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HomeMy WebLinkAbout37513-Z TOWN OF SOUTHOLD ��uFEac,��o BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37513 Date: 9/13/2012 Permission is hereby granted to: 82 19th Street Corp. 285 Route 25A Rocky Point, NY 11778 To: Construction of a New Single Family Dwelling; Kitchen, Living Room, Dining Room, Family Room, Hall, VQ 4 Bedrooms, 3 Baths, Walk-in Closet, Playroom, 1/2 Bath, d* 6L4.1 �4 r Cellar Entrance, Unfinished Basement, Covered Porch, as applied for. At premises located at: 795 Cedar Drive, Southold, NY SCTM # 473889 Sec/Block/Lot# 78.-7-38 Pursuant to application dated 8/10/2012 and approved by the Building Inspector. To expire on 3/15/2014. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,441.60 Total: $1,491.60 Building Inspector FIELD';MSPE1QN REPORT DATE COMMENTS OTJND�iTrOl+d(IST) FOUNDATION(2ND) 1 � z O ROUGH FRAMING& y PLUMBING �.J rJ INSULATION PER N.Y. � H STATE ENERGY CODE . l7 FINAL ADDITIbNAL COMMENTS SU Ch"- 3 a- C- 0 rn IT� M • I W -� � z qu . o t-1 b 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) 765-1502 Planning Board approval FAX: (631) 765-9502 *7Survey SoutholdTown.NorthFork.net PERMIT NO. / /� Check Septic Form T_ T0jWN �/J N.Y.S.D.E.C. U Trustees / Flood Permit Examined — ,20 1AUG ' ® Storm-Water Assessment Form 2012 0 c� Contact: _ Approved �_ �� ,20 I�` DG.DEPT Mail to: � u Z-5'k Disapproved a/c F SOUTHOLD ` I N [ 'hJ 11� Phone: (P-3 3 13—6100 Expiration 3 20 - Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be 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 issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. i(� (Signature of applicant or name,if a corporation) �g5 `_[4a7L _ J51 ��C ��i�C, gy (Mailing address of applicant) �VI-7S State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder l C)0AtV'\,1 Name of owner of premises �� �( l ej 1 (As on the tax roll or latest deed) If applicant is a corpor ti , na u#y�of duly-�h�o'ri d o is (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: dC�1 ags b6t�A T2- _V)IV-i4b House Number Street Hamlet County Tax Map No. 1000 S ction _tg Block Lot 3 8 Subdivision Filed Map No. Lot 6 2. State existing use and occupancy of premises and intendo use and occupancy of proposed construction: a. Existing use and occupancy ►J� b. Intended use and occupancy ��/( i �� ,�n ► 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 0 Estimated Cost C�-� utYO Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 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. k 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 1 Rear Depth Height Number of Stories Dimensions of entire new construction: Front "!1S Rear "[ 4 Depth 34 Height N U ` Number of Stories zw4q 9. Size of lot: Front Rear -15 Depth 10. Date of Purchase 5 i Name of Former Owner 11 Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO /Will excess fill be removed from remises?YES NO� Z � t �� . �B5' ',7 � tlZ'j� 3�'6�0 0 Names of Owner of premises L� S�� Address 4k ill 1dT Phone No. 63� Name of Architect 5• J4 W 51 N ti Address ��' ' toOhone No !�3 i ��$ 74 b Name of Contractor �� � C(��Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Uk '{� , G h Z�C�"`� being duly sworn, deposes and says that(s)he is the applicant (Name of individual ,signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that e work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public VICKI TOTH Signature of Applicant Notary Public State of New York No.01706190696 Qualified in Suffolk County Commission ry-%i— jiih,9R 90 1(.e Town of Southold - Chapter 236 - Stormwater Management Cpl z SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANTE Ow -A ent-Co ultant-Contra r Other I n � ,(I /�, ���n. rCircieone�°{� � Property OWNEFE(If Different than Appplicant) Addr 4ess, 7 � ��Yi (35!1 �lC�/G� JJ ` Address: I i Telephone#: ' i P ��I q.3��/��f� Fax tk � Telephone#: Fax#.. i E-Mail l t E-Maw ( i Property Address: J Eft k,1'��' \(m, ) Brief Description of Constriction Activity,Proposed Structural Blies,Soil S.C.T.M.d: 1000 U'l 0 Stabalization BMPs,Project Scope and/or Sequence of Construction Ac4vity Db4Rt Se n 01 (Provide Adoonal Page-as Needed) Name of Contractor ndfor Contact P ori Responsbte for t mentation of SWPPP: 'r i Address: '-- ---------------------------'---u-----^----- Telephone# Fax# E-Mail: ' Name of Persons Respon ible forinsetall alion Inte ca�of on Control Practice: M 1 --i-s ---� d /v't Address: Telephoned Fax ---------- r E-Mail: _ Total AreaafAlt -- -- -•---- -_-_ Total Area of Land gearing Q�((��j Project Parcels: and/or round "sturbance _ ��------ _ c tt1 _-__---- EL flrpn Project Duration: // tart End //// �J' ",7 t !' -------------- (Anticipated) �(„�� Date: Z 1QI Date.4 -------""__----_----- (N=berorealendarD VVVVVVIII(((......rrrrrr Will this Project Disturbe five(5)or More Acres at --^'----- -'-'--- Any One Time During the Proposed Development T YCNo -- - - -- - --_____ If YES:Please Answer the Followingl a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes s No b. Does the SWPPP Indicate How Frequently the Site u O •List the NAMES or description fall Potentially Impacted Waterbodies and/or Wetlands: I Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary --------- --------- and/or Permanent SolStabalizationMeasures? Yes No ------•- - -------------------------------------- d- Does the SWPPP Adequately Identify Complete [—� ------------------------- i --------------•--------- Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specificstatus of impacte al bo :(eg.TMDL,303(d)Listed,Impaired-) I Practices that Will be Utilized to Protect Water Quality? YC s No f. Has the Applicant Submitted a Completed DEC Notice -- -' -- ------- - --- ------------ Of Intent and SWPPP Acceptance Form for Review �� r-) Type of Impacted WaterbO : ke,Creek Bay,Pond,Sound,Freshwater WeUand-) by the Town of Southold? Yes No 'AVI STATE OF NEW YO K, COU Y O ...SS I That I................. s me�t� „„ „"'be ng dui swom,deposes d says that he/she is the applicant for Permit, ' And that be/she is the ...............I............................ Ef Owner•Con Agent Corporate Officer,etc)• •• Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to I make and file this application;that all statements contained in this application are hue to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith- E Sworn to before me this; r p - Z E /••• e f- ------ --------- ,20`... DA NotaryPubjic_ ...__ EMILY HEALY (Signature of Applicant) •..---..-•---.• .•-• ! Nofary'Pia6iic;' faf"e'O'f'New York "'"""""" SWPPP Assessment FO -1 Qualified In Suffolk County Commission Expires July 23, 20L5 t , 1' T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only: S.C.T.M.fl: Property Address: Storm Water Pollution Prevention Plan 1000 Q Review Checklist Checklist 1 o,6�i�+ - 1311 REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i s i Plan Sheet ,YES', NO ;N.A.,Explanation for NO or N.A. (pg, } (Does the SWPPP Adequately Provide for and/or Indicate the Following:) , , Location # 1. Drainage Calculations&Storm BMPs Designed to contain a Two Inch Rainfall Onsite. ' r' '^ 2, Construction Phasing Plan Indicating Sequence of Proposed Construction Activities. - i 0I-, 3. Ge�� - eneral Location Map _ 0 i 4. Draiange Site Plan Drawn to Scale at Sixty(60)feet_to the Inch or larger indicating the Following, a._ ,Location and-Description of PropArty Boundaries; ' ; ---- __ b:_ Site Acreage;_ c. All Existing,Natural and/or Man Made Features on and within 50'of the Pro d. Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table; i iQ+Q, e` Conteurs Indicating Property Elevations(Mln.2,. __.___._._______•__ _ , ..,„-,_____� �0���______- _ •,•,_,_,_ f. Spot Grade&Finish Floor Elevations for Ezfsting and Proposed Structures; g. Location o Wooded Areas&Isolated frees wlth a Minimum Dimension of 1t3"Diameter; - � ft. Soil�onseniatlonDistriotSoifSurvey.`____________..,...---._____---------------i i,�•,i i__ ._.--`----__ .__,_-_----..._ _ .. __ . - - --_._»_ _ ,_.-•__- • _ -,-• - - 5. Background Information about the Scope of the Project,Location&Description of the Site, Proposed Changes to the Site and Ail Existing•Development on the site Including the Following. t L _a, •AILImproverpants j��uding Tgta)Afea of Laad Djsturbance 8�T9tal StRe Area;__._ . . _- ._». 0 ��, b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume __...•-_•&_Nature of Materials Involved -_ + ;� E=' .c._ All Areas Requiring Clearing and.-I.I bbin9�__ _. ________,._. _._ ..._».-_.»» »_..` JO �i_ ». _ - • _ _- ____.__. .. d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately __be laced; + i0c©c e. All Temporary&Permanent_Vegetation to be Placed on Sites _ f._All Temporary&Permanent Storm Water Runoff BMP Control Measures______Prop_. osed _ _ , ,Q,(], g. The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff; - 'r 111- - __h.� The•Location of all Roads,Driveways,Sidewalks,Pa-tios,Stnactures,Utilities�pttier � _ _ lmprovemenls,lncluiling`i'emporaryAccess&ConstivcGon Staging Areas; + +©+0, `I.-THi 6dsting 8_r% l Contours and or Spot 64v_itions of the site:--- 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation &Stormwater Runoff Control Measures. a 0 7. Description ofPollution Prevention Measures that will be Im lamented. 8. A Descriptlon of the Minimum Erosion&Sediment Control Practices to be Installed and/or + s , "' ' "" - --_.___._._,..•... __Lm for Each Construction Activity that will result in Soil Disturbance. i i i 0 . _ ascription o Construction&Waste materials Ex-pected to be Stored On-Site.,_•_•.___•___ ____J ,Q;(�;- •__- , 10. emparary ermanent Soii Stabflizatlon Plan that meets the Current Version of the E i .........».._ , New York State Storm Water Design Manual Technical Standard. r C-1,17--71' GeneralStoPlanandConstructionDrawingsforihePrelect.___ + iQ,�S _ -_. _M_•,_ -_ ,.»_..___,_,_ ......,....,.,..__ .,.___., ._ 12. Dimensions,Material Seeclficatlons&Installatton Details for AI Erosion&Sediment Control Practises_ 13. Temporary Practics th ; e at will be Converted to Permanent control Measures. ,O,G7 f -•, 14. Implementation Schedule for Staging Temporary Erosion Control Practice or BMP. 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& i + Sediment Control Practices. 16. Names of Potential Surface Waters of the State of_PfWfoW and/or mw&it maybe ,�,O;O Impact!d!11 velopment. 17. Delineation of Storm Water Control Plan ImelementatIon Respionsibilities for Each part of Project Construction Site. , , , 18. All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage SwalesM,_•__; �;�,• 19. Identification of All Contractors)!Sub Contractors} Responsible for Installing,Constructing, Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. i0 i0 Storm Water Management Control Plan Checklist 9 1 -. 03-12 i f 1 v1q, Town of Southold - Chapter 236 - Stormwater Management CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractor(s)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractors)that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owner andlor operator shall have each of the contractors and/or sub-contractors identify at least one person ; from their company that will be responsible for implementation of the SWPPP.This person shall be known as the ' trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terns and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from j construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the Stale of New York and could subject me to criminal,civil and/or administraMvettgqroceedin sr" NAME: UN— Tittle Date: In addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: Specific SWPPP Element: (Please DescrlbeHere) ` ` .._._,.. ._... ... ...---_-------- r --------------------------------- ---__--___----..-....s_-.____ NAME and TITLE of the Trained Contractor(s) �j„�f� v - responsible for SWPPP implementation; b"" NAME: � 1 Title. Dffie: . NAME,address and telephone number --- I--- - of the Contracting Finn; --------------------------_- � F Property Address and ; V j Suffolk County Tax Map Number of the site; ----- +�__ � .., __ _--_-__.____._ S.C.T.M.#: 1000 -------------- _1----- - ---- -------___ District Section Block Lot The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained j at the construction site.If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced,they must also sign the certification statement and provide the Information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 Southold Town Building Department S Z!X P.O.Box 1179 Permit#: 37513 53095 Main Rd ca Southold,New York 11971 Permit Date: 9/13/2012 (631) 765-1802 Expiration Date: 3/15/2014 Parcel ID: 78.-7-38 BUILDING PERMIT RENEWAL LETTER Dated: 4/21/2015 Applicant: 82 19th Street Corp Location: 795 Cedar Drive, Southold,NY Work Description: SINGLE FAMILY DWELLING Construction of a New Single Family Dwelling; Kitchen, Living Room, Dining Room,Family Room, Hall, 4 Bedrooms, 3 Baths, Walk-in Closet,Playroom, 1/2 Bath, Cellar Entrance,Unfinished Basement, Covered Porch, as applied for. A FEE OF $1441.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 82 19th Street Corp. Address: 285 Route 25A Rocky Point, NY 11778 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. t SCTIC, INCORPORATED Post Office Bax 1269 Riverhead, New York 11901 i COUNTY CENTER DIRECT LINE FAX LINE (631) 727-4270 (631) 727-2868 TITLE NO. DATE TRANSACTION 2012-021 06/05/2012 Single & Separate APPLICANT Ina Charkow @ Sotheby's International Realty 50 Nugent Street Southampton, NY 11968 OWNER ATTENTION: MTGOR. PHONE NO. FAX NO. 1 631-835-6100 SUFFOLK CNTYDISTRICT SECTION BLOCK LOT TAX MAP 1000 078.00 07.00 038.000 PREMISES ADDRESS: CHARGES EXAMINATION FEE EXTRA CHAIN OWNER REGARDING: VERIFICATION LO.SEARCH 4 chains @ $110.00 each VARIANCE 440.00 COPIES FORECLOSURE TAX SEARCH Tax 37.95 Total 477.95 LIABILITY IS LIMITED TO THE AMOUNT OF FEES PAID COUNTY OF SUFFOLK) )SS: Title#2012-021 STATE OF NEW YORK) BARBARA TOCCI,VICE PRESIDENT OF SCTIC,INCORPORATED, an authorized agent for The Security Title Guarantee Corporation of Baltimore,being duly 0 sworn deposes and says: THAT she has had a search made of the records of the County Clerk's Office of Suffolk County for the following described property: ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Bayview,Town of Southold, County of Suffolk and'State of New York,bounded and described as follows: BEGINNING at a point on the westerly side of Cedar Lane distant 707.02ft northerly from the corner formed by the intersection of the westerly side of Cedar Lane with the northerly side of Bayview Road; RUNNING THENCE North 66 degrees 20 minutes 00 seconds West 265ft to the land now or formerly of Julius Zebroski; THENCE North 25 degrees 05 minutes 30 seconds East along the said last mentioned land 75ft to land now or formerly of Harry Tausinger; THENCE South 66 degrees 20 minutes 00 seconds East�along said last,mentioned land 265ft to'the westerly side of Cedar Lane; THENCE South 25 degrees 05 minutes 30 seconds West along the westerly side of Cedar Lane 75.00ft to the point or place of BEGINNING. ALSO being known and designated on the Suffolk CounWReal Property Tax Agency Map as: DISTRICT: 1000 SECTION: 078.00 BLOCK:07.00 LOT:038.00 SAID Search completed on the 4th day of June 2012 shows the following chains of title since 01/01/1957 LIABILITY IS LIMITED TO THE AMOUNT OF FEES PAID. Barbara.Tocci,Vice President Sworn to before me this L— Day of e X20-122 DONNA M.GORDON Notary Public State of New York Term1EGxp6e9January 16,20o� 37 32 j 2, 8 Title#2012-021 SUBJECT PREMISES SCTM: 1000-078.00-07.00-038.000 Chain of Title Deed Harry Tausinger Dated: 01/26/1954 To Recorded: 03/05/1954 Joseph P. Tausinger Liber 3660 cp 90 Elsie Tausinger, wife Deed Joseph P. Tausinger Dated: 03/06/1958 Elsie Tausinger, wife Recorded: 04/14/1958 To Liber 4448 cp 338 Elsie Tausinger Deed Elsie Tausinger Dated: 06/27/1963 To Recorded: 06/29/1963 Arthur H. Armbruster Liber 5180 cp 189 Mathilda Armbruster, wife Deed p Arthur H. Armbruster Dated: 05/18/1974 Mathilda Armbruster Recorded:05/22/1974 To Liber 7641 cp 474_ Ruth P. Leonard Ruth L. Peck aka Ruth P. Leonard died a resident of Suffolk County on 02 07 2009M ex #358P2009. Virginia L D� ietrich and Jere V Jaco s as co-executor of the ast ilI& estament of Ruth L. Peck a/k/a Ruth P. Leonard Virginia L. Dietrich died a resident of Suffolk County on 12/22/2011 Index#2011-267 Last Owner of Record i By Barbara Tocci, Vice President Sworn to before me this Day of�—)LcY1e— 2012 @= . di-)A, DONNA M.GORDON Notary Public State of New York Term1Expires9JanuarrSuffolk Oof5� t � PREMISES NORTH Title#2012-021 S CTM: 1000-078-00-07.00-037.000 Chain of Title Deed Julius Zebroski Dated: 01/02/1954 To Recorded: 03/05/1954 Harry Tausinger Liber 3660 cp 93 Mary Tausinger, wife Deed Mary Tausinger as surviving tenant Dated: 08/24/1981 by the entirety Recorded: 09/17/1981 to Liber 9071 cp 13 Leslie Gazzola Stella Gazzola, wife Deed Leslie Gazzola Dated: 12/26/1995 Stella Gazzola Recorded: 03/22/1996 To Liber 11767 cp 94 zzol Leslie Ga Deed Leslie Gazzola To Dated: 04/14/2000 Recorded: 04/25/2000 Richard A. Webs er Liber 12037 cp 491 Amy K. Webs erf";`wife Last Owner of Record By - Barbara Tocci, Vice President Sworn to before me this l PI ._ Da of � 2012 N Notary Public State of New York No.0 G061197 Suffolk County Term Expires January 16,20'-5 Title#2012-021 PREMISES SOUTH , SCTM: 1000-078.00-07.0-039.000 Chain of Title Deed Julius Zebrowski Dated: 10/09/1948 To Recorded: 10/18/1948 Joseph P. Tausinger Liber 2885 cp 195 Elsie Tausinger, wife Deed Joseph P. Tausinger Dated: 03/06/1958 Elsie Tausinger Recorded: 04/14/1958 To Liber: 4448 cp 340 Elsie Tausinger Deed Elsie Tausinger Dated: 06/27/1962 To Recorded: 06/29/1962 Arthur H. Armbruster Liber 5189 cp 187 Mathilda Armbruster, wife Deed Arthur H. Armbruster Dated: 05/18/1974 Mathilda Armbruster Recorded: 05/22/1974 To Liber 7641 cp 471 Ruth P: Leonar Alexande Pec Alexander Peck died a resident of Suffolk County on 03/28/1996 Ruth L. Peck a/k/a Ruth P. Leonard died a resident of Suffolk County on 02/25/2009 Index #358P2009. Premises devised to the trustee as appointed in the Last Will& Testament of Ruth L. Peck a/k/a Ruth P. Leonard to hold premises in trust and permit Virginia L. Dietrich to exclusively use and occupy premises during her lifetime. Virginia L. Dietrich died a resident of Suffolk County on 01/04/2011 Index#2011-267. Premises given to Ronald George Dietrich by the trustees of the Last Will& Testament of Ruth L. Peck a/k/a Ruth P. Leonard as per the terms of her will. Last Owner of Record Y Barbara Tocci, Vice President Sworn to before me this l� Dav of ju---Y� 2012 DONNA M.GORDON Notary Public,State of New York No.01G06159197 Suffolk County Term Expires January 16,2015 Title#2012-021 PREMISES WEST SCTM: 1000-078.00-07.00-032.008 Chain of Title Deed George M. Tisdale Dated; 01/17/1944 Helen B. Tisdale, wife Recorded: 02/07/1944 To Liber 2341 cp 164 Julius Zebroski Deed County Treasurer Dated; 02/10/1981 To Recorded: 02/11/1981 County of Suffolk Liber 8959 cp 374 Deed County of Suffolk Dated: 09/14/1982 To Recorded: 10/26/1982 Julius Zebroski Liber 9261 cp 76 Deed Julius Zebroski Dated: 06/14/1984 To Recorded: 06/21/1984 Robe, Waddingto Liber 9586 cp 384 Deed Robert Waddington Dated: 04/28/1988 To Recorded: 06/28/1988 Josep-Macari Jr Liber 10632 cp 356 Alfie ec Deed Alfred Skrzypecli Dated: 06/27/1989 Joseph Macari, Jr Recorded: 11/14/1989 To Liber 10965 cp 109 --Kit Real nc Deed Kit Realty, Inc Dated: 08/20/1990 To Recorded: 08/29/1990 Pauil-Glantzman Liber 11128 cp 370 Sara-Glantzman, wife Deed Paul Glantzman Dated: 08/15/2007 Sara Glantzman, wife Recorded: 09/07/2007 To - Liber 12521 cp 414 Johnamirez Dem a Ramo ez wife Last Owner of Record Premises East Cedar Drive(Cedar Lane) By Barbara Tocci, Vice President Sworn to before me this I IT I Day of J,na— 2012 DONNA M.GORDON Notary Pubtic IM0,0t Now York Term Expirres January 1 g k2County d` V, LOT AREA = 19,869 SQ. FT. TEST HOLE BY McDONALD GEOSCILNCE FFL ELEV = 42.5 NOW OR FORMERLY 5-14-2012 GAR ELEV = 40.5 ZEBROSKI 0' N 2505'30"E 75.00' 0.5' DARK BROWN LOAM OL (31.5) D BROWN & PALE BROWN CLAYEY SAND SC . . 21' PALE BROWN FINE SAND z 28' SP rn _ a2 NO WATER ENCOUNTERE N N - C 0 O O rr] O ( !- x O O ..J M . 9i U Z GST G O w O 3 C�I xcavatao� IhSp��ta®s� �Ir d ® 0 I"or nIt ry System il By Health epartme �t FA PE 0FA W W m M ® �- :E _ F .a 7 Uj (40.5) (40.5) W Id 0 48.3' tl. €L x w PROP �, d Z DWELL N N v_ AR ca CA0) m D o 26.3' orch cn -C{ O e (40.5) (40.5) 0 0 0 o I TEST y v HOLE CL �P 707.02' cb 313.00' nl (40.0) (40.0) S 25'05'36"W 75.00' existing water main (40.4) CEDAR LANE ( ) Location of water mains & adjoiners water supply Z4 �Y by others and are not DWELLING / PUBLIC WATER 3 ��•< guaranteed. 6-28-2012 REVISED SANITARY SY M �� THE ORSEIS (OR DANS) SHOWN HEREON FROM THE STRUCTURES TO 7HE PROPERTY UNES ARE FOR A THE SPECiM PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 12-95 FILE No. 931 0�®�®� -INTENDED 70 GUIDE E ERECTION OF PLUS. REDMMG W1JLS„ POOLS, PAMS, PUNTING AREAS.ADDITION TO MUM M OR ANY GMER COI&MWOMN. MAPPED FOR UNM"HOR®AL.TTRAMON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEMON - 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY M THE PERSON FOR WHOM TFC SURV`W IS PREPARED, D ON HIS BEHALF TG THE TME COMPANY, OMWaI ENTAL SITUATED AT BAYVIEW AN AGENCY AND LENDING INSR1 M0N USTEO HEREON,AND TO THE ASSIGNEES OF THE LENDING INSDTUTIm. cwIRANrm ARE NOT TRANSTFRAeLE To ADDMGm LNSTnuHva TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. - OR SUDSEDUETNr OWNERS. COPIES OF THIS SURVEY MAP NOT BEARIM THE LAND SURVIEVOWs INXIEo SAL OR SCALE 1" = 40' DATE 5-9-2012 EMS SEN.SHALL NOT BE CONSIDERED TO TE A VALID TRUE COPY. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-78-7-38 DISK 2012 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 J 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y. LIC. No. 048992 HA OLD F. TRANCHON JR. PENN'. LIC. No. 2115—E 631-929-4695 L'OT_AREA = 19,869 5Q. FT. NOW OR FORMERLY FFL ELEV = ,4ZEBROSKI GAR ELEV = 41.1.5 •Fc Y`Z, (31s) N 25'05'30"E 75.00' o:5's �\ X - fence meandering wire fence (30.0 TEST HOLE BY McDONALD GEOSCIENCE 1.6E FC 5-14-2012 1.7'N 0' 1 I DARK BROWN LOAM OL Ln z X BROWN & PALE BROWN of rn o; CLAYEY SAND SC o a IVO` X rt o 21' o >� o PALE BROWN FINE SAND m s 0 28' SP o 3' X 9: NO WATER ENCOUNTERED 0 — a o CL ;U m -„ M. Z PROPOSED HAYBALES 'a X m 0 m TYPICAL 4 SIDES O \ DURING CONSTRUCTION ONLY Z m �1 0 � D „ X \ a m n C' FC l2.6'N r_ CO x o n ;U to D z NOTE: CD LP 1 LP 2 M c Location of water mains & adjoiners water supply by others and are not (41.5) (41.5 guaranteed. 48.3' D t3. w PROPw _ z {' DWELL tv (,AR N D Q) D CU 0 26.3' orc ct E (41.5) (41.5)I p m (�] f TEST t S� DRAINAGE CALCULATIONS BY N I a HOLE Q ANGELO NICOSIA P.E. 8/27/12 p m I m LPI3® FC p exp 707.02' len�w s roil fence (40.0) PIP 313.00' DRAINAGE CALCULATIONS (40.0) ROOF AREA = 1676 SQ. FT. X 1.0 X 2/12 =279.3 CU FT S 25'05'30"W 75.00'- FC ew DRIVEWAY AREA = 900 SQ. FT. X 1.0 X 2/12 =150 CU FT existing water main 1.2'S LP 1 1/4 OF ROOF RUN—OFF 279.3/.4 = 69.8 CU FT LF'OF 6' DIA RING REQ'D = 69.$/22.3 = 3.13 L.F. (40.4) CEDAR LANE (4o.$) PROPOSED 1 — 6' DIA X 4' DEEP LP. LP 2 = 1/2 OF ROOF RUN—OFF 279.3/2 = 139.6 CU FT LF OF 6'�DIA RING REQ'D = 139.6/22.3 = 6.26 L.F. PROPOSED 1 — 6' DIA X 8' DEEP L.P. DWELLING / PUBLIC WATER LP 3 = 1-/4 OF ROOF RUN—OFF & DRIVEWAY-RUN—OFF = 69.8 + 150.0 = 219.8 CU FT LF OF-8' DIA RING REQ'D = 219.8/42.2 = 5.2 L.F. PROPOSED.1 — 8' DIA X 6' .DEEP L.P. ( WITH OPEN GRATE COVER ) THE EXISTENCE OF RIGHT OF WAYS AND OR EASEVENTS OF RECORD, IF ANY, NOT MOWN ARE NOT GUAIWIEED. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 12-95 FILE No. 931 F OITENDED TO GUIDE THE EREOIION OF FENCES,RETAINING-WALLS, POOLS. PATIOS PIAMM AREA% AMMON TO BU1LDM OR ANY OTHER CONISiRUC`pN. SURVEYED FOR UNAUTHORIZED ALTERATION OR AMMON TO THIS S'UNVEY IS A VIOLATION OF SECTION 7209 OF THE NEW'YM,STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY is PREPARED, AND ON HIS BEHALF m THE mLE COMPANY, c wERiuEINTAL SITUATED AT BAYVIEW AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSIT UTION. GUARANTEES ARE NOT TRANSE1RABIE TO ADDITIONAL INSnTUTIONs TOWN OF SOUTHOLD, SUFFOLK COUNTY, N-Y. OR SUBSEQUENT OWNERS. COPES OF THIS SW4EY MAP NOT BEARING THE LAND SURVEYOR'S eBC:D SEAL OR SCALE I" = 40' DATE 7-3-2012 ELIBOSSED SEAL SHAM NOT BE CONM*RED TO BE A VALID ME COPY. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-78-7-38 'DISK 2012 THE SECURITY TITLE GUARANTEE CORPORATION OF BALTIMORE & 'SCTIC INC. HAROLD F. TRANCHON JR. P.C. 82 19th STREET CORP. LAND SURVEYOR P.O. BOX 616 1866 'WADING RIVER-MANOR RD. WADING RIVER, ' NEW YORK, 11792 Y. LIC. No. 048992 631-929-4695 HAROLD TRANCHON JR. Y. LIC. No. 2115-E 1 , t' REScheck Software Version 4.4.3 Compliance Certificate Project Title: Two Story Home Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: fi OV-vc ner/Agent: Designer/Contractor .S ovth ho►d. The%Better or Worse Than Code index reflects how G Compliance:7.1%Better Than Code -• Maximum UA:409 Your U&380 ose to compliance the house Is be on code trade-off rules. H DOES NOT provide an essmate or i use or cost retaff a to a minimumtode home • fa. Ceiling 1:Flat Ceiling or Scissor Truss Ceiling 2:Cathedral Ceiling 1111 38.0 0.0 211 33 Wall 1:Wood Frame,16"o.c. 0.0 19.0 10 Window 1:Wood Frame:Double Pane with Low-E 2176 13.0 0.0 156 Door 1:Solid 181 0.320 58 Door 2:Glass 20 � 0. Door 3:Solid J4 1 0.06067 11 Floor 1:All-Wood Joistlrruss:Over Unconditioned Space 20 0.067 1 Floor 2:Slab-On-Grade:Heated 824 19.0 0.0 39 93 Insulation depth:3.0' 10.0 65 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to with the mandatory requirements listed in the REScheck Inspection Checklist. Namp T _ _ ` � Si at a - —�4 Dat/e t, A.r Project Title:Two Story Home Data filename:C:IDocuments and SettingslUserlMy DocumentslREScheckXolivo . - Report date:06/01/12 Pagel of 4 GENERAL NOTES I.THE ENGINEERS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK. 2. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EG2UIPTMENT 15 TO BE IN ACCORDANCE WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND MANUFAGTURER'S INSTRUCTIONS. 5 3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY ENGINEER OF DISCREPANCIES. DO NOT SCALE DRAWINGS. 4. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE ENGINEERS CERTIFICATION AND 15 A VIOLATION OF NYS LAW. DRAWINGS ARE THE GOPYR16HT OF THE ENGINEER. 5.'THE ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES, FUMES, MOLD AND/0R MILDEW. 6. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS, TEGHN!6WES, 5EG2UENGE5, PROCEDURES OR SAFETY PRECAUTIONS AND PR06RAM IN CONNECTION WITH THE WORK. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR SUB-GONTRAGTOR5. -1. THE`^E PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED OWNER/BUILDERS FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS SELECTED BY THE OWNER. THE ENGINEER, NOT CONTRACTED TO CONTROL THE CONST"ZUGTION PROCESS 15 NOT RESPONSIBLE FOR ASSURING THE FINAL A5 CONSTRUCTED BUILGi.JG AND SITE 15 IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAWS, REQUIREMENTS OR Si' ABILITY FOR A PARTICULAR USE.THE ENGINEERS LIABILITY TO OWNER OR ANY THIRD PAR'Tr IS THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED. 8. USE OF THESE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS AND ARE k, PART OF THE AGREEMENT WITH THE ENG I NEER. L R301.2 DESIGN GRITERIA: VALUE R301.2.1 WIND LIMITATIONS: 0 6ROUN,;) SNOW LOAD 20 PSF DESIGN LOADS FOR WINDOWS AND BASIC WIND SPEED 110 MPH DOORS SHOWN WITH FLOOR PLAN SEISMI(, GATE60RY G WEATHERING SEVERE R301.2.I.1 WIND DESIGN CRITERIA THIS BUILDING HAS BEEN DE FROST!INE DEPTH 36" MIN. SIGNED IN TERMI f- PROBABILITY MOD/HEAVY ACCORDANCE WITH THE RESIDENTIAL DEGA'' PROBABILITY MODERATE CODE OF NYS 2010 $ WITH THE I I I I ICESHIFLD REQUIRED SUGGESTED FOLLOWING APPROVED REFERENCE FLOOR HAZARDS N/A FOR BASIC, WIND SPEEDS OF 110 MPH AND ABOVE (ENGLOSED BU I LD I N6): DESI6�I LIVE LOADS PSF DEF. AF � PA WOOD FRAME GONSTRUCTION - MANUAL (WFGM) 2001 EDITION. I I I I NON SL`EPING ROOMS 40 L/360 I ( I I SLEEPING ROOMS 30 L/360 THIS BUILDING IS IN A 120 MPH DEGKS 40 L/360 WINDBORNE DEBRIS REGION. I I I I ATTIGc-') WITH STORAGE 20 L/240 GLAZED OPENINGS ARE I I I I ATTIGc, NO STORAGE 10 L/240 REQUIRED TO BE PROTECTED AS II II STAIRc 40 L/360 PER THE REQUIREMENTS OF 6UARD-5/RAILS 2001b AT TOP R301.2.1.2 (SEE BELOW) DEAD LOADS ARE BASED ON ACTUAL R301.2.1.4 EXPOSURE CATEGORIES: MATERIAL WEIGHTS OF ASSEMBLIES NORTH B SOUTH B ROOF= �,IOW LOAD AS PER ASCE -7 EAST B WEST B R16HT ELE\/ATION 45 PSf=00.7)(1)(1)(1) = 32 PSF DWELLING IN SEISMIC, CATEGORY G IS EXEMPT FROM SEISMIC, PROVISIONS WIND P,-"SNE D_EE3RIS PROTEGTION (8301.2.1.2) PLUM (NG — 3 E WAST WIND 1361 P:E DEBRIS REGION. Areas within hurricane prone regions within one mile ALL,PLUMBit�WATER Lit WAST of the ccastol mean high water line where the basic wind speed 15 110 miles per houror RIDGE VENT '�'ESTINGf3EF0' sCOVERING greater, _r where the basic wind speed is equal to or greater than 120 miles per hour. O z_ R501.2.1.2 internal pressure. Windows in bulldings located in w(nd borne debris regions iv shall have, glazed openings protected from windborne debris. Glazed opening protection PLUMBER CER' F/CATION for windb.:,rne debris shall meet the requirements of the Large Missile Test of ASTM E ON LEAD CONTE IT BEFORE ASPHALT ROOF SHINGLES Icla6 and of ASTM E 056 referenced therein. Wood structural panels with a minimum OERTIFICATE OF >CCUPANCY thlcknes5 of "7/16 Inch and a maximum span of & feet shall be permitted for opening SOLDER USEC' N VIATER� protection in one- and two-story buildings. Panels shall be precut to cover the glazed . SUPPLYSYSTE 1°CANNOT openings with attachment hardware provided. Attachments shall be provided in accordcar,ce with Table R301.2.1.2 or shall be designed to resist the components and EXCEED 2/10 0. 1%LEAD. cladding loads determined in accordance with the provisions of the CodeP �O��D IDNOTED ALUMINUM GUTTER 2-1/2" #& SCREWS 16" O.G. (12" O.G. IF PANEL 15 OVER 6-0") JDIE: -13-1 I9—B.p•#��„� d LEADERS Jt7- -l—_SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD FEE -6-G— BY:_.. ASSOCIA.TION5 DE516N #1 - SHUTTERS FOR WOOD FRAME BUILDIN65 NOTIFY BUILDI�JG DEPARTMENT AT I" PINE FRIEZE BOARD RIDGE VENT 765-1802 8 AM TO 4 PYS FOR THE rl B U I L D I N� AREAS : S Q ,F T, FOLLOWING IN 1. FOUNDATION - TWO REQUIRED RST FLOOR L I�I�� I I FOR POURED CONCRETE 4" VINYL SIDING 2. ROUGH - FRAMING & PLUMBINIG ALL SIDES I SECOND FLOOR LIVING 852 3. INSULATION FINAL - TOTAL LIVING AREA 2 I�5 a BE COMPO TETFURT�p MUST OPEN TO I RST FLOOR 2E3 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YO��R��KK� STATE. NOT RESPONSIBLE FOR APPROXIMATE GROSS FLOOR AREA BASED ON NOMINAL MATERIAL DIMEN51�tv5 NSTRUCTIO RROr'iS, 4" VINYL TRIM I" PINE FRIEZE BOARD LIVING AREAS INCLUDE FIRST FLOOR STAIRS AND FINISHED FLOOR AREAS TO THE OUTSIDE OF HOUSE EXTERIOR WALLS AND TO ONE HALF OF GARAGE OR OPEN TO BELOW WALLS. GARAGE AREA INCLUDES ONE HALF OF HOUSE WALLS TO OUTSIDE OF 6&':AGE EXTERIOR WALLS. SECOND FLOOR OPEN TO BELOW SPACE INCLUDES CO LLLL 5TAIR5i BELOW. DECKS AND PORCH AREAS ARE FROM EXTERIOR WALLS TO OUTSIDE EDGE OF DE(,K/PORCH. DO NOT PROCEED WITH COMPLY WITH ALL CODES OF o OCCUPANCY OR FRAMING UNTIL SURVEY, N W YORK STATE & TOWN CODES USE IS UNLAWFUL oF.f~o��DATIO'a LC)CATION AS REQUIRED I HAS r.Ei3�`e. � ;7�.r WITHOUT CERTIFICATE LfTHOLDTMIN OF OCCUPANCY SOOT T N PLANNING BOARD RETAIN STORM WATER RUNOFF SOOT DTO TEES PURSUANT TO CHAPTER 236 7-4— OF THE TOWN CODE. _____r N. S.DEC HAND RAILS REQUIRED IF STEPS II HAVE TWO OR MORE RISERS TYP. _ AN(5ELOS . NIGOSIA, RE . II II II � Engineering a Design) I I I I I I 42 Ha ward Avenue ELECTRICAL. y �, �, Mt. Sinai, NY 11166 I I I _ f 3C�° MAX. SLOPE 631-�i28-2112 9r��PECT�G r-V01J5.P�.D Fax 651-q28-216 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � pp N A ro ed• TWO STORY �oF Ew RES I DENGE F�-p C -i�r GEDAR DRIVE, SOUTHHOLD ? r. PATI ON _ FRONT �. i -- FRONT � RIGHT SIDE ELEVATIONS, REFERENGE NOTES � SITE PLAN Desi ned b : ASN Drawn b :GK Job No.: Rev.: Sheet: Rf-'\/ISIONS SCole: 1/4"= 1 '-O" Date: -7/26/12 12-060 1 1 Of S ELEVATION REFERENGE NOTES R325.1 APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROMTHE STREET OR ROAD FRONTING THE PROPERTY, R613.5.1 WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANGHORED IN AGGORDANGE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. MULLIONS SHALL BE TESTED BY AN APPROVED TESTING LABORATORY. MAXIMUM MULLION DEFLECTION = L/1'15. MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF 1.5 TIMES THE DESIGN PRE55URE LOADS. R703.1 THE EXTERIOR WALL ENVELOPE SHALL BE GONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITH THE WALL ASSEMBLY BY PROVIDING A WATER RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED Sr SECTION R703.2. R806.3 VENT GLEARANGE. A MINIMUM OF A I-INGH (25.4 MM) SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF ALL VENTS. Rg01 ROOF ASSEMBLIES SHALL BE INSTALLED IN AGGORDANGE WITH THI5 CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF A55EMLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL THROUGH THE JOINTS IN THE COPING, THROUGH MOISTURE PERMEABLE MATERIAL, AT INTERSEGTION5 WITH THE ROOF PLANE OR OTHER PENETRATIONS OR CHANGES IN SLOPE. ROOF GOVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURERS CTION . UNDERLAYMENT SHALL CONFORM ATH A5TMD 226,TTYPENIS OR ASTM DTALLATION 1486gU TYPES. SELF-ADHERING POLYMER MOD FEDI BITUMEN SHEET SHALL COMPLY WITH ASTM D Ig70. ASPHALT 5HIN6LES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH A5TM D 225 OR D 3462. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM, OR G OP ROOFING NAILS MINIMUMPER 12 GUA6E SHANK WIT _ HA MINIMUM 3/8 INGH DIAMETER - - - - - HEAD. WHERE THE ROOF SHEATHING 6 IS LESS THAN 3 - _ / N I _ -- - - I 4 I GH THICK THE FASTENERS SHALL PENETRATE I I THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM TM F F 1667, ASPHALT SHINGLES L - - - - J SHALL HAVE A MINIMUM OF 6 FASTENERS PER SHINGLE. UNDERLAYMENT SHALL BE APPLIED L- - - - - � I SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, - - — — — - I 1 FASTENED SUFFIGIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY 6 FEET. IN H - - - - -1 AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY 15 25° OR LE55, AN ICE F — — — — - 1 BARRIER THAT CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT GEMENTED TOGETHER r —_ - - - 7 1 OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 _ _ _ _ _ _ _ - - - - -- - - - -- -_ _ _ __ _ _ _ __ _ _ _ _ _ AREAS SUBJECT TO HIGH NIN 5AGREATER THAN ILL LINE OF THE B01 MPH SHALL BEAAPPLIED WITHYMENT ECORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 3(9 INCHES ON CENTER. FLASHING FOR ASPHALT SHINGLES 5HLL COMPLY WITH THIS SECTION. BASE AND LT S I DELEVATION GAP FLASHING SHALL BE INSTALLED IN AGGORDANGE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION RESISTANT METAL OF MINIMUM NOMINAL O.OIg-INGH THICKNESS. GAP FLASHING SHALL BE GORROSION RESISTANT METAL OF MINIMUM NOMINAL O.OIcI-INGH THICKNESS. VALLEY LININGS SHALL BE INSTALLED IN AGOROANGE WITH MANUFAGTURER'5 INSTALLATION INSTRUCTIONS BEFORE APPLYING S)HINGLE5. CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224, TYPE II OR TYPE III AND AT LEAST 36 INCHES (T4 MM) WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS I AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D Ig-10 MAY BE USED IN LIIEU OF THE LINING MATERIAL, A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE 5iIDE OF ANY CHIMNEY GREATER THAN 30 INCHES WIDE. CRICKET OR SADDLE COVERINGS 51HALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. SIDEWALL FLASHING SHALL BE BY THE STEP-FLA5HIN6 METHOD, OTHER FLASHING AGAINST A VERTICAL FRONT WALL, AS WELL AS SOIL STACK, VENT PIPE, AND CHIMNEY FLASHING, SHALL BE APPLIED AGORDIN6 TO ASPHALT SHINGLE MANUFACTURER'S PRINTED INSTRUCTIONS. ELEVATION GON5TRUGTION NOTES ROOFING: 6 NAILS PER SHINGLE ASPHALT/FIBERGLA55 ROOFING SHINGLES AND AGGE55ORIES - SEE GODE NOTES ABOVE. ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS REQUIRED. TRIM: WHITE ALUMINUM GLADING. RAKE TRIM: 1x2 ON 2x6, SPACE FOR SIDING. FASGIA: 2x6 CONTINUOUS VENTED VINYL SOFFITS. SIDING: VINYL SIDING AND AGGE55ORIE5, WINDOW/DOOR DRIPED6E, FLASHINGS TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TO ASTM D 367q. APPROVED U.L. LISTED FLUE GAP AND COLLAR WITH SLOPED STAINLESS STEEL CHASE GAP. GHIMNEYS/FLUES TO BE 3'-o" MINIMUM OVER ROOF AND 2'-0" MINIMUM HIGHER THAN I REG?UIREDRIN R808.EST UGTURE WITHIN 10,_0' . CRICKETS AND FLASHINGD A5 I-- � � _ 1 fr I I I Tj- � r ANOELO s . NIGOSIA, P .E . —� J Englneering Design sa^ MAX. sLOPe ZL — _ — _ _ _ _ Mt. Sinal, NY 11766 .__..II LL,,_ hI� 42 Hayward Avenue - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - L _I_ _ J 631-q28-2112 Fax 631-928-2163 TWO STORI' Approved:: of N• e HOLE) qL GEDAR HD REARELEVATION LEFT SIDE ELEVATIONS REFERENCE 'w Fi NOTESra 166% Desi ned b : ASN Drawn b :6K Job No.: Rev.: Sheet: REVISIONS Scale: I/4"=1'-O" Date: 7/26/12 12-060 2 of � FOUNDATION NOTES: ASSUMED 501L BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO THE FOLLOWING GLASSES OF SOIL MATERIAL ONLY:GW,GP,5W,5P,5G,GM,5G. NOTIFY ENGINEER IF SITE CONDITIONS VARY FROM A55UMED CONDITION, BASEMENT WALL5, FOUNDATION WALL5, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE EXF05ED TO THE WEATHER To BE 3000 PSI ® 28 DAYS. POURED GONGRETE. PORCHES, CARPORT SLAB5 AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLAB TO BE 3500 P51 POURED CONCRETE. ALL POURED GONGRETE IS TO BE AIR ENTRAINED. IN GONFORMANGE WITH 01218. NOMINAL SLUMP: WALLS 6, SLABS 5. R525.1 IN AREAS 5UBJEGT TO DEGAY' DAMAGE AND ALL WOOD IN CONTACT WITH THE THE GROUND SHALL REQUIRE THE USE OF APPROVED PRESSURE PRESERVATIVELY TREATED OR DEGAY-R5I5TANT LUMBER. R324.3,1 TREAT GUT ENDS, NOTCHES $ DRILLED HOLES IN ACCORDANCE WITH AWPA R524 SUBTERRANEAN TERMITE CONTROL TERMITE SHIELDS. PRESSURE PRE5ERVATIVELY TREATED WOOD IN ACCORDANCE WITH THE AWPA STANDARDS AND/OR TERMITE RESISTANT WOOD. CHEMICAL SOIL TREATMENT MAY ALSO BE NEGE55ARY DEPENDING ON 51TE GONDITIONS. R401.3 DRAINAGE. 5URFAGE DRAINAGE SHALL BE DIVERTED TO DRYWELLS OR OTHER APPROVED PONT OF GOLLEGTION NOT TO GREATE A HAZARD. LOTS SHALL BE GRADED A 50 AS TO DRAIN WATER AWAY FROM FOUNDATION WALL5 A MINIMUM OF 6 INGHES WITHIN 2 0 46 p THE FIRST 10 FEET OR SWALE5 5HALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. R401.4.1 GEOTEGHNIGAL EVALUATION. IN LIEU OF A COMPLETE GEOTEGHNIGAL EVALUATION, a"' Pc. L B BELow BASEMENT FL R THE LOAD-BEARING VALUES IN TABLE R401.4.1 HAVE BEEN ASSUMED. COMPRESSIBLE OR 4" D IN TO DRYWELL SHIFTING SOILS SHALL BE REMOVED IN GONFORMANGE WITH R401.4.2. LENGTH OF WALL AS REdD. R4022 CONCRETE. MATERIALS USED TO PRODUGE GONGRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN AGI 318 OR ASTM G 1151. REINFORGING STEEL AND INSTALLATION TO BE IN CONFORMANCE WITH AGI 318. ANCHOR W H16H x s" THICK P.G. HALLS — — — — — — — — TAPER GHEEKS TO ACCOMODATE STEPS BOLTS TO BE IN CONFORMANCE WITH A5TM 301. ON 16" WIDE x B" THICK P.G. FOOTIN 5 4' 0 2-N5 ND ENT IN FERIMFOTTOM of FoorlN Dry ;" R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS. ALL -v' AROUND ENTIRE PERIMETER. .-'� 4" P.C. SLAB j Q STEP FOOTING 30' MAX 12" N1 E TE 5 5 O . T 6 E •. rc, EXTERIOR FOOTINGS 5HALL BE PLAGED AT LEAST 3'-0" MINIMUM BELOW GRADE. THE TOP - - — L - - - �' • -- - - - - - - - - SURFAGE OF FOOTINGS SHALL BE LEVEL. GHANGES IN ELEVATIONS AND ADJAGENT SLOPE 1 ,.,,� • ;•. :�•, .: 0•; 5 ; ,r•. • - - : .. , - - • � '• ': ",., REQUIREMENTS SHALL BE IN CONFORMANCE WITH R403. 1 r() 72xa R404.1 GONGRETE FOUNDATION WALL5 SHALL BE GONSTRUGTED AS SET FORTH IN SECTION DOOR JAMS R404 AND AGI 318. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL : I "• 1 REBAR SEE SECTION. " 1 '' HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN USE AN APPROVED STEEL FLUE 1 ' I J J .•` SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BAGKFILL. SUCH BRAGING 15 NOT FIRESTOP FLUE CHASE AT ALL 3I'-o" Is'-o" REQUIRED FOR WALLS SUPPORTING LE55 THAN 4 FEET OF UNBALANCED BAGKFILL. FLOOR 6 CEILING LEVELS _ J ;' • - - ',' - R405.1 FOUNDATION DRAINAGE. A DRAINAGE SYSTEM 15 NOT REQUIRED WHEN THE � FOUNDATION 15 INSTALLED ON WELL DRAINED GROUND OR 5ANDGRAVEL MIXTURE SOILS m _ — HTF - AGGORDING TO THE UNIFIED SOIL GLASSIFIGATION SYSTEM, GROUP I SOILS, A5 DETAILED g sB6 BASEMENT „ IN TABLE 405.1. OTHER SOILS REQUIRE DRAINS IN CONFORMANCE WITH R405.1 AROUND ALL s/6" TYPE ry 4° P.o. SLAB ry ' • CONCRETE OR MA50NARY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE :.' D. OVER HEATER POST FROM H ADER ABov OR USABLE SPAGES LOCATED BELOW GRADE. • 5'-10" 5'-IO" 3,_4.. — — — R406.1 FOUNDATION DAMPROOFING. EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY — Wx16" P.C. PIER 1 SECTION R406.1 8 2, FOUNDATION WALL5 THAT RETAIN EARTH AND ENCLOSE HABITABLE x ' 114 L 2- 15/4" x I/4' LV F- 1 3/4' x 9 1/4" LVL r 2- 13/4" x 9 1/4' LVL TO BELOW 4" — — _� — — P.G. FLOOR OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF Q 1 t. THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED DAMPROOFING L — J L — �- J — J OR WATERPROOFING MATERIALS LISTED IN SECTION R406. IN AREAS WHERE A a UNEXCAVATED BEAM PKT TrP. 4" 3500, PSI P.G. SLAB Al H MM ,;,r I Q TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR - 3" DIA, 5TEEL coL. OVER 6 COMPACTED SAO ro FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITBALE OR USABLE SPACES ON 2'-f0"x2'-O"xl'-O" DEEP o LOCATED BELOW GRADE SHALL BE WATERPROOFED AS PER R406.2. 1 P.O. F765. TYPICAL R401 STEEL COLUMNS. ALL SURFAGE5 (INSIDE AND OUTSIDE) OF STEEL COLUMNS SHALL r COD d ;°.j BE GIVEN A SHOP GOAT OF RUST-INHIBITIVE PAINT, EXGEPT FOR GORRO51ON-RESISTANT 4 o = to „' AND COATED STEEL. APPROVED MANUFACTURED CORROSION-RESISTANT, COATED STEEL Mn iv pry a ,?y GOLUMN5 WITH TOP BEARING PLATE SHALL BE BOLTED TO THE GIRDER AND THE BOTTOM SD rn 11 sere ,• I I sHT.e WITH ANY ADJUSTABLE THREADS ON BEARING PLATE IMBEDED IN THE CONCRETE SLAB. _ STAIR RAILING PER x v iV - x SECTION R5115.6 ry — tt 2" RIGID FOAM INSULATION - - - - - - - - - - - - -� 7•', <r AROUND PERIMETER. SEE p 4" PC SLAB ''� SECTION. v L - - - - - - - - - - - - - J 1 , APER CHEEKS lf0 A GOMODATE STEPS SHEAR WALL HOLD DOWN A STEP FO TING 30' MAX 5/6" DIA. GALV. STEEL THREADED ANCHOR BOLT S-}T.(9 e 5/5" DIA ANCHOR BOLTS SET 12" DEEP INTO EXISTING PG. FOUNDATION SHTb MAX. 4'-0" O.G. t SEE DETAIL I' FROM CORNERS II'-8" FOOTINGS IN UNEXCAVATED AREA TO BE 5'-0" BELOW GRADE MIN I6-4" OU1�lD TI ON fi� 1�1 ANOELO S . NI COSI A, P .E . Engineering S Design 42 Hayward Avenue Mt. 51na1, NY 11766 631-028-2112 Fax 631-C28-2163 Approve TWO STORY OF NE{(, RESIDENGE �� a" �09� GEDAR DRIVE, SOUTHHOLD FOUNDATION PLAN $ NOTES MOF[tt10N� Desi n-d b ASN Drawn b :6K Job No.: Rev.: Sheet: REVISIONS SCale: 4 =1'-O" Date: 7/26/12 12-060 3 of 211 10 '' MAX 2 u 1/2"x 0 1/4" STEEL PLATE 1/2" CARRIAGE BOLTS 1/2" DIA. GALV. Z51 2- 1 3/4"x9 1/4" LVL CARRIAGE BOLTS (TYP.) A 4H'-O" 36" HIGH INYL RAILIN65 TYPE II SHEAR WALL 20 MAX WITH 2x2" BALUSTERS " SPACED MAX. BETWEEN 6'_3" all 8' 9.. FL I TGH PLATE DETA I L SCALE: 1-1/2"= I'-O" LEN6T I OF WALL AS REOD. P.O. PLATFORM 6 STEPS AS REOD $ ° " o FRAMING NOTES 2 2" 19" HD ALL FRAMING LUMBER TO BE DOUGLAS FIR-LARGH #2. PRESSURE rw Io m - - - - - - - - - _2_rw ase _ _ T PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2. 8068 SLIDER ° 2-2"x12" HDR. EaE F 2-1 3/4'k9 I/a" LUL HDR. I TYPICAL HEADER SIZE IS TO BE 2-2"x10" MINIMUM UNLESS NOTED `0 1 BATH GLm p p u NO HOLES ALLOWED IN LVLS OR ANY HEADEWGIRDER. NOTCHING AND USE AN APPROVED STEEL FLUE- 2• O O BORING OF SOLID 5AWN JOISTS ARE TO BE IN CONFORMANCE WITH FLOOR ST 6 GFEIUE CHAS EAT ALL II'-10" O" _ - I4'-o" z'-0" m m I3'-b" AFdPA WFGM. O R 8-O' GEI 1N5 F RST FLOOR p DOUBLE F.J. UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOLID m �o - - - BLOCKING UNDER NON LOAD BEARING PARTITIONS. -JOISTS TO I o -1 o 7 o IN IN BEDROOM o CONFORM TO MANUFACTURER'S INSTRUCTIONS. 4 ry KI GHEN LL = FAMILY ROOM LL I GL N IN ry o JOISTS/RAFTERS SHALL BE LOCATED DIREGTLY OVER TOP PLATES. y - SEE DETAIL PAGE 6 P.G. SLAB WITH WALL TO ry 5Hr6 m FOR 2" HALL STUD DerA1L ry SOLID BLOCKING/ SOLID WEB STFFNERS AT ALL SUPPORTS. DAPHRAM WALL CARPETING avER SD BLOCKING AS INDICATED. NAILER5 FOR GYPSUM BOARD CEILINGS AS Posr ro Fou DArIaN ELow 1 POST TO COL MN B Low L I e POST TO FOUNDATION BELow 2^ INSTALL CEILING REQUIRED. FIRE/DRAFT STOP CHASES AND PORCHES. FAN. VENT TO :p 4- 1 3/4 x a 1/2 L r-0° OUTSIDE iv LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOW5: _FLUSH HEADER 3-1 3/4" x 9 1/4" LVL WITH 2- 3/8" STEEL_F ITC _ E=2,000,000 51, F'0= 2800 51, FV=28S 51 Q 1-105 OPG. d. FLU5H HEADER SEE DETAIL p p p :o w 31_ 15°H°OPG, r LVL5 TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVL5. ry II N APARTMENT V 2'x10" RIDS OD 7 6 NAILS 2° O.G. FOR 4 N BATH RS NOTIFY ENGINEER IF MORE 4'-6" - L- R' w THAN 0 RISERS REUP. RII INSULATION BErwEEN MAIM m _ Q DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER - HOUSE AND m SIDE LOADED MULTI_M OF 2 ROWS OF I6d NAILS 12" O.G., 3 ROWS OF I6d r - ERS. SEE NOOK w - ro H O 5'-10' O 0 O INSTRUCTIONS FOR BOLTING OFBFOUR MEMBERANDFAS ENING OF a O U W a N Oj 3-2"x " F USH HDR. LY BEAMS, i' K p IN IN " CEILING FIRST FLOOR Oi V b- MIN. - in 4'-8" WIDE STEPS K HE D RM. �' NUMBER OF RISERS CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING ro ^� m V-I GOp -ii A5 REQUIRED. 0 c HANGERS, AS PER MANUFACTURER'S INSTRUCTIONS. - LIVING ROOM d: HANDRAIL5 REQUIRED. ' O 10"_ LU HDR. 5H .6 _ IF 4 OR MORE RISERS sHr6 OI SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS, k 3'-H" SD x, ry HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC. ry Q, O d o W � Q 1 o �- O I 15_e o O NAILING SCHEDULE - MINS. AFd PA WFGM REFERENCE (2001 EDITION) m u�p FOI x a o ry s NOT INCLUDING UPLIFT d HOLDOWN CONNECTIONS. = % 2-2"x12" HDR. N _ _ — —j oi m - W `9 '0 PLAY ROOM DESCRIPTION - CAW. COMMON NAILS # NAILS NAIL SPACING -I 3/4"x9 1/4" LVL HD . O 2-1 3/4"x9 I/4" -/— III A N'TH FING 51 2-r 0s2 - - .- - - - IJ 2 T 3052 ry WALL CARPETING ovER 11 ry ry 20OM TUR HEATHAT IN4' P T PERIMETER ZOO ZONE 8d 6" O.GINEDGE,, 2 PER SHINGLE o w o L, m x R ,ry P STRUCTURAL SHEATHIpNG - INTERIOR ZONE 8d 6" O.G. EDGE, 12" O.G. FIELD SHEATHING 9 FLUSH AND FLYING _ ro 5EE5EGTI0 B. L - - - - - - - - - - - -- - - - - - - - J GAF ER/STTOP PLATEN I EDNAAEDES 8 8d P O.G. FIELD v N WINDOW HEADER TO BE 8 4 (METER ZONE 8d 6 O.G. EDGE, 6" O.G. FIELD ad 6,11 O.G. EDGE, 4" O.G. FIELD - w e 2-1 3/4^x9 /2' wL HDR. 120 MPH 0 FLUSH AN FLYING GABLES PER RAFTER L ) 3-ad PER JOIST 2-r os2 GEILING JOIST/PARALLEL AFTER (FAGE-NAILED) 3-I6d EACH LAP IF G.J. NOT ON TOP PLATE A C, NG J015T LAP AT PARTITION AG NAILED) 3-I6d EACH LAP SHT.6 H' o' 6" OVERHA G rYP. COLLAR TIE TO RAFTER (PAGE-NAILED 2-I0d PER TIE 3-IOd RE V. 0120 MPH ZONES BLO4K TO R,gFTER (PAGE-NAILED) 2-8d EACH END RIM (FASCIA) TO RAFTER (END-NAILED) 2-I6d EACH END 5+-11" e'-2" H'-2" GYPSUM BOARD - GEILING 5d COOL T' O.G. EDGE, 0" O.G. FIELD 16'-4" TYPE 11 SHEAR WALL TYPE 11 SHEAR WALL WALL: 48'-011 GYPSUM BOARD - WALL 5d COOL T' O.G. EDGE, 10" O.G. FIELD STRUCTURAL 518D 6" O.G. EDGE, 12" O.G. FIELD WINDOWS TO BE ANDERSEN OR EGUIV. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d PER FOOT WINDOWS TO MEET ALL RELEVANT ENERGY, TOP PLATE AT INTER5EGTI0�y5 (FACE-NAILED) 4-I6d JOINTS - EACH SIDE STUD TO STUD (FACE NAILED) 2-Ibd 24" O.G. EGRESS, LIGHT, VENTILATION AND WIND HEADER TO HEADER (PAGE-NAILED) I6d 16 O.G. ALONG EDGES TOP/BOTTOM PLATE TO STUD ((END-NAILED) I6d PER STUD LOADING REQUIREMIENTS. BOTTOM PLATE TO FLOSTUD R DO ,TO/RIM ILED) 2-I6d PER FOOT FLOOR: STRUCTURAL TEG SUBFLOOR - GLUED 8d 6" O.G. EDGE, 12" O,G. FIELD JOIST TO SILL/PLAT /GIRDER (TOE-NAILED) 4-8d PER -1015T BRIDGING TO JOIST��OE-NAILED) 2-8d EACH END BLOCKING TO J015T kT(POE AILED) 2-8d EACH END BLOCKING TO SILL 0 TOP PLATE (TOE-NAILED) 3-I6d EACH BLOCK LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6d EACH J015T J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST BAND JOIST TO 5ILL/PLATE (TOTE-NAILED) 2-I6d PER FOOT I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. FIRST FLOOR FLA ( AREA = 1313 50. FT. ANOELO S . NIGOSIA, RE . Engineering if Design 42 Hayward Avenue Mt. Sinal, NY 11166 631-928-2112 Fax 631-028-2163 Y Approved: TWO STOR Of� Eti,� RSI DENGE a' o CEDAR DRIVE, SOUTHHOLD ~ 7. FIRST FLOOR PLAN 8 FRAMING NOTES Moro��oN�` Desi ned b : ASN Drawn b :GK Job No.: Rev.: Sheet: REVISIONS Scale: 1/4"=1 -0" Date: -7/26/12 I2-060 4 of l PLAN REFERENGE NOTES R505 GLAZING AT HAZARDOUS LOGATION5 SHALL HAVE GLAZING PROTECTION IN CONFORMANCE WITH R308. IN GENERAL, GLAZING IN ALL DOORS 8 FIXED 51DE PANELS. 6LAZIN65 LE55 THAN 60" ABOVE SURFACES OF TUBS, SHOWER5, ETC., GLAZING WITHIN 24" ARG OF DOORS IN GLOSED POSITION WITH A SILLS LE55 THAN 60" ABOVE FLOOR, 6LAZIN55 OVER q SQUARE FEET AND LE55 THAN 18" ABOVE FLOOR, GLAZING NEAR STAIRWAYS/LANDINGS. SEE COMPLETE TEXT OF R308.4 GLAZING FOR SHT.6 SPECIFICS ON LOCATIONS AND EXGEPTION5. 32`0" R308.6 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THI5 SECTION AND HAVE FULLY TYPE 11 5HEAR WALL TEMPERED GLAZING, 5'2" 8309 GARAGE OPENING PROTECTION AND SEPARATION REQUIRED TO BE AS NOTED AND IN CONFORMANCE WITH R30q, GARAGE FLOOR SURFACES SHALL BE SLOPED TO FACILITATE THE FLOOR DRAIN MOVEMENT OF LIQUIDS TO DRAIN TOWARD THE MAIN VEHICLE ENTRY DOORWAY. UNDER 14A5HER rw2 210 Tw2 25 — — — — — — — — — — — — —Yves 6 — — — — — R310.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET, 24" MINIMUM CLEAR OPENING HEIGHT, 20' MINIMUM CLEAR OPENING WIDTH, 44" MAX. SILL HEIGHT. FINAL INSTALLED STAIRWAYS, HANDRAILS, AND GUARDS SHALL BE INSTALLED IN FULL GONFORMANGE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT RESPONSIBLE FOR THESE INSTALLATIONS. s'_O^ N v v I 2'-o1' - O O o GIL m R31L5.1 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE 1 MASTER BATHS a 6„ BATH o y PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT -I q B T-6^ -0" m ? � 11'-e" at PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THEMINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INGLUDING TREADS AND LANDINGS, SHALL m NOT BE LE55 THAN 31.5 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 2T INCHES ry ry N n ry ry m WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RISER HEIGHT SHALL BE 8.25" AND THE MINIMUM TREAD DEPTH SHALL BE q" IN GONFORMANGE WITH 8314.2. MINIMUM HEADROOM BEDROOM 2 1 6'-81'. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN AGGORDANGE WITH SECTION R303.4. USE AN PPROVED STEEL FLUE 51�51 OD n ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND FIRE5T0 FLUE CHASE AT ALL a IN % ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INGH GYPSUM BOARD. FLOOR a cEluNe LEVELS. o SIDsere HALL A R311.5.6 HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INGHE5 �KQ 0 v e I/z vwL O 5D ROOF BELow RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS SHALL BE PROVIDED ON ooz O O O _ wo ;� AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL P, NOTIFY ENGINEER 1F a N MORE THAN 13 LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER W D H p U N P15ER5 READ. U T-O" = m _ _ OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE m - 2"xl0" RIDGE .9 2�• •I E n _ ,� x GL N RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A HALL SHALL rv0 O ry HALL ND THE HANDRAIL. THE HHAND6RIP PORTTIIL ION OF HANDRAILS SHALL HAVF NOT LE55 THAN 1.5 INCHES (5E A C) UUIRCAR GRO55 SECTA dBETNEEN THE 3'- " Gobs SL OF 1-1/4 INCHES MINIMUM TO 2-5/8 INCHES MAXIMUM, EDGE RADIUS OF 1/8". Ih r_ q OF CATHEDRAL GLC. oi J J MASTER In 3`8 O 0 OBEDROOM 3 nu 8312.1 61UARD5 ARE TO BE A MINIMUM 36 INCHES (q14 MM) IN HEIGHT. OPEN SIDES OF STAIRS WITH A BEDROOM m m o TOTAL RISE OF MORE THAN 30 INGHE5 ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS 1 GATHEDRAL GL6. ^ xp D (EACH SIDE) NOT LESS THAN 34 INGHE5 IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE 1 E SECTION. — 1 TREADS, (SECOND STORY GUARDS ARE RECOMMENDED TO BE HIGHER.) lz Q Q R313.1 SINGLE AND MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED IN EAGH SLEEPING ROOM, 1 p m ry ry OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VIGINITY OF THE BEDROOMS ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS. THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE AL OF I IP-lo^ T-4^ 1u'-5" I THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS 1 z-z"x12^ z-z"x12" I OVER B,AGK6ROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN AGGORDANGE WITH THE PROVISIONS OF THIS CODE AND THE L _ _ _ _ _ _2_-T 3046 _ _ _ _ _ _ __TW3 46 _ ____ _ __ 2-Til 046 _ _ _ _ HOUSEHOLD FIREWARMING EQUIPMENT PROVISIONS OF NFPAl2. R315.1 WALL AND GEILIN6 FINISHES NOT INCLUDING TRIM, DOOR OR WINDOW FRAMES SHALL HAVE A ROOF BELOW FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200. WALL AND GEILIN6 FINISHES SHALL e" OVERHANI TYP. HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. e R318.1 A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF ALL INSULATION, SHi6 RI001.1 MA50NARY CHIMNEYS SHALL BE CONSTRUCTED, ANCHORED, SUPPORTED AND REINFORCED AS REQUIRED INTHI5 CHAPTER AND THE APPLICABLE PROVISIONS OF GHAPTERS 3, 4 AND 6 WITH APPLICABLE CLEARANCES TO COMBUSTIBLES AND FIRE5TOPFIN6. AAAI 6'-3" RbOTI ATTIC, ACCESS. AN ATTIC AGGE55 OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER. THE ROU6H- 32-0^ FRAMED OPENING SHALL NOT BE LE55 THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A TYPE a SHEAR WALL HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30-INGH MINIMUM UNOB5TRUGTED HEADROOM IN THE ATTIC, SPACE SHALL BE PROVIDED AT 50HEPOINT ABOVE THE AGGE55 OPENING. SEE A WINDOWS TO BE ANDERSEN OR EGUIV. SECTION M1305.1.4 FOR AGGE55 REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. SHT.6 WINDOWS TO MEET ALL RELEVANT ENERGY, 8808.1 COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 INCHES FROM RECESSED EGRESS, L16HT, VENTILATION AND WIND LIGHTING FIXTURES, FANMOTOR5 AND OTHER HEAT-PRODUGIN6 DEVICES OR SEPARATED IN LOADIN6 REQUIREMENTS. ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE FIXTURES LISTING. RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION N1101.3. SEG OND FLOOR PLA ' AREA = 8.32 50 FT. AN6ELo S . N SOS A, F .E . Engineering $ Design 42 Hayward Avenue Mt. 51nal, NY 11-766 631-q2b-2112 Fax 631-q28-2163 TWO STORY Appro oOrr a EW `09 RESIDENGE CEDAR DRIVE, SOUTHHOLD 5EGOND FLOOR PLAN ���e oes�a ��ro a REFERENGE NOTES M°►n��°N� Desl ned b : A5N Drawn b :6K Job No.: Rev.: Sheet: REVISIONS Scale: 1/4 = 1 -O Date: -7/26/12 12-060 5 OF 7 ENERGY NOTES: 4" VENT THRU ROOF 4" VENT THRU ROOF n Gelling Type I: Flat Gelling R-38.0 cavity Insulation, Ventilation baffles. I/2 G, ✓UI - ED. Gelling Type 2: Gothedrol Gelling , R-19.0 cavity Insulation. Wall: Wood Frame, 16" o.c., R-130 cavity Insulation 2 Wlndow5: 10,340: Andersen - Low E Glazing. Skylights: Wood Frame, Double Pane, 1.1-factor: 0.420 Door Type I: 6I055, U-factor: 0,340: Andersen Dr. 211x4 STUD STUD O.G . Door Type 2: Solid, U-factor: 0.220: 5teel/f9ber9la55.Dr Floors: Floor I:Wood Joist, Over Unconditioned Space, R-19.0 cavity Insulation HVAG Equipment: Installed In conformance with Section 508, Boller: 62 AFUE MIN. SIMPSON A2I OR EQUIP/. Air Leakage: 502.1.4Jolnt5, penetrations, and all other such openings In the building MASTER BATH LAUNDRY/BATH envelope that are sources of air leakage must be sealed as specified In 502.1.4.2. 4 _ — _ o BOTH SIDES Recessed lights must be Type IG rated and installed with no penetrations sealed or _ _ gasketed to prevent air leakogelnto the un-condltlond 5pace.Vopor Retarder to be n-Hinter side of T 2 orm max. Materials Idelnt1fCatiom Materialls and equipment musk 0 be dentfiedso that compliance can be determined and must be Installed In accordance with the manufacturer's - - 2x5 PLATE Installation Instructions and code. Duct Insulation to conform withSoction 503 Fireplaces must be Installed with tight fitting non-combu5tlble Fireplace doors -I/2" and must be provided with a source of combustion air, as required by the building -1/2" W, code Service Water Heating to be Installed In conformance with 5ectlon 504. Insulate circulating hot water pipes to the levels in Table 1. Heating and Gooling Piping T B TUB SECOND FLOOR Insulation to conform HILh Section 503. 2 3 3 2 2,, DRAIN 2' 2: 2 " WALL SUPPORT DETAIL 1/2 BATH KITGHEN PLAY RCEOM BATH NO SCALE 4" �-- 2" I-IA2" D.W. � TUB FIRST FLOOR B" S„ 2:, — — r — � F.A.I. 2:. I 2" 1 R-13 411 TO SANITARY LIVING IN5UL. HOUSSYSTEM ROOM TRAP PLAY ROOM TRAP � 1 4" P.G. SLAB WITH WALL TO WALL CARPETING OVER GRADE PLUMB I NCS D I A6RAM NO SCALE BASEMENT '^ PVG VENTS 6 DRAINS 2" RIGID FOAM INSULATION COPPER SUPPLIES ENTIRE PERIMETER. r, J. SECURE WITH 4-3/5" DIA x 3" LONG LA6 BOLTS S�G T I O N G CONTINUOUS RIDGE VENT �2"xl2" RIDGE ROOF CONSTRUCTION ASPHALT SHINGLES I5# FELT PAPER 12 1/2" GDX PLYWOOD \6 OG, ?,kB �5 2"xb" R.R. I6" 0.6 2X� RR. k R R.R O. 6:0 C C 2i_p. I'xb" PINE FASCIA " ' ALUM. GUTTERS $ LEADERS 11-19 INSUL. 11-315 Irl JOIN MEMBERS WITH 2- 4" Ibol NAILS INSUL. 2-2x6 HDR T MASTER BEDROOM MASTER BATH ° ** N io 2" Q� 01 WALL CONSTRUCTION STEEL JOIST HANGERS TYR W'I'G' HALL '0 30• X VINYL 51DIN6 �j, `r N m 15K FELT PAPER R2' GDX PLYWOOD X 11 2"x4" STUDS 16" 13 INSULATION G 2"x10" F.J. 16" O.G. 2"x10" F.J. I6" 06. 2x0 RIDGE 2-2"x1O" HDR. BOLT INTO PORGH GIRDER JACKS pj 1/2" GYPSUM BD. 4- 1 3/4 x 9 1/2 LVL 2x6 RR. 16112"AC" WITH 1/2" DIA. LAG BOLTS, 3 PLAGES. FLUSH HEADER }— FLOOR CON5TRUGTION 2-2x6 HDR. F.J. I6" O.G -x4:FINISH FLOOR ON 2-2"xl0" FLUSH H R.UNDERLAYMENT ON 1/2" GYPSUM BD. NOOK KITGHEINI - F 1/2" GDX PLYWOOD THRUOUT Z O 5UBFLOOR1/2" GDX PLYFOYERPORGH SUPPORT SRAGKET DETAIL SILL GON5TRUGTION NSUL (TYP.) 245 REBAR WITH 2" COVER 4x4 POSTS SEE (I) 2"xb" A.G.Q. WOOD SILL TO EXTEND Ib" BEYOND SUPPORT BRAGKET DETAIL. 4--211 5/5"TDIA, ANOOHOR BOLTS ERMITE SHIELD S SILL SEALER 2"x10' F.J. I6" O.G. 2"x10" F.J. 16" O.G. I ' 2xb AGQDOOJ AM5 ALL AROUND 15 F. ®3'-0" OG 6 1'-0" FROM ENDS GRADE 2- 1 3/4" x 9 1/4" LVL GIRDER FOR 13 RISER R-I91N L. �q FOUNDATION " F.J. 16" O.G F' DAMP PROOFING BASEMENT Q GRADE 2-2"xl0" G\0? COATING BELOW ', : \ / \I `(O ELO S • NICOSIA \ � � . GRADE PER SECTION R406 3" DIA. STEEL COL. Qw 4" BELOW BASEMENT FLOOR / e" P.C. FOUNDATION o �0� En Ineerin d De5i n 4" DRAIN TO DRYWELL � -�' ,tp' 9 9 9 42 Hayward Avenue Mt. Sinai, NY 1166 631-928-2112 Fax 631-928-2163 4OOTING "• .. -: ( 31_10, 16" WIDE x b' THICK P.G. FOOTIN65 V.I.F. /� �7Y A rOV 25 REBAR COVER ENTIRE PERIMETER PG. SLAB P.C.PIG O x I'-O" T" 'O STORY pp OV NS s �Rn. 0 ID9 RESENGE Y7 x CEDAR DRIVE, SOUTHOLD s W SEGTION A SECTION B SECTION, ENE DIA61R DIAGRES �� roaaeaE� e�° $ PLUMBING AM MOS"jjO�� De51 ned b : ASN Drawn b :6K Job No.: Rev.: Sheet: REVISIONS Scale: I/4"=1'-O" Dote: "/26/12 2-060 6 of 7 SIMPSON STRONG-TIE G520 RIDGE BEAM ® CATHEDRAL GI-65. 12" 12" ROOF RAFTERS LU526-(2x(g) RAFTER TO STUD STRAP ZMAX LBPS 5/81 HOLD DOWNS LU525-(2xb,2xlO 8 (SIMPSON H2 0 SIMPSON MT512 16" O.G. 2x12 RAFTERS) EVERY RAFTER) NOTCH TO ACCEPTTER HANGER TYPICAL ANCHOR 5OLT5 HEADER TO JACK STUD RAFTER TIE 6 STRAPPING DETAILS 6oTTHH BIDESSON LSTA24 2X6 AGQ SILL PLATE I. INSTALL STRAPS a 16"O.G. OR COLLAR TIES a I6"OC IN UPPER THIRD OF ATTIC 2. IF 5TRIPPIN6 IS INSTALLED OVER SHEATHING USE IOd NAILS A5/NAILIN6 SCHEDULE. SILL BOLTIN6 DETAIL (SILL TO FOUNDATION) GUT STUD TO STUD STRAP LENGTH GONTINOU5 BLOGKINS 51MP50N L5TA3(9 16" O.G. 1211 ®BEARING PART M N. 12" MIN ON STUD -1/4"X 20 GAGE 6185 6ALV 12" MIN. STRAP W/(5)-8D GOM NAILS CLEAR SP N OTVOR9NTIE GS) STRAP SILL TO HEADER TO JACK STUD STRAP 520 SIMPSON LSTA24 BOTH SIDES BOX JOIST AT FOUNDATION M N. BOLT LOGATIONS Provide minimum SON 6520 $ IINNIRAP 12" MIN. and dl5tance ONTO FLOOR JT. Equal number of 2" M N. I-1/4"x20 6A6E 6185 5peclfled na115 In each end STUD TO BOX JOIST STRAP 6ALV STRAP NAIL TO BACK SIMP50N L5TA24 16" O.G. W/(5)-8D GOM NAILS LL -/4" x 15gqa 6ALV. MTL. NAIL TO 6AGK OF SILL 5TRAPPIN6 6 EAGH STUD RUN 12' ON. SND FACE SIMPSON G520 STRAP SILL TO BOX JOIST � PC, FOUNDATION WALL GANTILVER 5TRAPPIN6 DETAILS AT FOUNDATION BOLT LOGATION5 SEE DETAIL APPLIES TO GARAGE WALL I. INSTALL STRAPS a I6"0.6, 2. FLOOR JOISTS MUST ALIGN W/5TUD5 AND SLAB ON GRADE GONSTRUGTION ALL 5TRAPPIN6 MAY 60 OVER SHEATHING WHEN loci NAILS USED NALL , RAFTER i$ GANT I LEVER STi AFF I NCS DETAILS SLAB ON 6RADE DETAIL- 112'' ETAIL1/2" SPACING O ALLOWS HOLD DOWN INSTALLATION SIMPSON H I TIE 16" O.G o o ENDWALL SIMPSON H I TIE 16" O.G. R.R. TO GIRDER R.R. TO GIRDERSIMPSON PH05-5053 HOLD DOWN WITH 5/a" DIA. SIMPSON PHD2-5053 HOLD DOWN CORNER STUD 3-2"X10" AGO 61RDER ANCHOR BOLT b GNW GOUPLER NUT ATTAGH ON BOTH SIDES CONNECTED WITH A HOLD DOWN o CONNECTED TO 61RDER HOLDOWN TO GORNER STUDS WITHY4°X3" WOOD 5/a" DIA. THREADED ROD SECURE TO TRANSFER SHEAR r�5,TEEL A X 18" L6. STEEL STRAP STUDS WITH Y "X3" WOOD SCREWS. 0 0 _ DECORATIVE EACH COLUMN WITH 1' SCREWS. SEE FOUNDATION PLAN FOR LOCATIONS. a o STRUGTU -I/4 X I66A X 24" LG. STEEL STRAP SEE FOUNDATION PLAN FOR COLUMN TS d NAILED TO GIRDER BOLTED TO EACH COLUMN WITH LOCATIONS. (3) 1/4" DIA. STAINLESS STEEL BOLTS NAIL COMMON NAILS o6" O.G. B NAILED TO GIRDER o F.J. F.J. 10" SQUARE STRUCTURAL FIBERGLASS COLUMN p� 1-1/4" X I66A X 30" L6. STEEL STRAP BOLTED TO EACH COLUMN WITH 1-1/4" X III X 30" 1-6. STEEL STRAP 5/5" DIA 6ALV. STEEL THREADED ANGHOR BOLT (3) 1/4" DIA. 5TAI NLE55 EMBEDDED 12" IN FOUNDATION B SET 12" DEEP INTO EXISTING P.G. FOUNDATION OR C-)\ STEEL BOLTS 8 NAILED TO 61RDER BOLTED TO COLUMN WITH WITH EPGON SYSTEM CERAMIC 6 EPDXY OR EOUIV. (3) 1/4" DIA. STAINLESS STEEL GARRAI6E BOLTS TO FOUNDATION FLOOR TO FLOOR CORNER HOLD DOWN • 4" PG SLAB ON PG FOUDATION SHEAR WALL HOLD DOHN DETAILS SIMP50N EP666 ANGHOR IN CONCRETE LOCATED ON A FG SLAB STEEL CONNECTOR GO4TI NCS NOTE ANOELOS . N I GOS I A, F .E . ee 9 9 Deelgr LOGATED ON A WOOD DEG< ALL STEEL STRAPIN6 AND GONNEGTORS IN 42 Hayward Avenue Mt. SInol, NY 11166 GONTAGT WITH AGG TREATED LUMBER TO 631-q28-2112 Fax 631-628-2163 HAVE A ZMAX/HD6 GALVANIZED GOATING. AID FASTENERS FOR THOSE GONEGTORS TO BE TWO STORY NW COLUMN ST��c�� INCS DETAIL GALVANIZED PER ASTM A 155. RESIDENCE 09 CEDAR DRIVE, SOUTHHOLD 4q I NOTE : HOLD DOWNM�aag�a�s► ero NOT ALL DETAILS APPLY TO THIS PROJECT. STRAPPING DETAILS o►nnoMy Desi ned B : ASN Drawn b :GK Job No.: Rev.: Sheet: REVISIONS Srale: NONE Date: x/26/12 2-060 of 7