU) Lu o pw w - - - -- ______ - - - - - - -_ - - - - - -_ - - - - - - - -"—_ - - - - - -_ - - -____________ - - - - - - - - -- ____ __�; � J 01 - - - - -- --- - - - - - - - - - - - - - - - - - - - — — - - - - - - _ Q - - - - - - - - - - I A u � 06 Jill iI � I LI hill r �r W u nlI lu � _____ _ Ilu Isrl'L001'riN,MUNc— --___ T �_----- — ` - - - m - - -- - - - ® - - -- — L sis = Q I W 6 z 0 -i- - = U ❑ l u _ ❑ CIC - e r ,_ _ u J L J I_I I �,I_� 1 ~ 3:: O �a� Isr,r�rIN�r��� �'� n _ _ __ _ it 11 _ ➢, II _ __ ��J �Llil � U r I ill II II II � ! = rn II II f II II II r I f f - ,. DRAWN: JG r - - - - - - 1 - - - - - - - - - - - - - - r -- - - - - - - -- - - - -r- - - - - - �I- - - - - - - - - - - � + ,;Iq SCALE: 1/4"=1' 0 -_ - - - - - - _ _ _ - _ - - _ f -- - - - - - - - - - - - - - - -- �- - - - - - - = f- C - - - - - JOB #• — — � JUNE 27, 2008 SHEET NUMBER: s EAST ELEVATION ' 5 A- 6 GENERAL NR L NOT s WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: I 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION ON R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4 JOINT DESCRIPTION NOTES RESIDENTIAL DWELLING NAIL NAIL BUILDING USE When a collar tie is used in au of a ridge strap, the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (BEE PLANS) in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. RAFTER TO &WALL: 3-8d COMMON EACH TOE-NAIL CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT, OF CONSTRUCTION (SEE PLANS) 1), The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL intent and framing details They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall he in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters DESIGN CRITERIA State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate aind the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 2006 SESC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL PARALLEL RAFTER WFCM - SBC LAP NAIL construction details and procedures to ensure a professionally finished, structurally the to shall bte connected with uplift connections iRoofs rdanceoverhanging with table 3.3c.rake ide of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT.FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. OVER PARTITION WFCM - SBC LAP NAIL DEC BALCONIES 40 3 .WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 m The General Contractor is responsible for ensuring that all work and construction Wall studs above and studs below a floor level shall he attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 meets current federal, state, county and local codes, ordinances and regulations, etc. accordance with table 3.3b. When wall studs above do not fall in line with studs below, the These codes are to be considered as part of the specifications for this building and BLOCKING EACH TOE ATTICS w/ STORAGE 20 should he adhered to even rf in variance with the plan. studs shall be attached to a common member m ribs Floor assembly with uplift connectors m 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS accordance with table 3.3. TO RAFTER ROOF (GROUND SNOW LOAD) 20 RIM BOARD EACH END OLIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 3). Dimensions shall take precedent over scaled drawings 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL (DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: GAA Rs 40 4). The designer has not been engaged for construction supervision and assumes no p NAIL NAIL GAURDRAILS (ANY DIRECTION) 200 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NOTES construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the CITY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT, C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be usedl with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION PAGE ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE + GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. 4 - 1Ed COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE BEE GENERAL NOTE P G 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 6). TYPE I EXTERIOR SHEARWALL CONNECTIONS. STUD TO 24" FACE EGRESS SEE FLOG PLANS AND WINDOW SCHEDULE Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior 2- 16d COMMON or exceeds manufacture's specifications and applicable codes. STUD O.C. NAIL Byrn.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO FIRE PROTECTION SEE FLOOR PLANS 16d COMMON 16" O.C. FACE (SMOKE / CO2 DETECTORS) 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" or. at panel HEADER ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS I RESCHEC 8).Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE. 1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 1). The General Contractor and Mason to review plans, elevations, details and notes to SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS. FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to he increased when JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO _ 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. 11 NONE 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting 4- Bd COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL.OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attachied with uplift connections in accordance BRIDGING 2_ Ed COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4) Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD he installed with#5 re-bar, 18" long at 12' o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE TO JOIST 2 -gd COMMON END NAIL 4' PERIMETER EDGE ZONE Ed COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH F poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs here a ridge is to I used S a structural beam4 the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE Ed COMMON @ 6" O.C. 8d COMMON @ 12' 0 C. NOTE: 2 FOR PANEL F to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with anchored on top of the beam or slope connector(s shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6" maximum lifts (layers). alongthe open ceiling art of the building, Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24' access opening. Install one p 9 p 9 TO BEAM 3 - 16d COMMON JOIST NAIL NOTES attached with the above requirements. 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -Sd COMMON PER TOE TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of BAND JOIST PER END N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. TO JOIST 3 - 16d COMMON JOIST NAIL 1). Far roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. the 4 foot perimeter edge zone attachments required shall be used. BAND JOIST TO: 2. 16d COMMON PER TOE NAIL 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. ROO SHEATHING: For framing members with o0.42<G<0.49, the nail spacing shall be reduced to 6 inches 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 3) Tabulated 4 inch c.c. rash spacing assumes sheathing to rafter/truss framing members with G>0 49. For QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2' dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURALPANEL 8d WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. CEILING SHEATHING: Douglas Fir. 4) Deckjoists to have blocking at 8'0 o.c.. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be Installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 4' EDGE ZONE Ed COMMON @ 6" O.C. Bd COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) otherwise. Ledger to be fastened to building with 1/2" dia. Molts with washers and nuts NOTE: 2 FOR PANEL FIELD where needed. GYPSUM 7" O.C. EDGE INTERIOR ZONE Bid COMMON @ 6" O.C. Bd COMMON Cu) 12" O.C. SEE NOTE: 3 4). Unless otherwise noted , all bearing wall headers to be (2)2x10 #2 + BTR. Doug. Fir. 5d COOLERS WALLBOARD 10" O.0 . FIELD Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). QTY. SPACING and blocking where applicable. l 8). Covered Roofs shall he assembled and anchored the same manner as a typical buildin STRUCTURAL AS PER TABLE 3.9 be For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements she ll YP 9� PANELS Bit COMMON WFCM - SBC be used. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PLUMBING NOTES anchors where applicable to all connecting joists. 7/16" OSB W COMMON 3" O.C. EDGE 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with PLYWOOD 6" O.C. FIELD G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 6). Double up floorjoists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential GYPSUM Sd COOLERS 7" O.C. EDGE Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD 10" O.0 . FIELD 3). For exterior panel sli img, galvinized box nails shall be permitted to be substituted for common nails. on plans. 2 . Vert se tic s stem with the En sneer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or ) fY p y 9 other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY QTY. SPACING 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON 6' O.C. EDGE HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD where applicable unless otherwise noted. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floorjoists NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACC:under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3). INSTALL 1 - Co2 DETFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements THESE NOTES ARE ONLY TO BE REFERRED TO IFRroo1a nee Provide insulation baffles at save vents between rafters. Install draft blocking as MENTIONED IN SCHEDULE NOTES ONLY. Section king shall - ID& provided G REQUIRED needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizoniaU equipment supplier. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final systems layout drawing and submit it to the General is nailed 3" on-center at the panel edge to obtain higher Contractor and owner for final review and approval. shear capacities, nailing requirements for structural 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor IJ. In concealed spaces of stud walls and partitions, including furred spaces, t the ceiling c floor ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be ftreblocked at intervals not exceeding 10 adhered with PL400 adhesive and screwed to floor joists. Finished floor to he installed ELECTRICAL V such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glace fiber shall be allowed as firablocking In walls constructed over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). When wall sheathing is continuous over connected using parallel rows of studs or staggered studs, 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and members,the tabulated number of nails shall be permitted ad by a gwalified Underwriter. to have regular 1/2" sheetrock. All walls to he taped and finished. to be reduced tot - 16d nail per foot. 2). At all interconnections be concealed vertical and horizontal spaces such as occur at soft Its, ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2).All electrical work shall be approv 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop callings and cove ceilings. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or of N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3), In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 4). At openings around vents, pipes and ducts at rolling and floor level, to resist the free paseage of be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products or combustion. 5), For the fireblocking of chimneys and fireplaces, refer to Section R1001.16, N.Y.B. Residential Code. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER CRIPPLE STUD WALL STUD BOTTOM PLATE ° RIDGE HEADER LEDGER BATHTUB 4 SIDEWALL DOUBLE JOIST JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST. FLOOR CONNECT THROUGH ALL OPENINGS LSTA12 1-114"xi2"20ga, STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2xe LS26 iega SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS. UNDER WALL THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER I LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD lj THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN FOUNDATION - - SIDEWALL FLASHING VENTILATION WOOD JOIST - - - - - FINISH WALL AND MOISTURE TOP PLATE BLOCKING \ 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER INSTALL 4'0"O.0 /,,1 THE SPACE VENTILATED. ALL OPENINGS 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS ON ALL OPENINGS 4SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0"O.C. / FLASHING G TO FORM CHANNE LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF%INCH IN DIMENSION. x3 8"-14" LSTA30 1-1/4" 0" 18ga.STRAP ANDJACKSTUDS _ AND SO AS TO MAINTAIN AIR SOFFITED SAVE ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18 a, TYDOWN ANCHOR CONNECT TO INSTALL4'0"O C EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 8„ CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"- 1fi" LSTA36 1-114"x36" 18ga,STRAP ANDJACKSTUDS 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \/ EXTENDS UNDER SHINGLES AT I RIDGE CAP SAME MATERIAL ASS SIDES 4 INCHES AND LAPS ROOFING NAILED TOSHEATHING SHINGLES AT BASE MIN 4 INCHES THROUGH VENT WOOD JOIST I� TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48.00 WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SNDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES 60 RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELIS AND 4"-B" LSTA36 1-1/4"x36" 18ga. STRAP ANDJACKSTUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWNANCHOR FROM PEAK TO ALLOW FREE RAFTER TO PLATE OVER RIDGE TO THE PROPER STEEL CONNECTOR. 8"- 1fi" MSTA48 1-114"x48" 1figa. STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS DBL,SILL PLATE TERMITE SHIELD r- - SILL GASKET SUBFLOOR' / WOOD JOISTS CONC. SLAB NEOPRENE _ TDA PPROONC. FOUNDATION n f 2x6 /2xB OONTINU0IAS WOOD PLATE 6 MIL. POLY - GASKET DAMPPROOF EXTERIOR � � - IL " - ' GRANULAR FILL ° _ i 6MIL POLY ON EXTERIOR - BOLTED TO STEEL BEAM WITH 1/2 " CIA. BOLTS w 48" a.c. STAG. ° v n � / ` STEEL COLUMN p e ' L CONC. SLAB a p 'p - e d e \ ROOF JACK �� �• e ( A \ o ).p v //t . STEEL BEAM COMPACT FILL Y . p V V ROOFING LAPS TOP 1ANDxBOTTOMLPLATE KEYWAY FOOTING o p ° /1„� • p G a ] FLASHING AT e CONC. FTG .'p Gp G o' I WITH 1/2" x 6" ANCHOR BOLT o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP •• n (USP LBP558 0R BP583) 1/2" GROUT o p REINFORCING BAR DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA ANCHOR BOLT 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM _ CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN 3"STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM SLAB-ON-GRODFOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL CONC.610/10 AB / i i �— SUHFLOOR 6X610I10 WWM DOORFRAME COMPACT FILL DAOORG�� USE 2X8 o--- JOIST FOR BLOCKOUT STEEL BEAM 4" SLAB It _ P.T PLATE W/ 6X6 WMM SLOPE 1/2"AIRS�E I p <� 4"DRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT __ - c A ENDAND DES OF WOOD p e 1,V TO(WITH APROIX112 POR HIGHER THAN zr • ^ 4 4 D BEAMSoLATE IF NEEDED) p 2-p • e• STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE -zr- ° a ° .•` • 12" 6X6 W.W.M. •- - - e n- -•• � e I = =�ili a ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) MIN. q,A �� a !'e •e �\ NOTCH BEAM FOR MUDSILL IF REQUIRED-- MAXIMUM ae c ° p e p m L '4 P," Av _ � p p <I REINFORCING BAR REINFORCING BAR NOTCH EQUALS IA DEPTH OF BEAM U= D ' o' e, ° ,--SUBFLOOR 'e ° e a• e o ° W GRAIN TILE t ► �" - 12" a e SHEET METAL 130#FELT UNDER BEAM AT POINT ° 3 OF CONTACT WITH CONCRETE OR CONC BLOCK _IT_rtL _ STEEL BEAM ; TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS SHIMS TO LEVEL BEAM PLATE �•' REINFORCE FOOTING WITH(2)94 REINFORCING BARS. (BOLTED TO BEAM) • %• 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT � BEAM POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE z TO HEAVY MODERATE RAFTER JACK STUDS Co M RAFTER-TO-LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OCWITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 L526 Saga, SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS LSTA12 1-1/4"X12" 209a. STRAPI APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER I 2X10 LS210 I18ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 1-1/2"SPACE Girders on concrete piers shall be anchored with proper steel connectors anchored MINIMUM into concrete with a minimum 1/2"all x 7"long anchor bolt with washers and nuts. 3). Pasts supporting girders shall be anchored to a minimum 24N24"x12"thick concrete footing. Use a minimum 1/2"dla x 7"long anchor bolt with washers and nuts. Footings Shall HANDRAILS RAFTER be 3 R. below grade. RAFTER 4) Deck joists to have blocking at 8'D c c 5). Flashing shall be Installed between the building and ledger Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers TOP PLATE POST and nuts at 16"ox TOP PLATE 6). Concrete piers Shall he a minimum 6"all grade. BALUSTERS 7),All joists to be supported with hangers and anchors. Each Joist shall also be anchored WALL STUD RIM/DECK JOIS4 to girders) OPEN BALUSTER ATTACHED To WALL WALL STUD ° ° 8).Covered Roofs shall be assembled and anchored the same manner as a typical building for anyn contact with limpson ACQ and anchors with Z-MAX Cripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION (APPLICATION CONNECT EACH SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4"-6" RAFTER RTIO 10-3/4" x 18ga.TYDOWN ANCHOR (CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE EACH RAFTER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL I PLATE/WALL SPTH4 STUD PLATE ANCHORCONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/B" x 20ga,TYDOWN ANCHOR 'CONNECT TO PLATES 70 EACH STUD EACH RAFTER ROOF SHEATHING: NAIL JOINT DESCRIPTION CITY SPACING NOTES STRUCTURAL PANEL Bd AS PER TABLE 3.8 4" MAX. WFCM-SBC 4' DIA. MAXIMUM GIRDER/HEADE GIRDER/HEADER ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES ? ]OIST POST/COLUMN QTY. SPACING 0 o RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL POST/COLUMN TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST 8'WALL 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-Bd COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3A EACH FACE TO RAFTER WFCM-SBC END NAIL DECIG/PORCH RAILING SPLICED JOISTS OVERHEADEFt/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/ KC49POSTCAPANCHORAPPLYTOFACHCOLUMN BLOCKING 6x6 SOLID COLUMN PBS66/PBSE66/ KC66 POST CAP ANCHOR APPLY TO EACH COLUMN 2-8d COMMON EACH TOE LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON S7RR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD EACH END TO RAFTER 2-1fid COMMON END NAIL a BEARINGPATE WALL FRAMING: GIRDE JOINT DESCRIPTION NAIL NAIL a CITY. SPACING NOTES o TOP PLATE TO PER o \ Z TOP PLATE 2- 16d COMMON FOOT FACE NAIL WOOD JOIST YV, TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA SIDE NAIL LEDGER STUD TO 24" FACE GIRDER/HEADER CONCRETE PIE STUD 2 16d COMMON O.C. NAIL WOOD JOIST HEADER TO 16d COMMON 16`0 FACE WOOD JOIST HEADER ALONG EDGES MAUL TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/CARDER DOUBLE 2x BOTTOM PLATE TO CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (MINIMUM) FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT FACE NAIL LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @I6"OC WITH WASHERS THE PROPER STEEL CONNECTOR. FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING I I OR BEAM IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION1 USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. REQUIRED ROD 1(2) BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIER FOR STU (3) BEAMS PAUfi6 OR WE66 POST/ BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER DECK FRAMING: TOP PIECE OF SIDING AND NAIL NAIL LAPPED OVER FIRST CONTIN. JOINT DESCRIPTION Qry SPACING NOTES PIECE OF SIDING BELOW THREADED ROD JOIST TO',SILL,TOP PLATE OR GIRDER JPER OIST NAIL q-8d COMMON 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT BRIDGING 2-ed COMMON EACH TOE CONNECTED TO BLDG. @16" OC TO JOIST END NAIL MINIMUM POST BLOCKING EACH TOE WOOD JOIST END DISTANCE TO JOIST 2-8d COMMON END NAIL BLOCKING TO: 3-i6d COMMON EACH TOE BLOCKING SILL OR TOP PLATE BLOCK NAIL � FLOOR FRAMING LEDGER- LEDGER STRIP 3- 16d COMMON EACH FACE 2x JOISTS o - END NCE c TO BEAM JOIST NAIL ° " • ,• 12 xi2 x12 " > JOIST ON LEDGER PER TOE WOOD GIRDER ',8'• CONCRETE FOOTING TO BEAM 3-ed COMMON JOIST NAIL BLOCKING FOR JOIST HANGER - BAND JOIST LAG BOLTS TO JOIST 3-16d COMMON PER END BAND JOIST TO: JOIST NAIL v3 HOLLOW COLUMN UPLIFT PER RIM IOIST/BD. P �` n' 2- 16d COMMON TOE NAIL ,rr�r,' c SIMPSOR STRONG TIE E'S RECEL MFIND DECK POST FTG. CONNECTION SILL OR TOP PLATE FOOT SPLICED JOISTS OVER HEADER,/GIRDER NSALL AS MPSONSANUFACTURE'SRECOMENDATIONS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AiND LOCATION USP NUMBER DESCRIPTION APPLICATION � ° DECK/PORCH LEDGER CONNECTION USE WITH RT10 NDOWN ANCHORS 4X I POST PAU44 0R WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING E 6X6 POST PAUfi6 OR WE661 POST/ BEAM ANCHOR APPLY TO EACH FOOTING ha ! Ai WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA LEDGER GROUND WIND SEISMIC WINTER ICESHIELD RIDGE SNOW SPEED DESIGN WEATHERING FLNET TERMITE DECAY OEBIGN UNDERLAYMENT FLOOD HEADER LOAD (MPH) CATEGORY ❑EPTH TEMP. REQUIRED HAZARDS 45 CBS. 120 B SEVERE 3FT. MODERATE SLIGHT TO 11 NONE z_ TO HEAVY MODERATE � RAFTER JACK STUDS RAFTER-TO-LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TOBLDG. USING 1/2" DIA. BOLTS @16"OCWITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RAFTER SIZE USP NUMBERI DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCAT ON USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 L526 Saga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS L I Al2 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fas(eners,hangers and anchors to be galvinized or stainless steel. ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 16ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 1-1/2" SPACE Girders on concrete piers shall be anchored with proper steal connectors anchored MINIMUM Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts 3), Posts supporting girders shall be anchored to a minimum 24N24" T thick concrete Foaling. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall r/HANDRAILS RAFTER be 3 ft. below grade. RAFTER 4), Deck joists to have blocking of 8'0 o c �l JJ 5).Flashing shall he installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 112"the bolts with washers PORT and nuts at ifi"o c. TOP PLATE TOP PLATE 6).Concrete piers shall be a minimum 6"above grade BALUSTERS 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s), JOIS t!ll ALUSYER ATTACHED RIM/DECKWALL STUD TO WALL WALL STUD 8).Covered Roofs shall he assembled and anchored the same manner as a typical building. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for anyi ntactwth hangers anchors with Z-MAX Cripple protective coating or equal ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBERI DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION AIPPLICATION CONNECT EACH SHALL NOT BE LESS THAN I-1/4" NOR MORE THAN 2" IN 4"-6" RAFTER RTIC 10-3/4"x 18ga.TYDOWN ANCHOR COONNECT TO RAPPER/PLATE RT15 TYDOWN ANCHOR RAFTERTOPLATE POST-TO-DECK CONNECTION NAILING SCHEDULE CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPII STUD PLATE ANCHOR CONNECT OVER USE MIN, (2) 1/2" DIA. GAIN. BOLTS WITH WASHERS AND NUTS ROOF SHEATHING: PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAF TO PLATES TO EACH STUD EACH RAFTER JOINT DESCRIPTION NATIILL SPACING NOTES STRUCTURAL PANEL Ed AS PER TABLE 3.8 4" MAX. FCM-SBC 4" DIA. MAXIMUM -},�— GIRDERIHEADE GIRDER/HEADER ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES ti JOI57 POST/COLUMN CITY. SPACING RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL POST/COLUMN TOP PLATE IV WALL:4-8d COMMON RAFTER CEILING JOIST WALL 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8-Bd COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-sac LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM-SBC END NAIL DECIG/PORCHRAILINCs SPLICED JOISTS OVER HEADER GIRDER 4x930LIDCOLUMNPB544/PB5E44/ KC94POSTCAPANCHORAPPLYTOEACHCOLUMN BLOCKING EACH TOE LOCATION USP NUMBER DESCRIPTION APPLICATION 6x630LI0 COLUMN PBS66/ PBSE66/ KC66 POST GAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEAD ER CONNECTION TO RAFTER 2-Bd COMMON END NAIL JOIST TO GIRDER/HEADER RTiO TYDDWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR JAPPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA,GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END TO RAFTER END NAIL 0 BEEAARINGPLATE WALL FRAMING: GIRDE JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING ° TOP PLATE TO PER TOP PLATE 2- 16d COMMON FOOT FACE NAIL WOOD JOIST TOP PLATES AT 4- 16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL LEDGER STUD TO 24" FACE ° GIRDERIHEADER I CONCRETE PIE STUD 2- '16d COMMON O.C. NAIL HEADER TO 16d COMMON 16"O,O. FACE WOOD JOIST WOOD JOIST HEAD Eft ALONG EDGES NAIL TOP OR BOTTOM -2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x BOTTOM PLATE TO CEILING JOIST TO BLDG. CONNECTION (MINIMUM) FLOOR JOIST, BAND JOIST, 2-16dCOMMON PER FACE NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING FOOT LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR, OR BEAM IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS ROD LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. REQUIRED I (2) BEAMS PAU44 OR WE94 POST/ BEAM ANCHOR APPLY TO EACH PIER FOR STU (3) BEAMS PAU66 OR WE66 POST/ BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER DECK FRAMING: TOP PIECE OF SIDING AND NAIL NAIL JOINT DESCRIPTION CITY SPACING NOTES LAPPED OVER FIRST CONTIN, JOIST TO', 4.Bd COMMON PIECE OF SIDING BELOW THREADED ROD SILL, TOP PLATE OR GIRDER PER JOIST NAIE 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT BRIDGING 2.8d COMMON EACH TOE CONNECTED TO BLDG. 916"OC TO JOIST END NAIL MINIMUM POST BLOCKING EACH TOE END DISTANCE WOOD JOIST TO JOIST 2-8d COMMON END NAIL BLOCKING TO 3-16d COMMON EACH TOE BLOCKING p SILL OR TOP PLATE BLOCK NAIL FLOOR FRAMING MINIMU LEDGER STRIP 3- 16d COMMON EACH FACE 2x JOISTS o < END NICE TO BEAM JOIST NAIL 12"x12"x12" a. >" JOIST ON LEDGER PER TOE " CONCRETE FOOTING 3-be COMMON WOOD GIRDER •$' , „ TO BEAM JOIST NAIL .d�ib�,� i 01 BLOCKING FOR ,~ 4 1,�;� ^'" JOIST HANGER BAN TO JOIST PER END JJ �V` -,r... LAG BOLTS �p p > " TO JOIST 3- 16d COMMON JOIST NAIL 9j��p/�+� -"r-p�%Y' RIM JOIST/BD. " `' HOLLOW COLUMN UPLIFT BAND JOIST TO: PER c " SIMPSON STRONG TIE MODEL STRRI/2 SILL OR TOP PLATE 2- 16d COMMON FOOT TOE NAIL o y SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONS DECK POST FIG. CONNECTION e* PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION t USE WITH RT10 TYDOWN ANCHORS R '+ ' DECK/PORCH LEDGER CONNECTION 9X9POSTPAU990RWE44PDST/ BEAMANCHORAPPLYTOEACHFOOTING- 6X6 POST PAU66 OR WE66 DST/ BEAM ANCHOR APPLY TO EACH FOOTING - - - -- WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. 4"MAX. 4" DIA MAXIMUM 4"DIA MAXIMUM POST GIRDER/HEADER z_ � c . m POST/COLUMN z 12"x12"x12" g CONCRETE FOOTING " ro M DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION1 USP NUMBER I DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING 6X6 POST PAU66 OR WEfifi POSTI BEAM ANCHOR APPLYTO EACH FOOTING USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS 1-1/2"SPACE MINIMUM HANDRAILS GIRDER- POST " GIRDER/HEADER ° BALUSTERS RIMIDECK JOTS o CONCRETE PIE J!!V POST/COLUMN OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"IN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL I(2) BEAMSPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH HER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION I(3) BEAMS IPAU66 OR WE66 POSTI BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADE PIECE OF SIDING BELOW UNDISTURBED SOIL 2- 1/2" DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN BRACETUBE //� I �\� FILL AS PER MANUFACTURES' INSTRUCTIONS RIM BOARD FLOOR FRAMING ' �" � 2x JOISTS II„III-III ,III-III=III=III ,III-III ,III-11 STRINGER a BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS o LOCATION USP NUMBER DESCRIPTION APPLICATION RIMJOIST/BD. o / ei 4x4 SOLID COLUMN PBS44l PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED / POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN P85661 PBSE66I KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRR1l2 H.0 ANCHOR APPLY TO EACH COLUMN GRAVDECK/PORCH LEDGER CONNECTION LEVEL ANDCOMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB ACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS =III;III IIL=I-IEE =11= III=_ 1=II= = ,,,111-III=,III=IIV ,III ;III-11 WOOD JOIST WOOD JOIST JOIST BLOCKING CONC. PIER FOOTING 51GFOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N Y.S.RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODEAND THE MATERIAL OFFERED IS GIRD ERIHEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND THE PROPER STEEL CONNECTOR. IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIER/HEADER RD RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: NAILING SCHEDULE 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated(lumber. NAIL All fasteners, hangers and anchors to be galvinlzed or stainless steel. JOINT DESCRIPTION Ory SPACING NOTES 2). Girders for deckjoists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: 4-Bd COMMON PER TOE Girders on concrete piers shall he anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dlax7"long anchor bolt with washers and nuts. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE 2-Bd COMMON GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL 3) Posts supporting girders shall be anchored it a 12"hers and thick concrete looting FLOOD BLOCKING EACH TOE Use a minimum 1I2"die x 7"long anchor bolt with washers and nuts Footings Slhall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENT HAZARDS TO JOIST 2-Bd COMMON END NAIL be 4 ft. below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BLOCKING TO. EACH TOE MODERATE SLIGHT TO 3- 16d COMMON 4) Deck joists to have blocking at 6'0 o c.. 46 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP EACH FACE 16d COMMON 5) A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM 3- JOIST NAIL Ledger to be fastened to building with 1/2"did. bolts with washers and nuts JOIST ON LEDGER PER TOE P� n 3-ed COMMON at 16"acre TO BEAM JOIST NAIL g O °� y TO JOIST PER END 6) Concrete piers shall be a minimum 6"above grade B 3- i6d COMMON TO JOIST JOIST NAIL 7),All joists to be supported with hangers and anchors. Each Joist shall also he anchored BAND JOIST T0. 2-16d COMMON PER TOE NAIL k to girder(s) SILL OR TOP PLATE FOOT B), Use simpson hangers and anchors with Z-MAX[ripple protective coating or equal * � e for any contact with ACQ. f, y 94ltp„'