Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
38160-Z
uFFQ` TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38160 Date: 7/8/2013 Permission is hereby granted to: ROBERT & PATRICK ADIPIETRO PO BOX 192 PECONIC, NY 11958 To: CONSTRUCT NEW SINGLE FAMILY DWELLING PER PLANNING BOARD APPROVAL AS APPLIED FOR. REPLACES EXIPERED B.P. # 36553 C/O FEE HAS BEEN PAID 7/11/2011(36553) D L� At premises located at: PECONIC LANE, PECONIC SCTM # 473889 Sec/Block/Lot# 74.-3-16.3 Pursuant to application dated 4/13/2011 and approved by the Building Inspector. To expire on 1/9/2015. Fees: PERMIT RENEWAL $1,148.00 Total: $1,148.00 Building Inspector o�s�fFot�co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36553 Date: 7/11/2011 Permission is hereby granted to: Adipietro, Patrick &Adipietro, Robert PO BOX 192 Peconic, NY 11958 To: construct new single family y dwellin g per Planning Board approval as applied for At premises located at: Peconic Ln, Peconic, NY, 11958 SCTM # 473889 Sec/Block/Lot# 74.-3-16.3 Pursuant to application dated 4/13/2011 and approved by the Building Inspector. To expire on 1/9/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,148.00 CO -NEW DWELLING $50.00 Total: $1,198.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 farm). 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 2110 of I% 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. Fbes 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 ZNew / Date. 1- 12- New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: _ 30no lel- Ke_ �� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section r7)-1 Block Lot fro . 3 Subdivision 2 Filed Map. Lot: Permit No.43 ('0 5�3 Date of Permit. �- j/ - /� Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate:✓ check one Fee Submitted: $ Applicant Signature FOLD IlNSPE ON UP(MT DATE CONIlI NTS FOUNDATION(IST) FOUNDATION(2ND) ROUGH FRAMNO& PLU-MING INSULATION PER N.Y. y STATE ENERGY CODE a N0 wr FINAL e DITIONAL COMMENTS &wP a 3 6) c a , o 3�ss3 � z m tm O sp ` j 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. Check Septic Form N.Y.S.D.E.C. Trustees Examined �� ,20_ Contact: Approved ,20 Mail to:� p(//ate 4011141��71'v Disapproved a/c �T Phone: 3/ 74 J — Z n Expiration ,20 / i EC E W Building Inspector V E Rication AP I TION FOR BUILDING PERMIT 2011 Date MAeC-d 10 , 20� DEPT. INSTRUCTIONS SOUTH0LD a.ThiT 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 nna e,if a corporation) ( ailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder CDw /1J (F-� P, Name of owner of premises dJc e , ,6�" �fi �P l, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.Slyeo ,50/4 Plumbers License Nom f Electricians License No.v�/M 5-IJ4 W Other Trade's License No': 1. Location of land on which roposed,work will be done: ' House Number Street Hamlet County Tax Map No. 1000 Section Block' ' "Lot f 3 Subdivision Tile&Map No. ' =J=7 8 3' Lot 3 (Name) ..P... 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V1j cA"—F b. Intended use and occupancy 001 % /�Cr,L�J /\�s 1 17P r� f- 3. 3. Nature of work(check which applicable): New Building Addition 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 014e Number of dwelling units on each floor a.�j e If garage, number of cars /-/0 I�1,:_2 // 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. lA 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 T Number of Stories 8. Dimensions of entire new construction: Front Rear �J G Depth Height 6 ' Number of Stories 9. Size of lot: Front Rear a- Depth CP ;86 r 10. Date of Purchase Name of Former Owner 7e 0-1' L ('S 0;,v 11. Zone or use district in which premises are situated W1,4 NL/ej Ig U3 i 14,f- 12. 4,12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO `Will excess fill be removed from premises? YES NO 14. Names of Owner of premises/{G �l /t� Address/3x �9� /eCv�« Phone No.�3 7-� q 1Z Name of Architect I o 'er° 6 by bp-e✓Z Addres&Ae�f,,Fo N y,/ 63 Phone No(P 3 6 54- 4-1-q y- Name of Contractor O (^1 A/ e A Address O L-J,-eve Phone No. 0 vJAj-e,4 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 * 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) p SS: COUNTY OF //Z 6 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Vy /-,./ E R_ (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 the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 N a Public Signature of Appli LINDA S.CARLSON Notary Public, State of New York No. 01 CA6137178 Qualified in Suffolk County 13 Commission Expires Nov. 14,20.W"." ID 4- ry Town of Southold Erosion, $edimentation & Storm Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: ' O THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A / _ '0 1 11,3 S-FoRM WATER,GRADING,DRAINAGE AND EROSION CONTROL.pLgN s�Tct sec o0 ocx CERTIFIED BYA DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCHON rrEM# / WORKASSESSMj r 7,• Yes No a. What is the Total Area of the Project Parcels? (Include Total Area Of ail Parcels located within ' / Will this Project Retain AD Stottn-Water Run-Offthe Scope of Work for Proposed Construction) 3 �"8 a-SF Generated by a Two(21 Inch Rainfall on Site? / b. What is the Total Area of Land Clearing (SA/�) (Phis item will Include all run-off created by site !/_ /, clearing and/or construction activilies as well as all and/or Ground Disturbance for the proposed F� Sq. Site Improvements apd'the permanent creation of construction activr�y't 0impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIMON (AovtdeAddtiorralPaelesasNeeded) 2 Does the Site Plan and/or Survey Show All Proposed / Drainage Structures Indicating Size S Location?This (� liem shall include all Proposed Grade Changes and O JI/S ,G /C/ C/ I" �}`/ slopes Controlling Surface Water Flow. i/J�/�I i L� e S/ U $ floes the Site Pian and/or Survey describe the erosion "6 Q and sediment control practices that will be used to JEIcontrol site erosion and storm water discharges. This Item must be maintained throughput the Entire Constn)ction Period. 4 W71 this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards _ of Material within any Parcel? El 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand _ (5,000*S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through•the Site? Is this Project within the Trustees jurisdiction El Vl-*" General DEC swPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involvingsda 'Beach? -disturbances of one(1)or more acres; including disturbances of less than one acre that are part of a larger common plan that will Ultimately disturb one or-more acres of land; 7 whi there be Site preparation on Existing Grade Slopes including Construction activities Involving soil disturbances of Less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to ` the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? ( r Stor s Shall meet the Minimum Requirements of the Permit General Permit 8 WIII Driveways,Parking Areas or other Impervious El for Storm water Discharges from Construction activity—Permit No.GP 0-10-001.} Surfaces be Sloped to Direct Storrs-Water RurFOff 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOI Shan be - into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement oftonstniction activity, ght-o�way? 2.The SWPPP shall describe the erosion and-sediment control practices and where 9 Will this Project Require-the Plaeerient of Matedal, required,post construction storm water managementpractim that y"11 be used and/or Removal of Vegetation and/or the Constriction of any constructed vreduce the pollutants nts scorn water discharges and to assure Item Within the Town Right-of-Way or Road Shot7kieir _. eompcompliancewith the terns andnd txmditftlotis of this permit.. addition,the SVVPPP shall Identify potential sources of pollution which may reasonablybe expected to affectthe Area?tmb itemwm NoTin"o rh mstagauo„ofihhreviayApm"o quality of storm watefdischarges. NOTE: MAny Answer to Questions One through Mins is Answered with a Check Mark 3.All SWPPPsthat Fdquire the post-convi uc tion storm water management practice in a Box and the construction site disturbance is bbtween 3,000r3A a 1 Acre in area, component shall be*prepared by a quafified Design Proresstonal Licensed in New York a Storm Water,Grading,Drainage b Erosion Control Plan is Required by the Town of that is kncrMedgeable In the PdAdples and practices of Storm Water Management Southold and Mustbe Submitted forReview Prior to issuance of AnyBuiidingPermit. (NOTE: A Cherie Made(,J<)andlorAnswer for each question Is Required fora Complete Applkatkn) STATE OF NEW YORK, COUNTY OF...Sv.. !E' .....SS 11at I, X.r!.[..1.ekl_ ,ACL,L/�-,,,�.D........being duly swom,-deposes and says that he/she is the applicant for Permit, (Name of Individual signing"Document) And that he/she is the .....o..ir .../�.�... .��,........ (bwner;coniraclor,'..» .......................................................................................... Ag t.Corporate otftcer Pete:) Owner and/or representative of the Owner or Owners,and is duly authoiiz&rto 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 herewith. Sworn to before me this; DD .....................(�....... __day o ��C..................... 20.1// � Notary Public: ._. ................................ .:��l:l....."........ ...... /. .s ....... .............. (Signature of Applicant) FORM - 06/10 Notary Public, State of New York No.01 CA6137178 Qualified in Suffolk County COMMission Expires Nov. 14,20�-3 Towa Hall Anaex Telephone(631)755-1802 54375 Main Roadrtw6tggo116%1-la. OlP.O.Box 1179 roger-riche nV US .Southold,NY 11971-0959 BUILDING DEPARThEWr - TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION" REQUESTED BY: 4 Date: Company Name: - icense No.: Address: Phone No.. JOBSITE INFORMATION: (*Indicates required information) *Name: / C, G - /C�I ! ems !r� *Address: 'f�-'e c- AJI & L w e e Go niL L AJ/ • l /- ,8 *Cross S#reet: C 4-? *Phone No.: 6 3( 7 - Permit No.: S s Tax Map District: 1000 Section:__.- Block: 3 Lot: (G . 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) lve� .(Please Circle All That Apply) *Is j(jb ready for inspection: YES 1 NO Rough In Final *Da you need a Temp Certificate: YES 1 NO Temp•Infonnafion (If needed) *Service Size: 1 Phase 313hase 400 150 : 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII IIIIIII(IIII illll IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 05/13/2008 Number of Pages : 7 At: 10 :26: 09 AM Receipt Number : 08-0044501 LIBER: D00012550 PAGE : 754 District: Section: Block: Lot: 1000 074 . 00 03 . 00 016 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $21 . 00 NO Handling $5 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $5 .20 NO RPT $30 . 00 NO Fees Paid $81 .20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County i r a Number of pages _ RECOR9EE, Judith A. PaFcale This document will be public LER K OF -�I,FF �.._i,ll.ij,} record.Please remove all ? DO0012550 Social Security Numbers P 75-1 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee , Mortgage Amt. 1.Basic Tax Handling 5. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. t1 �r `-/ or EA-52 17(County) Sub Total ` Sec./Add. Spec. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. � Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit �+�� Mansion Tax The property covered by this mortgage is Certified Cop or will be improved by a one or two NYS Surcharge 15. 00 Sub Total family dwelling only. _, �� Other YES or NO �( � . Grand Total � c / If NO, see appropriate tax clause on (> page# of this instrument. 4 1 Dist. 1000 Section 074.00 1 Block 03.00 Lot 016.000 5 Community Preservation Fund 1000 07400 0300 016000 Real Property Consideration Amount$ 0.00 Tax Service T Agency RPDTY A CPF Tax Due $ 0.00 Verification 13-MAY-0 Improved 6 Satisfactions, rctLUKU&Kt i UKN IU: Vacant Land TD PATRICIA C. MOORE ESQ. 51020 MAIN ROAD TD SOUTHOLD NY 11971 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached DECLARATION OF COVENANTS &RESTRICTIONS made by: (SPECIFY TYPE OF INSTRUMENT) PATRICK ADIPIETRO AND The premises herein is situated in ROBERT ADIPIETRO SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD SUFFOLK COUNTY DEPARTMENT OF In the VILLAGE HEALTH SERVICES or HAMLET of PECONIC BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by PATRICK ADIPIETRO, residing at 22867 Cascade Place, Boca Raton, FL 33428; andI'ROBERTADIPIETRO, residing at2980 Peconic Lane, Peconic, NY 11958 this - day of February, 2008, hereinafter collectively referred to as the DECLARANT, as, the owners of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans or approval of a subdivision or development on the premises. 2. As a condition for approval of the DEPARTMENT of the application, the DECLARANT covenants that there shall be no conveyance of any lot unless a permanent and perpetual easement that runs with the land, in approved language, is provided for simultaneously upon conveyance. The easement shall be for the purpose of placement, installation, maintenance repair, inspection and replacement of water lines. The cost of installation, maintenance and repair of said water line and to restore the area to its original condition after installation, maintenance, repair, inspection and replacement of such service utility shall be borne solely by the party, their heirs, successors and/or assigns, which shall be granted by the easement. Such easement shall be subject to the approval of the DEPARTMENT. a. As a condition for approval by the DEPARTMENT of the subdivision or development application, the DECLARANT covenants that there shall be no conveyance of any plot unless all public water service lines are installed in the easement area, in accordance with the approved plan on file with the DEPARTMENT. This shall not prevent a conveyance of the entire subdivision subject to this covenant. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to',be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to 'be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the County of Suffolk to enforce the same shall not be deemed to affect the validity-of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 4 . • • C 1 ' Peconic Abstract, Inc. Title No.: pac-3863 Schedule A Description SCHD REF # s10-07-0011 ALL that certain plot, piece or parcel of land, situate, lying and being at PECONIC, in the TOWN OF SOUTHOLD, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northerly side of Peconic Lane, distant 78.30 feet northwesterly from the intersection of the northeasterly side of Peconic Lane with the northwesterly side of land of the Long Island Railroad, said point of beginning being also where the northwesterly side of land now or formerly of Hairston intersects the northeasterly side of Peconic Lane; RUNNING THENCE North 42 degrees 15 minutes 30 seconds West along the northeasterly side of Peconic Lane 128.00 feet to land now or formerly of Turner; RUNNING THENCE North 43 degrees 29 minutes 00 seconds East along the last mentioned land 466.25 feet to other land now or formerly of Hairston; RUNNING THENCE South 40 degrees 01 minutes 00 seconds East along the last mentioned land 239.43 feet to land of the Long Island Railroad; RUNNING THENCE South 47 degrees 32 minutes 00 seconds West along the last mentioned land 285.61 feet to land now or formerly of Hairston; RUNNING THENCE along the last mentioned land the following two (2) courses and distances: 1.) North 44 degrees 30 minutes 00 seconds West, 84.00 feet; 2.) South 45 degrees 35 minutes 00 seconds West, 166.80 feet to the northeasterly side of Peconic Lane at the POINT OR PLACE OF BEGINNING. SCHEDULE B CONSENT OF MORTGAGEE/LIENOR DECLARANT: ADIPIETRO H.S. REF. NO OR NAME OF SUBDIVISION: S10-07-0011 NAME OF MORTGAGEE: MUNZEL FAMILY LLC LIBER NO.21640 PAGE NO. 815 In the matter of the application of Patrick Adipietro and Robert Adipietro, the undersigned, as holder of a mortgage or lien on premises described in Schedule A annexed hereto, hereby consents to the annexed covenants and restriction's on said premises. MUNZEL/7A ILY,LLC f BY: ` // - J. Munzel, member ACKNOWLEDGMENT STATE OF NEW YORK ) :ss.: COUNTY OF SUFFOLK On the dC day of February, in the year 2008 before me, the undersigned, personally appeared John J. Munzel, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. Notary Public C&MMM L F, �9S+rY wtaty PU*,SCS: New Yoh No.01OR5000M•Ss�tolk Crn!nntt�rr/ COltntl��sfl wht en 10, l " 9. Local Law#32-1980-The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law #32-1980. c e PATRICK AD PIE RO a � r ROBERT ADIPIET f r i ACKNOWLEDGMENT STATE OF NEW YORK ) ) :SS.: COUNTY OF SUFFOLK ) On the ,�,Or day of February, in the year 2008 before me, the undersigned, personally appeared ROBERT ADIPIETRO personally known tome or proved tome on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. �JA Notary Public MARGARET C. RUTKOWSla Notary Public,State of New York ACKNOWLEDGMENT No. 4982528 TO BE USED IN OUTSIDE OF NEW YORK STATE Qualified in Suffolk County ( ) Commission Expires June 3, /I S'/ 1� i�. ( r?aL�1.. j:� 7 ) ss.. On the 13 day of February, 2008 before me, the undersigned, personally appeared PATRICK ADIPIETRO personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual,or the person upon behalf of which the individual acted,executed the instrument and that such individual made such appearance before the undersigned in the z" ���.,qs Fz' (Insert the city or other political subdivision and the state or country or other place the acknowledgment was taken.). e,pevppPATRICIA K.WOLFE Notary Public-SWe of Ids Notary Public _ (y Coeur Eftxom f�r,AA9q pp�� ` rCOMMIissiion 8 DO 67 17111 !/111"11 ' BandedTb►o i I IIIIIII IIII VIII VIII VIII VIII iIIII VIII VIII IIII IIII Iillll illll VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/25/2010 Number of Pages : 8 At: 11 :13 :34 AM Receipt Number : 10-0074717 LIBER: D00012628 PAGE : 943 District: Section: Block: Lot: 1000 074 . 00 03 . 00 016. 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $5 .20 NO RPT $30 . 00 NO Fees Paid $115 .20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County ] " RECORDED Number ofes a P 9 2010 Jun 25 31e 1�;"4 F+1 .JUDITH A. PASC ALE CLERK OF This document will be public SUFFOLK 'COUNT',' record. Please remove all L i:OO0 262 Social Security Numbers P 94 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. (� o or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax '�.� . Affidavit Mansion Tax !,� The property covered by this mortgage is f Certified Copy �/ or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total � YES or NO' Other CT 0, Grand Total If NO, see appropriate tax clause on page# of this instrument. 4 Dist. 1000 07400 0300 016000 5 Community Preservation Fund Real Propert; T R RSK A Consideration Amount $ Tax Service Agency 4-JUN-10 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address ' RECORD& RETURN TO: Vacant Land TD PATRICIA C. MOORE ESQ. 51020 MAIN ROAD TD SOUTHOLD NY 11971 TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name 0,7 /C- C TS www.suffoikcountyny.gov/clerk Title# JS Qf:5L 3 8 Suffolk Co un Recording. & Endorsement Page This page forms part of the attached DECLARATION AND COVENANT SOUTHOLD TOWN made by: (SPECIFY TYPE OF INSTRUMENT) PLA N vi t til ROBERT ADIPIETRO AND The premises herein is situated in PATRICK ADIPIETRO SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD In the VILLAGE or HAMLET of PECONIC BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION,AND, COVENANT SOUTHOLD TOWN PLANNING BOARD THIS DECLARATION made the 21" day of May, 2010 by ROBERT ADIPIETRO, residing at 2980 Peconic Lane, Peconic, NY 11958 and PATRICK ADIPIETRO, residing at 2980 Peconic Lane, Peconic, NY 11958 hereinafter collectively referred to as the Declarant, states as follows : WHEREAS, Declarant is the owner of certain real property situate at Peconic, in the Town of Southold, Suffolk County, New York, more particularly bounded and described as set forth in Schedule A annexed hereto; and WHEREAS, the property is zoned Hamlet Business which permits listed commercial uses on each lot, however, on lots 2 and 3 the uses are limited to single family dwelling with one accessory apartment per dwelling, with a common driveway. WHEREAS, for and in consideration of the granting of subdivision application entitled, "Final Plat Standard Subdivision of Robert & Patrick Adipietro" prepared by PECONIC SURVEYORS, PC, ' and as a condition of granting said approval, the Town of Southold Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk' s Office; and WHEREAS, Declarant has considered the foregoing and determined that same will be in the best interest of the Declarant and subsequent owners of said parcel; NOW, THEREFORE, THIS DECLARANT WITNESSETH: That Declarant, for the purpose of carrying out the intentions above expressed does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the following covenants which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to wit : (1) Lots 2 and 3 shall be restricted to one single family dwelling per lot, and one accessory apartment per dwelling. (2) All parking areas and the common driveway shall be constructed of pervious materials . To preserve the unique historic character and street scape of the Peconic Hamlet Center there shall be a 25 ' (twenty-five foot) front landscaped area along Peconic Lane so that any parking area along Peconic Lane will be screened with plantings to limit view of the parking area from Peconic Lane. (3) Fifteen (15) foot vegetated buffer area shall be established on lots 2 and 3 as follows : a . On lot 2 the buffer shall be established along the following metes and bounds : Along the northerly line of lot 2 , beginning at North 43 degrees 29 minutes 00 seconds east for 272 . 97 feet then along easterly line of lot 2 running north 40 degrees 01 minutes 00 seconds east, 126 . 72 as shown on the filed plat . b. On lot 3 , the vegetated buffer shall be established along the following metes and bounds : North 44 degrees 30 minutes west 84 feet; thence South 47 degrees 32 minutes 00 seconds West 285 . 61 feet; thence southeasterly 40 degrees 01 minutes 00 seconds East 112 . 71 feet to the lot line as shown on the filed plat . The 15 foot buffer shall remain undisturbed in perpetuity except for permitted activities . Permitted activities within the buffers are limited to the removal of weeds and invasive vines, removal of dead, diseased trees that are hazardous to life or property and may be supplemented with plantings of native and drought tolerant plants from the Southold Town Planning Board Native/Natural Buffer Plantings Specifications . (4) The declarant shall install on lot 1 a landscape buffer between the northern property and the common driveway along the following metes and bounds : North 43 degrees 29 minutes 00 seconds East for a distance of 193 . 28 feet . Within said buffer on lot 1, a six foot stockade fence shall be erected and maintained with a row of evergreen shrubs along the south of the fence to achieve additional screening. The declarant shall guarantee survival of the planted vegetation for a period of three (3) years from installation (5) The use of synthetic herbicides, pesticides and fertilizers on Lots 1, 2 and 3 is prohibited. (6) There shall be no changes to any lot lines without Planning Board approval . (7) Pursuant to Chapter 236 Stormwater, Grading and Drainage Control Law of the Southold Town Code all storm water runoff resulting from the development of any or all of the lots on the subdivision map shall be retained on site and shall be the responsibility of each property owner; (8) Prior to any construction activity on any of the lots on the approved subdivision map, the project will require a General Permit for the storm water runoff from construction activity (GP- 02-01) administered by the New York State Department of Environmental Conservation under a Phase II State Pollution Discharge Elimination System; (9) Clearing limits for Lot 2 and Lot 3 are limited pursuant to Chapter 240-49 of the Southold Town Code . Lot 2 is 29, 076 square feet, therefore clearing of Lot 2 is restricted to 60 % of the total lot area. Lot 3 is 30, 956 square feet, therefore clearing of Lot 3 is restricted to 50% of the total lot area. All significant trees greater than 18" DBH shall be preserved and maintained as to not pose a hazard to life or property. (10) All utilities serving Lot 2 and Lot 3 shall be installed underground. (11) Lots 2 and 3 shall be accessed via a common driveway which restricts the use of the lots to residential . If the use of Lots 2 and 3 are changed from single family with accessory apartment to a commercial use, the access to Lots 2 and 3 shall be be improved to meet the minimum specifications of Highway Specification of the Town of Southold Town Code . (12 ) The Contractor must notify the Town Highway Department, in writing, at least twenty-four (24) hours before commencing any work. All work within the Town Right of Way must be inspected and approved by the Town Highway Department . (13) Declarant grants the continuing right in perpetuity to the Town of Southold, any of its designated representatives or any owner of property within the subdivision to enforce the conditions and restrictions of the covenants and to take any legal action it deems necessary to enforce the conditions and restrictions of the covenants . These rights of inspection and enforcement shall be binding upon declarant, their heirs, executors, legal representatives, distributees, successors, assigns and transferees . (14) These covenants and restrictions shall run with the land and shall be binding upon the Declarant, his successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended by the owner of the property only with the written consent of the Town of Southold Planning Board granted by a majority vote plus one following a public hearing. (15) If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional . (16) The aforementioned restrictive covenants are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or law. The failure of said agencies of the Town of Southold to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof . t ` r (17) The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated made a part hereof, as though fully set forth herein. That the within Declaration shall run with the land and shall be binding upon the Declarant and his successors and assigns and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the property unless and until approved by a majority plus one vote of the Planning Board of the town of Southold or its successors, after a public hearing. IN WITNESS WHEREOF, the Declarant has hereunto set its hand and seal the day and year above written. r Obert Adipiet Patrick d pie A STATE OF NEW YORK ) ss . . COUNTY OF SUFFOLK ) On th day of �� before me, the undersigned, a notary public in an for said State, personally appeared Robert Adipietro personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the i trument. No a y P bli SM A,PERKINS Public.State of NowVb* No ofPEs130f338 Oaiifiell in Sufrdk Coutty ACKNOWLEDGMENT COM6861M ExplraJ4 f (TO BE USED IN OUTSIDE OF NEW YORK STATE) STATE OF FLORIDA ) SS : COUNTY OF On the day of May, 2010 before me, the undersigned, personally appeared PATRICK ADIPIETRO personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument and that such individual made such appearance before the undersigned in the 6 � 14- c4y-j r I V-q (Insert the city or other political subdivision and the state or count=_ry or other place the acknowledgment was taken.) . "x.'Y PATRICIA K.WOLFE ; r o.11,, �-., �; Notary Public- State of Florida c My Commission Expires May 14,2011 I -4f Commission# DD 674252 otary Public Bonded Through National Notary Assn. F Schedule A Description ALL that certain plot, piece or parcel of land, situate, lying and being at PECONIC, in the TOWN OF SOUTHOLD, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northerly side of Peconic Lane, distant 78.30 feet northwesterly from the intersection of the northeasterly side of Peconic Lane with the northwesterly side of land of the Long Island Railroad, said point of beginning being also where the northwesterly side of land now or formerly of Hairston intersects the northeasterly side of Peconic Lane; RUNNING THENCE North 42 degrees 15 minutes 30 seconds West along the northeasterly side of Peconic Lane 128.00 feet to land now or formerly of Turner; RUNNING THENCE North 43 degrees 29 minutes 00 seconds East along the last mentioned land 466.25 feet to other land now or formerly of Hairston; RUNNING THENCE South 40 degrees 01 minutes 00 seconds East along the last mentioned land 239.43 feet to land of the Long Island Railroad; RUNNING THENCE South 47 degrees 32 minutes 00 seconds West along the last mentioned land 285.61 feet to land now or formerly of Hairston; RUNNING THENCE along the last mentioned land the following two (2) courses and distances: 1.) North 44 degrees 30 minutes 00 seconds West, 84.00 feet; 2.) South 45 degrees 35 minutes 00 seconds West, 166.80 feet to the northeasterly side of Peconic Lane at the POINT OR PLACE OF BEGINNING. 05/26/2011 09:04 16316542101 ROBERT GRUBER ARCH PAGE 01/05 Fax Cover Sheet ROBERT J. ORDER, ARCHI'T'ECT 476 EXPRESSWAY DRIVE SOUTH MMDFORD, NY 11763 PHONE: 631-654-4949 FAX.- 631-654-21631 Name: Organization: Fax: 9'L-Dom. Phone: -From: Date. - . Job "ages: Comments: Original will be mailed __ _ will, not be mailed DATA: AUGUST 24, 2010 TAX MAP NUMBER: 1000-07400-0300-016000 �" DEED RECORDED IN LIBER 12213 C' a1 Properly Tax Sbtvice Agency FILED MAP NAME OR FM NO.: 11783 SEP 3 0 UFFOLK COUNTY CFNTFR VERBEAI), L.I.„ N.Y. 11901 BOARD Of ASSESSORS TOWN OF SOUTHOLD � O 7p �,• ,�, �O P�G� �jN so NJ* N , N'so ' 2s ��• °�1 ���P �s °° ' p N � A X10 `Lh4' Q O O�00 �C9 ^� N ��O O L? O OS stp �O d+ 'l�O 7 h �'� INCORPORATED FILED MAP #11783 ROBERT & PATRICK ADIPIETRO RETIRED 1000-07400-0300-016000 PATRICK & ROBERTADIPIETRO BY 12213 775 CREATED 1000-07400-0300-016001 PATRICK & ROBERTADIPIETRO BY 12213 775 1000-07400-0300-016002 " it 1000-07400-0300-016003 " MAPPER. C. MACC ARTHY CHECKER: v DATE: 08-24-10 RPTSA 101 FORM ti S - SOUTHOLD TOWN PLANNING BOARD NATIVEMATURAL BUFFER PLANTINGS SPECIFICATIONS Recommended Native Plants:. Checkmark indicates acceptable plantings for this site Trees to be planted feet on center 1 NATIVE TREES ' American Beech (Fagus grandifolia) Pignut Hickory (Carya glabra) American Holly (Ilex opaca) Pitch Pine (Pinus rigida) American Hornbeam (Carpinus caroliniana) Post Oak(Quercus stellata) American Linden (Tilia Americana) Quaking Aspen (Populus tremuloides) Black Cherry (Prunus serotina) Red Oak (Quercus rubra) Black Oak (Quercus velutina) Red Maple (Acer rubrum) Black Birch (Betula lents) Sassafras (Sassifras albidum) Black Gum (Nyssa sylvatica) Scarlet Oak (Quercus coccinea) Chestnut Oak (Quercus prinus) Shadbush (Amelanchier Canadensis) Common Alder(Alnus serrulata) Speckled Alder (Alnus rugosa) Eastern Red Cedar (Juniperus virginiana) Swamp Magnolia (Magnolia virginiana) Flowering Dogwood (Cornus florida) Swamp White Oak (Quercus bicolor) Gray Birch (Betula populifolia) Sweet Gum (Liquidambarstyraciflua) Hackberry (Celtis occidentalis) Tulip Tree (Liriodendron tullpifera) Hawthorne (Crataegus crusgallr) White Oak (Quercus alba) Ironwood (Carpinus carohniana) White Ash (Fraxinus Americana) Persimmon (Diospyros virginiana) Witch Hazel (Hamamelis virginiana) (Page 2 of 4) SOUTHOLD TOWN PLANNING BOARD NATIVEINATURAL BUFFER PLANTINGS SPECIFICATIONS f i Recommended Native Plants: Checkmark indicates acceptable plantings for this site Percentage of area to be covered by shrubs AAAW NATIVE SHRUBS American Elder (Sambucus canadensis) Scrub Oak (Quercus ilicifolia) Arrowwood (Viburnum dentatum) Shad Bush (Amelanchier canadensis) Bayberry (Myrica pensylvanica) Shining Sumac (Rhus copallina)', i Black Chokeberry (Aronia melanocarpa) Sheep Laurel (Kalmia angusarona) Black Haw (Viburnum prunifollum) Steeplebush (Spires latifolia) Black Huckleberry (Gaylussacia baccata) Staggerbush (Lyonia mariana) Fetterbush (Leucothoe racemosa) Swamp Rose (Rosa palustris) Highbush Blueberry (Vaccinum corymbosum) Swamp Azalea (Rhododendron viscosum) Inkberry (Ilex glabra) Sweetfern (Comptonia peregrina) Maleberry (Lyonia ligustrina) Sweet Pepperbush (Clethra alnifolia) Maple-Leafed Viburnum (VIburnum acerifolium) Spicebush (Lindera benzoin) Mountain Laurel (Kalmia latifolia) Virginia Rose (Rosa virginiana) Nannyberry (Viburnum lentago) Winterberry (Ilex verticillate) Northern Arrowwood (Viburnum recognitum) Witherod (Viburnum nudum) Pasture Rose (Rosa virginiana) Pussy Willow(Salix discolor) Red Chokeberry (Aronia arbutifolia) (Page 3 of 4) SOUTHOLD TOWN PLANNING BOARD i NATIVEINATURAL BUFFER PLANTINGS SPECIFICATIONS i 't O+ Recommended Native Plants: Checkmark indicates acceptable plantings for this site Percentage of area to be covered by grasses,wildflowers, perennials and groundcovers I I NATIVE GRASSES,WILDFLOWERS, PERENNIALS &GROUNDCOVERS Blue Eyed Grass (Sisyrinchium angustifolium) Lowbush Blueberry(vaccinum angustifolium) Broom Sedge (Andropogon virginicus) New England Aster(Aster novae-angllae) Bearberry (Arctostaphylos uva-ursi) New York Aster (Aster novi-belgil) Beebalm (Monarda didyma) New York Fern (Dryopteris cristata) Bergamot(Monarda fistulosa) NY Ironweed (Vernonia noveboracensis) Butterfly Weed (Asclepias tuberose) Pennsylvania Sedge (Carex pensyvanlca) Blazing Star(Liatris spicata) Royal Fern (Osmunda regalis) Blue Lupine (Lupins perennis) Sensitive Fern (Onoclea sensibilis). Bird's Foot Violet(Viola pedata) Stiff Aster(Aster linariifolius) Bracken'Fern (Pteridium aguilinum) Sweet Goldenrod (Solidago odora), i Canada Mayflower(Maianthemum canadense) Trailing Arbutus (Epigaea repens) 1 Cardinal Flower(Lobelia cardinalis) Wild indigo (Baptisia tinctoria) Common Hairgrass (Deschampsia flexuose) Wintergreen (Gaultheria procumbens) Cinnamon Fern (Osmunda cinnamomea) Wild Columbine (Aquilegia canadensis) Golden Heather(Hudsonia ericoides) Wild Geranium (Geranium maculatum) 4 Horsemint(Monarda punctata) Hay-scented Fern (Dennstaedtia punctilobula) (Page 4 of 4) � y y PROPERTY LWE PLAN FOR THE ENTRANCE 2 Jz I 2Eem 25' RIGHT OF WAY 2; STANDARD SUBDI VISON ' FOR THE PROPERTY OF ' P Flow ROBERT & PATRICK A DIPIE-TRO n � P�:,�: 'Z � •o o ° ' A T PECONIC 5 m Ez-2aB EL las FLOW /000 - 74 - 03 - 16 P • �2 2' �s� •°• 25' Right of WOY SCAL Et /" _ /0' v v' n1, , � 1' STONE PAVEMENT -75� 0009 - � • 'tom� ' . Rl v . Z 2 Z rn�r 2a3� L.P. Z 6 C •�a .'P Z y,'� R1 '— EL EL 27.42S ti rc P g p ''� t 27.10 A Tc PLANNING 4 r "- — -_ DA4B E _or 01*4 rn ez 2x53 fzow f EL 28.8 FLOW EXVnw PA rnaWr «/rrER CO"C T/GUTE EL 2a3 C' SVEWALK� EONC. 300Q PSI CONCR TE CURB SLAB W/ -10110 Cy, g 5�L/C NO. 49618 1XWOM& - _YQRS?/p.C. ZO;F3- X, 16311 765 - 1797 l ovr Nw STREET1 , 03-217 SCTM # -7(4 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT 3 i IP // 7 3 i? rc, Ln Puontc, of-Q ACR. �J REK4ARKS 6 - V I1� - - uy✓��� l r 0� � - TYPE OF BLD. PROP. CLASS C1�nas' i le7r� �3I LAND IMP. TOTAL DATE Q 0 — uu w FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL r ��-"a S� 2c 1 a �, j� � 3553 Tf�`rvcf� !O r�7e�� L'K�-PNI� m'� l u SCDHS Ref. # SIO-07-0011 - � O� ob - ° L s 0 0 \0 ° O ��' 0 F �'� i �' �s• 9v- - P �t 0 Oy1� ,0`� 20 w �"�'S- ?FS �� 4.°i a o , 1 0 1ZR�o c ` SEWAGE DISPOSAL SYSTEM lei / . �' ash\ 4 BEDROOMS N �C � � 1 /000 ggo% PRECAST SEPTIC TANK d r I LEACHING POOL 8'I 12'DSP 8 rJ r�P /�0 DOME WITH 3' SAND COLLAR THERE C O WELL WITHIN 150' OF ��� �• �' �, �Vl/5� �� ���� �h3 R �\ .s ��GF. � POOLS g •mo / + � �1 y�P �• �� , �y A o. '00 ()Y- ^9 �� PSP , 0 ��, �cJ \� �o .00 0 0 SURVEY OF PROPERTY �? �y\ �' A T PECONIC "/ TOWN OF SOUTHOLD 101 SUFFOLK SUFFOLK COUNTY, N. Y. .�� LOT NUMBERS ARE REFERENCED TO "STANDARD ����G 1000 - 74 - 03 - - 16.3 SUMV.ISION FOR THE PROPERTY OF ROBERT 8 0 � Scale: 1"= 40' PATRICK ADIPIETRO FILED IN THE OFFICE OF JULY 8, 2008 I am lamlliar with the STANDARDS FOR APPROCiA4L THE SUFFOLK COUNTY CLERK ON 8//3/10 AS SePI. 24, 2010 (revisions; AND CONSTRUCTION OF SUBSURFACE SEWAGE MAP NO. 1/783 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth /herein and on the TOTAL AREA _ 39,482 Sq,ft Includes permit to construct. ANY ALTERATION OR ADDITION TO THIS SURVEY/s A VIOLATIONr. Right' Of Way OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PtCON/C The locations of wells and cesspools EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTFICAT/0NS 765 Right of Way 8,52 7 sq.ft, shown hereon are from /field observations HEREON ARE VAL®FOR THIS AMP AND COPIES THEREOF ONLY IF (631) 765 - 5020 FAX (6371 - 1797 SAID MAP OR COPIES BEAR THE JWfiESSED SEAL OF THE SURVEYOR P. O. BOX 909 ® = MONUMENT and or from data obtained from others. WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET ELEVATIONS ARE REFERENCED TO THE FIVE EASTERN TOWNS SPUTHOLD, N.Y. 1197/ 03-217-3 TOPOGRAPHIC MAPS i SCDHS Rel: S10-07-0011 SUFFOLK COUNTY DEPAPap"ENT OF Hg '-Yli SERVICES 0:;i\ o�vn PERMIT FoR OF C;OMS a RUCTION FOR A ��•►y2 �'pO 0- ®ATS @ 3t�1 0?-,'.o:. 1'tie-.r, No, 1�, -c5 APFR®VED cz.• Q 2�°• ;, y FOR MAXOMUM OF BEDROOM nL EXPIRES THREFEYEARS FROM DAWNF APPRO A Ao2, c'.s out. 9• 3 °�, ,� Ao F <t- ov 17 Oil- (VC'V qP 0 le �� �s oO6 ►�', SEWAGE DISPOSAL SYSTEM ' OJ �� •goo O� �= ,� � �\ ` - �O� V 4 BEDROOMS �• / 0\ o' \,� O Qct �p� ¢� 1 1000 yal. PRECAST SEPTIC T.4Nlt I'� h' r l VF I LEACHING POOL 8'0 12' DEEP a p�oP 4 / 0 DOME WITH'3' SAND COLLAR THERE ARE NO WELL WITHIN 150' OF THE CESSPOOLS P0. / pp 1 Gto y�P vo �-� �� 5� SURVEY OF PROPER T Y �? y�0 X30 �0A T PECONIC N% .P�� "i TOWN OF SOUTHOLD . s - 0. 01 G SUFFOLK COUNTY, N. LOT NUMBERS ARER&ERENGED TO •STANDARD ��� 1000 - 74 - 03 - _ 16.3 . SUFI VISION FOR THE PROPERTY OF ROBERT Scale: 1 40" PATRICK,ADIPIETRO"'FIL ED IN THE OFFICE OF JULY 8 2008 1 am familiar with the STANDARDS FOR APPROVAL � THE SUFFOLK COUNTY CLERK ON 8/l3//0 AS � - - Sept 24, 20/0 (revisions) r #���-• k n AND CONSTRUCTION OF SUBSURFACE'SEWAGE MAP NO. 1178,3 •r=�_:, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Ir and will abide by the conditions set forth therein and on the TOTAL AREA = 39,482 SC].fl Includes permil to construct. ANY ALTERATION OR ADDITION TO THIS SURVEY/S A VIOLATION 996/8 Rlghl Of Way ` ANY 7209 OF THE NEW YORK STATE EDUCATION LAW, PtCONIC_ S EYOKYPO SUr` - ' The locations of_wells and cesspools EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS (63/1 765 - 5020 FAX�Bs3 65 - 1797 Right of Way 8y<52 7 S q.f l: 05/2612011 09:04 16316542101 ROBERT GRUBER ARCH PAGE 02/05 REScheck Software Version) 4.4.1 Compliance Certificate Project Title: Proposed 864 S.f. Residence for Robert Adipietro Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Constn;ctign Type: Detached 1 or 2 Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Oterncr/Agent: Designer/Contractor: 2980 Potronic Lane Peconic,NY M.11.11111 M. Compliance:4.1%Better Than Code Maximum UA:495 YqurUA;187 Thr.%anhnror womn Than Code Index reflects how close to compih,ncW tho house Is hsso0 on code UM"IT It Doss NOT pmvldn an r Xmnto a energy use br cost relative to a minimum-coda home, AssemblyGross cavity .00int. ' Glazing UA . or 1.. Perimeter U-Pactor Floor 1:All-Wood Joist/Tnlss:Over Unconditioned Spaco 864 19.0 0.0 41 Ceiling 1:Flat Ceiling qr Scissor Truss 864 30.0 0.0 30 Wall 1:wood Frame,16"O.C. 960 15.0 0.0 63 Window 1:Wood Frame:Doubie Pane with Low,E 81 0.280 23 Door 2:Glass 40 0.340 14 Doti 3:Solid 20 0.340 7 Wall 2:Wood Frame,16"o.c. 112 15.0 0.0 9 Compliance Statement: The proposed building design described herels consisteni 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 EnargY CensQrvotion Construction Code raqulromonts In REScheck version 4.4.1 and to comply with/mandary requirements listed in the RESoheck Inspection Checklist. Name-Tide Signature Date ED A J. l!w 1 ;1 Project Title:Proposed a54 S.f.Residence for Robert Adipietro-' - ,,�...._..W Repos,date:05/06/11 nntn filanatna- n FSl%Pr.q f:AM("HFr WI PPCrh—ui inizl H i-nii w.4 c___ 9 05126/2011 09:04 16316542101 ROBERT GRUBER ARCH PAGE 03105 REScheck Software Version 4.4.9 Inspection Checklist Ceilings- 0 Ceiling 1:Flat Ceiling or Scissor Truns,R-30.o cavity Insulation Comments: Above-Wade Walls: ❑ Wall 1:Wood Frame,16"o.c,,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o,c.,R-15.0 cavity Insulation Comments: _.. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-faclor.0.280 For windows without labeled U-faetors,describe features- Varies ---Frame Type Thermal Break? Yes No Comments: — - Note:Up to 15 sq.ft,of glazed fenestration per dwellihq is exempt fram L.1-factor and SHGC requirements, Doors: ❑ Door 2;Glas.9,tJ-factor:0.340 Comments: ❑ Door 3!Solid,U-factors 0.340 Comments; This door Is exempt from the U-factor requirement, Floors: ❑ Floor 1:All-Wood JoisUfruss;laver Unconditioned Space,R-19,0 cavity insulation Comments: Floor Insulation Is Installed in permanent oontaot with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings In the building envelope that aro sources of air leakage are scaled. 0 Recessed lights are either 1)Typo IC rated with enclosures sealaftaskeled against leaks to the telling,or 2)Type IC rated and A5TM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that aro Thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0,75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation; ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation Is installed in substantial contact with the surface being Insulaled and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined, ❑ Manufacturer manuals for all Installed heating and cooling equipment and service water healing equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications, Duct Insulation; ❑ Ducts in unconditioned spaces or outside the building are inaulated to at least R-B. Project Title;Proposed 864 S.f. Residence for Robert Adipietro Report date;05/06/11 Data filename,I%Serverllserver docs%OLD FSlIRES COM CHEMREScheeltunga11-nri rrk 0—.2..s a 05/26/2011 09:04 16316542101 ROBERT GRUBER ARCH PAGE 04105 • ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are Insulated to at least Ft-B, Duct Construction: [� Air handlers,filter boxes,and duct connections to flanges of air distribution system cquipmont or sheet metal fittings are sealed and mechanically fastened, D All joints,seams,and connections ars made substantially airtight with tapes,gaske6ng,mantles(adheaives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. q Building Framing cavities ere not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air Intakes and exhausts. L] Additional requirements for tape scaling and metal duct crimping are included by an Inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partiany restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hal water pipes are insulated to R-2. * Circulating service hot water systems include an automatic or accessible manual swatch to turn off the circulating pump when the system is not in use. Certificate: * A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window 1.1-factors;type and efflciency of space-conditioning and water heating equipment. NOTES TD FIELD:(Building Department Use Only) Project Title: Proposed 864 S_f.Residence for Robert,Adipietro Report date:05/06/11 Data filename:tlServerllserver docs101.0 rS11RES COM CHECK%REScheQM-IOB#11-021.rck Pana 3 of 3 0512612011 09:04 16316542101 ROBERT GRUBER ARCH PAGE 05105 r . 2010 NewYork Energy Conservation Construction Cade Certificate Ceiling 1 Roof 30.00 Wall 15,00 Floor!Foundation 19.00 Ductwork(uneondltloned spaces): Door'Glass& Window 0.28 0.32 Door 0.34 0.27 ,. • .. Heating System: Cooling System: Water Heater: Name:—__. Date: Comments: r . I -f p 7 ,A-(' = �� !-, J t'Zi iI't�c ;n II�� �f' l°�f lG I�, (r /J"'�' (/ �cl lam{ (( L a L r, G t'1_V C•-`i--vC,''� s) r'W C I t--e, `rr v r��«41("k , ,J GENERAL NOTES: REFERENCE STANDARD FOR DESIGN OF STRUCTURE CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA- NYS CODE TABLE R301.2(1) HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTALL a ib" ON CENTER ) I)AMERICAN FOREST AND PAPER ASSOCIATION (Ale t PA) 2001 EDITION GROUND I V41NO Seismic ` IEGT TO DAMAGE FROM Irl WINTER ICE SHIELD O�1(�t t[�/b �f �tr=aV RIDGE NOTE[ BEAM AND I. ALL MATERIALS,A55EMBLES, GONSTRUGTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL GORE WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DY+IELLIN65. SNOW DESIGN DE516N ERLAY- FLOOD AIR `/v(,j " i`r SNDOF NEW YORKSTATE, 2010 EDITION. LOAD SPEED a (m h) cATE&ORY MATHERIN6 a FROST LINE TERMITE c DECAY d � " t 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED 600P PRACTICE IN THE APPLICABLE TRADES. p 9 DEPTH b TEMP.4 MENT HAZARDS h INDEXI 1) - 61. . USE EACH RAFT 0520 COIL STRAP ,STRAP 8301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND REQUIRED INDEX(U 16 MIN. ® EACH RAFTER Ib" O.G. SEE �" Ib" MIN. 5. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERIN6 MATERIALS OR DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD MODERATE 5LI&HT TO USE IS UN AWFUL COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER 5CALKS, NOTIFY WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE 20 P.S.F. 120 M.P.H. G SEVERE 3'-0" 11 REQUIRED WA 5aa o RET QIJ�RETAtENT05 CONNECTION o TO HEAVY MODERATE FLOOR EQUIPMENT. �� ��. ARCHITECT OF CONFLICTS. 8301.5 LIVE LOAD. THE MINIMUM UNIFORMLY P15TRIDUTED LIVE a. WEATHERIN6 MAY REQUIRE A HI&HER STRENGTH CONCRETE OR&RADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL I WITHOUT ERTt� ,a x 4. ALL CONCRETE SHALL BE MINIMUM Fc= 3,000 P51 STRENGTH AT 25 DAY TEST. LIVE LOAD 40 lb. LOAD SHALL Be A5 PROVIDED IN TABLE R301S. REQUIREMENTS OF THIS COVE.THE YeATHERIN6 COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX(I s. 'NE6LI61BLE'OR (NOTE ALL EXTERIOR CONCRETE STEPS AND &ARA&E 5LA55 SHALL BE MINIMUM Fc= 3500 P51 STREN(5 H AT 28 DAY DEAD LOAD 10 Ib. SEVERE")FOR CONCRETE AS DETERMINED FROM THE NEATHERIN&PROBABILITY MAP[FIGURE R901.2(9)].THE&RADE OF MASONRY ���J V F ` j�j�� N o o a'•, e e TEST) so Ib. TABLE 8301.4 UNITS SHALL BE DETERMINED FROM ASTM G 9a,G 55,062/,79,G QO,G 129,G 216 OR G 632. /1�f nV D AS N RIDGE NOTEr ° �a� •° TOTAL LOAD = MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS b, THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTIN65 THAN INDICATED IN FIGURE RA09.1(I).THE JURISDICTION SHALL FILL IN THE L5TA21 ,, 5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L HAVING A MINIMUM 5EARIN6 CAPACITY OF 3,000 LS. PER ROOF (IN POUNDS PER SQUARE FOOT) FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH of FOOTING BELOW FINISH&RADE. LSTA21 0 0 0 AT CATHEDRAL GEILIN6 USE O- 5.F. e. THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH 'VERY HEAVY TO HEAVY TO MODERATE;OR`NONE TO SLIGHT" IN 0 0 0 / "51MP5ON" LSSU210 HANGER® ° USE LIVE LOAD DATE 7/' 0 :. 6. ALL PLUMBIN6 SHALL BE IN ACCORDANCE WITH N.Y.S. AND LOCAL CODES. &F~OUND SNOW LOAD 45 Ib. ACCORDANCE WITH FIGURE 8°501.2(6)DEPENDING ON WEATHER THERE HAS BEEN A HISTORY OF LOCAL DAMA6E. B•P, # ' , 5J EACH RAFTER 16' O.G. SEE / DEAD LOAD 10 Ib. EXTERIOR BALCONIES 60 d. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH 'MODERATE To SERVER TO MODERATE 'NONE TO SLIGHT" IN ° I TABLE 6A FOR CONNECTION '7. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. MID LOAD Io Ib. DECKS o 40 /f � � � REQUIREMENTS PASSENGER VEHICLES 6ARASES ei 50 a ACCORDANCE WITH FIGURE 8901 2(7)DEPENDING ON YEATIHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE, FEE: 0 By 8. ALL LUMBER SHALL BE DOU6LA5/FIR No. 2 OR SETTER,MIN. Fb=8'i5 P.S.I. UNLESS OTHERWISE NOTED. '" ^•'� 5f.15MIG ATTICS WITHOUT STORAGE b 10 a• THE-JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND 5FEPD FROM THE BASIC WIND SFEM MAP[FIGURE o NOTIFY BUILDI �NT AT I. ALL STRUCTURAL HEADERS TO BE (2) :2"x6" UNLESS OTHERWISE NOTED. CATE&ORY "G" (EXEMPT ATTICS WITH LIMITED STORAGE )+ 20 R501.2(4)].WIND EXPOSURE GATE60RY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION 8901,2.1,4. 9 ° 765-1802 8 A T �ii�+6VALL DETAIL ( INSTALL ® I6" ON CENTER ) 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. B✓)5ED ON RESIDENTIAL ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 r. REFER To TABLE NIIOI 2,'WINTER VE-516N DRY-BULB TEMPERATURE•COLUMN. FOLLOWING IN GG17E OF "New YORK STATE" 5LEEPIN6 ROOMS 3O S. TFE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN GATE&ORY DETERMINED FROM SECTION 89012,2.1. o 11. ALL HVAC EQUIPMENT SHALL MEET REGUIREMENT5 OF THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION SECTION R-11O 2.2 (SEISMIC STAIRS 40` h. THE JURISDICTION SHALL FILL IN THIS PART of THE TABLE WITH(c)THE DATE or THE JURISDICTIONS ENTRY INTO THE NATIONAL 1• FOUNDATIONTWO REQUIRED GORE REQUIREMENTS. PRWISION5) 6UARDRAILS AND HANDRAILS d 200 I FLOOD INSURANCE PROGRAM(DATE Of ADOPTION OF THE FIRST GODS OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD FOR POURS CONCRETE GUARDRAILS IN-FILL COMPONENTS r 501 AREAS),(b)THE DATE(5)Of THE CURRENTLY EFFECTIVE FIRM AND Form, OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER N.Y.S. CODE SECTION 8310,1.1 MIN. 5 S.F. OPENING FIRE Ese'AF•M 40 51NSL,_ STRAP AFTBLQ&+tc5RAM G,PLUMBING, ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEIGHT, 5."1 S.F. ON THE 2nd FLOOR, AND HAVE A SILL I. SEE FIr6URE R1oiY BE ")FOR&ROUND SNOW LOADS. (MULTPI_ES MAY BBT16 )NG, E CTRICAL&CAULKING TOP PLATE TO STUD HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. A,MFVATW GARAGE FLOORS SHALL BE CAPABLE OF SVpF'ORT1N6 A?.poo-PamD LOAD APPLIED OVER A 20-OuARE-INCH AREA. 3. INSULATION USE "SIMPSON" HIOS TIE 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED, 5.,J4TLIES TO ATTIC SPADES MEETIN6 THE REQUIREMENTS IN SE6,T1ON R602.4L FOR CONVertTIOHAL GEILIN6 JOISTS AND 4. FINAL-CONS CTION&ELECTRICAL YV/(8) 8d COMMON °ECTION R802.101 FOR TRUSSES.ATTICS MTHIOVT STORAGE ARE THOSE WHERE THE MAXIKH CLEAR HEIGHT BETWEEN L15E "5iMP50N" o° 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS THAN 60" .rIST AND RAFTER IS LUSS THAN 42 INCHES,OR WR'RE THERE ARE NOT TWO OR MORE ADJACENT TR1/88ES WITH THE SAME 0 0 R N�1UST BE COM TE FOR C.O. D NOT PROCE 1 ° °° NAILS a EACH RAFTER, Y't'�GOt81GNRATION CAPABLE Or CONTAINING A REGTAN6I.E 4Z INGCS HIGH BY Z FELT WIDE,OR B•REATI.R,LOCATED LBPS 1313" BEA I °° ABOVE FINISH FLOOR A5 PER NEW YORK STATE RESIDENTIAL GORE SECTION R-308 d R-308.4(1). TAOLE Raot.2.t,z PLATES AT EA ° TOP PLATES 45TUD5 IIITHIN THE PLANE OF THE TRUSS.FOR ATTICS WITHOUT STORAGE,THIS LIVE LOAD NEED NOT Be ASSUH•1ED TO ACT WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE CONSTRUCTI SHALL MEET THE FAV;,, , • -I' •" !. ° , 15. 6LAZIN6 SHALL CONFORM TO NEW YORK STATE RE51DENTIAL CODE SECTION R-308 S R-308.4(1. THRU II). CONauRR NTLY KTH ANY OTHER LIVE LOAD RI'�'I,UIREhENTS, FOR WOOD STRUCTURAL PANELS', ANGHGf2 BOLT. REQUIREMENTS THE CODES OF NESN' = �" • °�° . .. ..; POINT ALON6 THE TOP. - ^^'' q GREATER STRESSES. P 4 t V I i ooe G.IWIVIDVAL STAIR TF>L'AD3 SHALL BE DESI6THED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A DOO FOUND p - O D , f•ONCCFITRATED LOAD ACTING OVER AN AREA oP 4 sauARe INCHES,YHIGHCVER PRADUGeS THE! FASTEIJER SPACING(Inches) •'' YORK STATE NO ESPONSIBLE FOR D �I ICh+ ��1 an 5 t GIRDER `4 DESIGN 0 r r 1 t �~r DESIar�D To span[ feet I R CON CTION ERRORS. F L" ` D.A SINGLE GONGENTTtATED LOAD APPLIED IN ANY DIRECTION AT ANY C E."tG SECTION R30Z21 POR DECKS ATTAGFCD TO EXTERIOR WAU S. e,s en 4 feet<panel < S" U EE �I• 't, _ Table 3.1 . Nailing Schedule ( 2001 AF & PA ). WFCM F.M�AND LiHORI�(PPLi No�AI LOAD or HANDRAIL),r � AREA 9 AM�To I sswl mm P LLMS SRA"ar.THIS LOAD No.6 Screws TYPE ;Ee` ,04111 z61ee 9 g R . ,. .. : ,. t. j : EACH COLUMN) - STALL . .. . . ., 4.2 P No.8 Screws 16" J6" _ 12" I b GAGE 1/4"x:24" - tam NOT BE ASSUMED TO ACT CONOURRI3•tT1.Y WITH ANY OhER Llve LOAD REGUIFtEMEi•IT. PIPE COLUMN (lN STRAP TO TIE DONN 5 UD To �s�' /� 6.ArMM5 TO ATTIC SPACES NOT Mt�TINb THE REQUIRHS8N19 FOR STORAGE PER FOOTNOTE B.SEE SECTION RSOZ. FOR -_ _ SILL PLATE TO FCUNVAT1OR I: RETAIN STOW1 WATER CONVENTIONAL GEILIN6 JOISTS AND SECTION RGO2.10.6 FOR TRUSSES.FOR ATTICS WITH LIMITED OTORML°ARID For Sl: I inch=2.5.4 mm,I Ftx,t=304.8 111,1,,I pound=4.4IRN, I PURSUANT T " ,. . Number of : Number ofI. I. GONSTTtlJGTED WIRH TRUSSES,THIS LIVE LOAD BHF#D ONLY Be APPLIED TO THOSE PORTIONS of THIS BorroM CHORD or 1 mile per hour=0.4.17 m/s, lu7if UlIU A+7 Y BAND JOIST TO STUD DETAIL (INSTALL ® I6 o.Ga J11 . oint Description Common Nails Box Nails Nail Spacing NOT LEA THAN TWO ADJACENT TRUSSES WITH THE°SAH4E WF$t:ON'IGUiHTION GONTAININ6 A RECTANGLE 42 INGFE9 a ibis table is based on 130 mph wind spcecl.s nncl n 33-foot mean roof 0061 I'"HIGH OR GREATER BY 2 FEET(610 i►"WIDE OR GREATER LOCATED WITHIN THE:FLANS OP THE`IM65.THE S •Lir: s, ., .k` .e:+':. r.: we;,t u,,.,.., }c..p,: :u-,."t RfY.TAHIbt L•SHALL FIT BCTIHEEN THE TOP OF AND THE DOTTOM OP ANY OTHER TRI133 height. F1 _ CF':ti� i;y' :xr .• - J'd,• t ti": :;4,.k O-F4'e. v•r, ,n „ a•!i. �. THE!BOTTOM GIIORD MET fr3ER e a i.. ,i r'.- 5 .< "a•. `ROOF FItA?HifNG.... r., :;='= 'i;^; is ra ,4 .'i-=<,r.'..L;, , Ff�I. THE! THAT AREA OF THE FOLLOWING CRITERIA Ig MET, Fnstenert shall he;"dulled at oppndnoends h the wood edge of FLOOR JOIST BRIDGING I. THC ATTIC AREA IS AGGE9BI011 BY A FULL-DOWN•STAIRWAY OR FRAMED OPENING IN AGGORDANGE WITH SECTION Pnsteners shat he located a mininnnn of 1 inch from the edge of the panel. T Use ever e Rafter to To Plate Toe-nailed see Table 3.4A see Table 3.4A per rafter c. Pasienets shall be long enough to penetrate through the exterior wall cov- /: LEH6 y other nail hole to a row to Top ( ) } p �� LUf/18EH aRTIFI Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) , (see Table 3.4A).' per joist' NAMES BOTTOM CAIOrtD PITCH LESS THAN 2112• er;ng and a minimum of 1'/91 inches into wood wall framing and a mini- g (F } ( ) . ( Table 3.9A) each lap H.ATTIC SERVED BY A FIXED STAIR SHALL BE DEs1 TO SUPPORT THE!MINIMUM LIVE LOAD SPECIFIED FOR mum of 1'/q inches into concrete hh:ck or concrete,mid into reel framing 16" -required 6r�D CATION provide the code Ceilin Joist to Parallel Rafter ace-nailed sec Table 3.9A see p ed minimum Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 1. CLAZINS V5eO IN HAN7MAIL ASWMBLIEs AND 6UARD8 SHALL Be m!5ioNED WITH A SAFETY FACTOR OF 4.THE SAFETY a minirnu,n of 3 exposed threads,Fasteners shall be located a minimum of ON LEAD C "'TENT BEFORE MIN, center-to-centers aero for nails Collar Tie to Rafter (Face-nailed) (see Table 3.6A). (see Table 3.6A) ' per tie FACTOR SFL•LL BE APPLIi�TO EACH OP THE CONGENTR4tiTEID LOADS APPLIED TO TFC TOP OP THE RAIL,kD TO THE 2/2 inches from the edge of concrete block or concrete, spacing CY ' 1 a h e d DETERMINED INDEPENDENT OF ONE ANOTIA LOADS . where screws are attached to masonry or masonry/shtrco,They shall be v•y WAD ON THE IN-fILL .THESE LOADS SFI,•,t.L BE AND d ERTlFICATE F OCCUPANCY Blocking o Rafter(Toe-Walled) 2 8d 2-lOd ':each n AIiE ASSIJHTD NOT TO 0GGI1fL WITH ANY OTHEt LIVE LARD. ntlnchcd using vibralinn-resislanl anchors having a minimum ultintnte Rim Board to Rafter(End-nailed) I 2-16d 3-16d . . each end w'ithdrawa,capacity of 4�o pn»»ds. SOLDER U n-D IN �l/!�TER �- .t _:: ,: NAILING RE .: x, �• UIMENTS F ALT x :i; �. ;:.• Q FOR PH ,• : �, j �: S _ 4 USE 5 .t,;.::,,. I MP50 a N 0520 jj1. - �s A.Lt:'FRAilflrlt..'� `1 r r 'W �� P , r. ',:.,'.�•,:,e_.,,.�;:,,<... .:•.,,.., :.�.,� . �.,��..:. s -:,,�;:�.� 111:;1::�;. Top Plate to Top Plate (Face-nailed) 2-I6d 2-I6d per foot ..IPPI Y�.:, it( Cf,:'�, OT CLEAR " , ROOF SHINGLES TABLE 3.4 RIDGE TENSION STRAP CONNECTION REQUIREMENTS WOOD 61RDER ON A 4"x6"xl/4" ___� 11/4 x20 GAGE To Plates at Intersections 'u +a+ STEEL BEARING PLATE ON A E.,'+v 1"%`c LG/'a SPAN Top (Face-nailed) 4-16d 5-16d . joints-each side BASED ON RESIDENTIAL GORE OF NEW YORK STATE 751:�,°„, WARD t- L V I � GALV. COIL STRAP Stud to Stud (Face-nailed)' 2-16d 2-16d 24"o.c. SECTION - R105 (REGUIRMENT FOR ROOF COVERING) ae� e FASTEST MILE WIND5PEED(mrW FASTEST MILE WIND5FIED(mph) 3 1/2 DIAMETER STEEL COLUMN . Header to Header,(Face-nailed) 16d 16d 16"o.c.along edges . . 1. IL .. . , . .. : I. "SIMPSON" TYPICAL -- w O COMMON X0525 FASTENERS. FASTENERS FOR ASPHALT SHINGLES 910 loo Ito Ito Qo loo 1Io 120 NAILS Cil EACH END Top or Bottom Plate to Stud (Bad-nailed) (see Table 3,5A) (see Table 3.SA) per stud SHALL BE GALVANIZED STEEL., STAINLESS STEEL, ALUMINUM NUMBER OF 8d COMMON REQUIRED CAPACITY OF NG INSTALLATION OF STRAP iR COPPER ROOFING NAILS,MINIMUM 12 GAGE [0.105 ROOF PITCH ROOF SPAN(rt) NAILS IN EACH END OF 1-I/4" RIDGE CONNECTION(plr) 1.1 • • ' Bottom Plate to Floor joist Band'oist,End'oist or 2-16d14 2-16dt 2 r foot, 20&A&E STRAP tss'4 IRD4A PLUM ' t`�`-0 " r �'+ I f i t i t1% ,- I • . . J I J J per INGM(2.6'1 mm)] SHANK WITH A MINIMUM 3/8-INCH (915 mm) FLOOR J015T �I a tt . _- TE H 4-- S Blocking (Face-nailed)' DIAMETER HEAD,ASTM F 1661,OF A LENGTH TO PENETRATE INTALL CROSS BRIDGE MIN. 8'-O" ALL PLUMBI WA 1/8 Provide minimum end distance :,..: •. :< - -.•._:,-.. THROUGH THE 9,12 12 2 9 4 4 291 112 9914 4134 -S NEED r' - o-i t ;'k :,. - >z..^ ,-:e +. ROOFING MATERIALS AND A MINIMUM OF 3/4 Lit ... :,,;... 7 , t'p.wi,1. ,:' „<:t 44;.. 9 4 5 6 916 41b 525 &W .., :,... . ..r:.f„,:.:..: .. . a,� ,,..,. .._ , :...,;'a'=....� �:,,..,:.�.00RFRA34I7!1�(G:� .,,i.r:..;�.:,.,..,,::::.,.. °:rC,:: 643 . ,. : .,. . f ..., . .,. . .,. ..t.� _,-,M..-..>.. • rv.,, - ,..,._tom::=;:;:•::1: .,:r;:°F .,.:,...-..= �.:,,.._:.:"...n I^,r COVERING � �:1 t ��. .1 E vat number of s eGifted INCH (191.1 mm) INTO THE ROOF SHEATHING. WHERE THE ROOF 20 4 5 6 7 5915 514 657 807 TE,T ,,a E.FO q p . Joist to Sill,Top Plate or Girder (Toe 4-8d 4-lOd per joist:_ •HEATHIN6 O5 LESS THAN 3/4 INCH (19.1 mm) THICK, THE 24 4 5 7 a 475 629 798 968 �1 1�' H"' R', nails in each end Bridging to Joist (Toe-nailed) 2-8d 2-10d. each end FA5TI=HERS SHALL'PENETi?ATE THROUGH THE SHEATHING. 28 5 6 B - 55'4 727 9119 1129 �``°'�P,1`° �� i� °,°e. - _ • a °• o rid.,i 1. " Blocking to Joist(Toe-nailed) : 2-8d 2-10d each end 1 rvTENERS SHALL COMPLY WI1H ASTM F 1661. 2 92 S 7 699 891 1050 1291 Blocking to Sill or Top Plate(Toe-nailed) . r :. . 3-16d 4-16d .; each block ` - - STUD TO SILL PLATE @ SLAB DETAIL ( INSTALL 'o I6" ON CENTER ) 16" o 86 6 8 71 9155 1182 1452 Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist' E,�2r3.2.6 ATTACHMENT, ASPHALT SHINSLE5 SHALL HAVE STUD TO I A E �� ( INSTALL ® N CENTER ) Joist on Ledger to Beam(Toe-nailed) 3-8d 3-1 Od per joist E MINIMUM NUMBER OF FASTENERS REQUIRED BY THE 4112 12 2 2 8 9 189 247 512 982 Band Joist to Joist End-nailed 3-I6d 4-I6d perjoist F APPLICATION,ASPHALT 4 32 990 THE MANUFACTURER. OR NORMAL LIGATI N,A9 HAL 16 2 9 4 2 416 510 USE t'S1MP50N11 t 11 ( ) p ? i 5111�I6LE5 SHALL BE SECURED TO THE ROOF WITH NOT LESS 20 9 -4 5 5 $15 412 520 697 STEEL GIRDER ON A 3/8" 51EEL rr Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot . THAN FOUR FASTENERS PER STRIPS SHINGLE OR TWO 24 s 4 5 6 978 4914 623 765 MOUNTING PLATE W/(4) 1/2" G52O 'a: :. . w w:.i o ;:µy. , 28 4 5 6 7 441 577 727 Bq2 n " Use ever other nail hole In a row O E. •;,:r.::,:,I..,.. . .,. ,-' :::::::,". r'.`t,,•,'..:' .,.1-,- >.. . t<•.:t;;.:,1.., : , :.. a,,. J. 517=HERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF n t.,. Rb01?,5REATFiING• ,c5 - ,.•.:.,>..;..-. .,,,�,.;.•: �>:.<t,m 92 4 6 7 e DIAMETER BOLTS ON A 3 12" 5E 51MP50N :•.,:: ,:r;>..,.::.,,:•.,�,.:.:..,;.:r;,,,,,,,,,,,;,�,.,.;,::;•.: ::,.�..:w.,,:.,::,<a,,.-.,.:�:�,..:,,.,,,:...:... . , ..... .. .�Fc�:.:.....I•-:�:...�`�1'•:'sw,;:;..,.. , :. .+•.1:�+ •r,;•#�r`..n�;... _ ..:�..:-:. -,,. So4 6591 1331 1020 / Use e very other nail hole in a row to I I/4 x20 GAGE z provide the code-required minimum SLOPE NTAL (25 20 UNITS VERTICAL IN 12 UNITS sb 5 b 8 - 566 142 9115 1147 DIAMETER STEEL COLUMN 0518 I 1/4"xl8 GAGE provide the code-required minimum GALV. COIL ZD -Y center-to-centers spar-Ing for nails Structural Panels 8d.: lOd (see Table 3.10) HORIZONTAL (20112), SPECIAL METHODS OF FASTENING ARE GALV. COIL STRAP z center-tO-Ge p g `Diagonal Board Sheathing , I. I. REGUIRED. 5112 12 2 2 2 9 145 190 240 295 _ -to-center s acro for nails STRAP 1"x6"ort"x8" 2-8d_.. 2-IOd per support. p g EXCEPT ION[ ASPALT STRIP PEER 5HIN6LH yrlll HAVE Ib 2 2 9 4 1919 25s 920 991s w/ (4)-IOd I/2" w/ (7)-ad 1/211 USE "�51MP50N" II 1"x1.0"or wider 3-8d 3-10d per support MINIMUM OF 51X FASTENERS E ERE 20 2 5 4 4 241 911 400 4911 ,�.,, t M _w• ,>., ,:•.. : • ROOF 15 IN ONE OF THE FO OW1N6 IE5t 24 5 5 4 5 Zea Seo 480 5e91 F1 NAILS o EACH D _ 3 x3 LBPS 5/8 ',;r• ,',',n:. - .,• �� .•t: :y ...;,nr ;w '{,' ,ri>:.tfi^ .f -zr-I':.i. LL GATE60R EN �r•. Y �: r.. '.,:., a, ,, ;: , , .-( AILS a E - Y� n�.. - � ,.3 �.t ,t �:: � AGH END ,,:. = .tui 1., .r, ID G' 'TffiNG-"� � - - ,t G`E FIE.A ��� :,,: ..y.„�: rs .a � '.4:r. T !-¢1. :.,e,�., sad_. ;k �ti� .[Y, 1.1;.11 ,�:",:K, .d• .S �.',, :'1 28 9 _ 1, 4 5 6 818 441 560 beb II GONGRi_TE SLAB - BEARING PLATES OF STRAP I6 O.G. OF " a�.. •:'''`. '.''.. ,,.>` '�°::: „'''`:.' �``'� •` THE BASIC WIND SPEED PER FIGURE 8301.2(4) IS 110 92 4 4 5 7 986 507 640 786 STRAP I6 O.G. 5 ; �`_ 0 EACH 5/8" DIA. Gypsum Wallboard Sd coolers Sd coolers. 7"edge/10"field MILES PER HOUR (I-II km/FT) OR GREATER AND THE 6 4 5 b 7 494 570 720 884 „ II , EAVE IS 20 FEET 60416 mm OR ABOVE I It l :WILL f_ ,_ ( HIGHER i,`:, TF. ..S,M9�.;' ".�.'.. �'� USE II ,•, :�,r z., �.vy'- I:�s13i� •G. •�-� ��: �: 5, ;-r,�ON ''.J'":iT`;` •": .1111_+ !� :�'";r,: •,t•;".,.,,:•:i v c:$ter,.t- .a�Y..v:• ., CL .fi � �..f-`<'9. :,ti ,,;:�:•ti;.., ,dd. _ '.�.. >, i' Y.-,;.•!� GRADE. � i' I 'I�� x V ,,:.•,:..:,:.,:r•...,..� .. ,:., ..::.:11::11 ::I,,,. ,•. 6.12 12 2 2 " 1, 11 �, DEEP MIN Structural Panels 8d 10d ;~ (see Table 3.11) 2: THE BASIC WIND SPEED PER FIGURE 83012(4) l5 552 11 3 L•�'PJ 5/8 41 I - �I BOLTS 3x Fiberboard Panels I 120 MILES PER HOUR (193 km/h) OR GREATER. 20 2 5 5 4 218 ?85 959 9440 BEARIP''� PLATES i 1 II ANCHOR 7/16" , 6d3 - 3"edge/6"field .,3. SPECIAL WIND ZONES PER FIGURE R3012(4). 24 9 5 4 5 262 942 491 528 4-U�11 D 5PAGED 3-O O.G. 26 9 4 4 5 106 1919 509 bl.b EP. 11 _, y 25/32" 8d- 3"edge/6"field &E n ' � yy A5 PER 2001 EDITION IA . . . . :.. tiOb . rNILY TE _ 66 4 5 6 i 8 3 sal bpi i°� CONCRETE MINIMUM D,- �_P M CONCRETE MINIMUM OF WFGM TABLE 3.2A I ICE PROTECTION IN AREAS WHERE THE AVERA X B IN Gypsum Wallboard : . : 5d,coolers ; 5d coolers 7"edge/I O"field .' . LE:.�R Di` B T Hardboard 8d 8d (see Table 3.11) 5TS O LAYERS "SIMPSON" TYPICAL 1_005.25-3,5 Fr, 3000 P51 O Fe=3,000 PSI 7[12- 12,12 12 I 2 2 2 129 160 201 243 ' GEi? '3'-O" O.C.TEMPERATURE IN JANUARY 15 2511,E ( 4!•isG) OR WHEN TABLE 83012(1) CRITERIA 5o DE516NATES, ANG AN ICE BARRIER THAT GON51 F A LEAST TWO Ib 2 2 9 9 Ibo 219 2b7 92T STRENGTH AT 28 Particleboard Panels ;. Sd 8d (see manufacturer} INSTALLATION GONNEGTIN6 A 3 SPA 5TRENGTH AT 28 OF UNDERLAYMENT CEMENTED TOGETHER OR OFA PLY LVL AND A 9 1/2' DIAMETER DAYS A5 PER, 2001 EDITION DAYS. 20 2 6 9 Diagonal Board Sheathing 24 2 5 4 4 246 320 401 914 O STEEL COLUMN SELF ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL . BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND OF YVFCM TABLE 5.2A . 1"x6"or 1"x8" + 2-8d 2-1Od ::. ' . per support 28 8 5 4 5 267 173 466 572 FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES 92 5 4 5 b 928 426 515 654 10"or wider 1"x 3-8d 3-10d ,. m per Support ( ) INSIDE THE 6 U m I EXTERIOR WALL LINE OF THE BUILDING 96 5 4 5 6 969 479 602 '796 - ,:�, .",Y. ...r. -,' :t,. - -.i '^4^,^' .j7�. ,..e, ..i..; :rH:,,,. -.aF:d - ,,::: ,.i:r'„�-:'s;',, _k° ,Y q'`.. ,:'':fir' - 1.M'�. 5. V :tt �.iFrc�oRsE0 G HEAR WALL S - 'r: lmv EGMEN TD 1111:. ,.,...,::.. . -:';..: -,,._: ..,.;..- :i ,s BASED ON TOTAL UPLIFT.;std•_:+• " "• � •` ' 89105.2 72 UNRERLAYMENT A HIGH WIND UNDERLAYMENT 'TABULATED GINNEGTION REQUIREMENTS ARE B T T UFT MINUS 2U�3 OF THE N.T.S. PER WFGM FIG. 1.5 d SEG. 3.4.42 - Structural Panels APPLIED IN AREAS SUBJECT TO HIGH WINDS[6RATER THAN ROOF ASSEMBLY DEAD LOAD(2/5 x 10 per). 1"or less 8d ]Od 6"edge/12"field 110 h (I'I"1km1h) PER F16VRE 8301,2(4)] SHALL BE APPLIED 2. YIHEN THE TABULATED NUMBER OF NAILS EGUIRED IN EACH AND OF THE STRAP 15 EQUAL TO MIMIMUM SHEAR WALL SEGMENT U N DATIO N - (IN5T/I_ 0 16" O.C) greater than 1" 10d 16d I. 6"edge/6"field WITH mph FASTENERS IN ACCORDANCE I AND FRAMING 15 ATTACHED IN ACCORDANCE WITH TABLE 8.1,THE RIDGE STRAP AND CANTILEVER OVER FO CANTILEVER OVER 1st FLOOR (INSTALL a I6" o.G) Diagonal Board Sheathing Ni i ri MANUFACTURER'S INSTALLATION INSTRUCTIONS. ADDITIONAL NAILIi'k5 15 NOT REQUIRED. � SIZE ASPECT RATIO[ H/1_ t 3 I/2' '. 1"x6"oe 1"x8" 2-8d 2-10d per support FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT 1 IN LIEU OF A RIDE STRAP,THE NUMBER OF lOd COMMON . I " " E "S1 ON I' WHEN A COLLAR TIE IS USED L NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED 1�1+L-ff iNZ SEGMENT WIDTH (W) U5E SIMPSON U5 MP5 1"x10' or wider. . .. :. . 3-8d 3-I0d per support FARTHER APART THAN 36 INCHES 0114 mm) ON CENTER. u NUMBER OF ed NAILS IN STEEL STRIP. 8'-I" 2'-4" 1 1/4"x20 GAGE USE R-38 BATT 1 1/4 x20 GAGE - USE R-38 BATT ' Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.If wall sheathing is nailed 3 inches on-center at the M05 2.8 FLASHING. FLASHIN& FOR ASPHALT 5HIN6LE5 4, TABULATED CONNECTION REQUIREMENTS ARE BASED ON A I2'RIDGE STRAP SPAGIN6,FOR cD q'-I" 2'-8" Ib" GALV " GALV. STRAP INSULATION OVER OUT . STRAP I6 panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as sheI.ar SHALL COMPLY WITH THIS SECTION. DIFFERENT RIDGE STRAP SPAGIN65,MULTIPLY THE TABULATF�VALVES 8Y THE N (0'-I" 3'-O" MIN. INSULATION OVER OUT plates,shall be used to maintain the load path, �q05 2.8.1 BASE AND GAP FLASHING. BASE AND GAP A81AE7EEDMULTIPLIER 8 1S�P ZEAL�OMGTTIO HARDWARE 15Wt,MR OF 1REQVIRLS IN H AND OF EACH RIDGE w/ 5-8d COMMON 51 DE AIR w/ 5-8d COMMON MIN. 51 DE A I R When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-I6d Wait per foot. ': FLASHING SHALL BE INSTALLED IN AGGORDANGE WITH 3 5. TABULATED LEN6TH REQUIREMENT ASSUME A MEAN ROOF HITI6HT Of 93 FEET,FOR MEAN NAILS IN EACH NAILS IN EACH xx' Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE a USE "SIMi"SON" n 6' FINISHING SHALL BE OF EITHER CORROSION-RESISTANT ROOFiPLI I& TS F 15 t-=I OR LEA,THE TABULATED VALus SHALL BE FERMI I I TO BE USE "51MPSONIt END a I6 O.G. END @ I6 O.G. I I/4"x20 GAGE USE 11 ROOF ROOF SHEATHING NOTE: METAL OF MINIMUM NOMINAL 0.0101-INCH (0,483 mm) = HDU2 HOLD DOWN �� GALV. 5'iRAP 1 1/4"x20 GAGE THICKNESS OR MINERAL SURFACE ROLL ROOFING WEI6MIN6 RIDGE STRAP sPAGINb(In) 12 Ib 19.2 24 4e 72 w/ 55TB16 ANCHOR BOLT COMMON A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET(3.16 kg/m W 5-5d c, (GAN U5E 10d 13OX NAILS A5 INTEMIOIR ZONE- 16" ON-CENTER RAFTER/TRUSSSPACING )GAP FL.A5HIN6 SHALL BE CORR0510NRE515TANT METAL OF MULTIPLIER 1.00 159 1.60 2.00 4.00 6.00 la 11 GALV. STRAP ALTERNATIVe) ANAILS TG FLOOR JOIST NAIL SPACING- PANEL EDGE- 06 COMMON o 6"ON-CENTER MINIMUM NOMINAL O.OIq-INCH (0.483mm) TNIGKNE55. 2" BLOCK FURRING ' ' W/ 5-8d COMMON NAIL SPACINb - INTERMIEDMIATE SUPPORT- 8d COMMON ® 12" ON-CENTER R1�,2.6.2 VALLEYS, VALLEYS LININ65 SHALL BE FOR INSULATION 2'-O" MAX 1 2-6d GO-(MON 211 BLOCK FURRING �- It NAILS IN EACH PERIMETER EDGE ZONE- 16" ON-CENTER RAFTER/TRIUe05 SPACIN& INSTALLED IN ACCORDANCE A1TH MANUFACTURER'S TABLE 3.9A- RAFTER/CEILING JOIST HEEL JOINT CONNECTION t1 FOR INSULATION 2 O MAX END ® 1611 O.G. INSTALLATION IN5TRUGTiONS BEFORE APPLYING 5HIN6LE5. NAILS TC SILL PLATE NAIL 5PAGIN6 - PANEL EDGE-Sd COMMON a 6" ON-CENTER VALLEY LININ65 OF THE FOLLOWING TYPES SHALL BE REQUIREMENTS 20 psf ROOF LIVE LOAD I I NAIL SPACING - INTERMEDMIATE SUPPORT- ed COMMOM O b"ON-CENTER PERMITTED, ROOF SPAN 00 ROOF SPAN(rt) I. FOR OPEN VALLEY(VALLEY LININ& EXPOSED) 1/211 CDX PLYWOOD SHEATHING a DECK DETAILS (NOTE USE TRIPLE ZING CONNECTORS) WALL SHEATHING NOTE: LINED WITH METAL,THE VALLEY LININ& SHALL BE 12 24 96 12 24 96 - THIS PROJECT IN LOCATED AT LEAST 24 INCHES(610 mm) WIDE AND LINING EXTERIOR w/8d NAILS ® 6" OG. AND LS ANY B THE Go2.82. 0N-RESISTANT 16d COMMON AMBER of REQUIRED CAPACITY of " '- I N W I NDBORNE DEBRIS REG 1 ON (GAN USE IOd BOX NAILS A5 INTERIOIR ZONE- Ib" ON--CENTER SND SPACING METALS IN TABLE 81052.8.2. �`�� RAFTER Ibd COMMON NAIL PER Ht�L HEEL JOINT CONNECTION EDGES d 12 O.G. IN THE FIELD. �TEF�+ ALTERNATIVE) SLOPE SPACING(In) JOINT SPICE 124.44 (Ube) 1,2a�,s RAILING 2. FOR OPEN VALLEYS VALLEY LININ& OP TWO PLIES n NAIL SPACING - PANEL EDGE- 8d COMMON• 6"ON-CENTER - I/2 GYP BD, INTERIOR w/ 5d NAIL SPACING - INTERMEOMIATE SUPPORT- 6d COMMOM o 12" ON-CENTER OF MINERAL SURFACE ROLL ROOFING,COMPLYING �� p• 8301.2,1,2 Protection of o enin s. Windows in buildings located in WITH ASTM D 241,SHALL BE PERMITTED. THE 12 4 1 l0 560 720 1050 COOLER NAILS ® 1 O.G. a EDGE 4 a � . . 6 • • . p 9 9 4"E (Se ZONE- 16" ON-CENTER STUD SPACING BOTTOM LAYER SHALL BE 16 INCHES (45-7 mm) AND 8112 16 5 91 I5 480 460 1440 10" O.G. IN THE FIELD. windborne debris regions shall have glazed openings protected THE TOP LAYER A MINIMUM OF 36 INCHES (114mm) 24 7 19 la 720 1440 2160 .ID' , p NAIL SPAGIN& - PANEL EDGE- ed COMMON o 6"ON-CENTER AIDE. POST from windbome debris or the building shall be designed as a 12 9 5 e 270 540 810 NAIL SPACING - INTERMEDMIATE SUPPORT- ed COMMOM o b"ON-CENTER 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH 4112 Ib 4 7 a 910 720 1080 p• partially enclosed building in accordance with A5GE 1. Glazed SHIN&LE5),VALLEY LININ& OF ONE PLY OF SMOOTH 24 5 10 15 540 IOeo 1620 " • opening protection for windborne debris shall meet the requirements TABLE R301.7 ' ROLL ROOFING COMPLYIN6 WITH ASTM D 224 TYPE 2TINIM p g :: InECOVE of the Large Missile Test of on approved Impact resisting standard 94 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS•a.• II OR TYPE III AND AT LEAST 36 INCHES (9114 mm) 12 8 4 6 216 492 148 Simpson Strong-Tie g pp p g WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS I 5112 16 5 b 8 258 sib 864 „ H • .t.{� x 3• DFTf3 or ASTM E Iggb and ASTM E 1886 referenced therein. }}- }}�- }��^ - auownsLe AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY 24 4 8 12 452 864 1296 s s (' ' MEP COMPL I ANLL STATEMENT STRUCTURAL MEMBER DEFI.LECTION :,1 Hr•+, UNDERLAYMENT GOMPLYIN6 WITH ASTM D 11'70 MAY I u �x:a'a?; Rafters having slopes greater than 3/12 with no U180 BE USED IN LIEU OF THE LINING MATERIAL. 12 5 5 5 154 909 461 'I " Simpson Strong-Tie finished ceiling attached to rafters THE PROPOSED HEATING, PLUMBING AND ELECTRICAL 7112 16 s 4 6 206 411 617 Simpson Strong-Tie PC Exception: Wood structural panels with a minimum of 1/16 inch (II mm) Interior partitions Iviso TABLE 8905.2.8.2 24 9 6 9 809 bll 926 At3U44 SYSTEMS 5HALL BE CAPABLE OF HANDLING THE LOADS and a maximum span of 8 feet (245.5 mm) shall be permitted for Floors and lasteredceilings U360 VALLEY LINING MATERIAL 12 5 5 4 120 240 560 -]- OF THE PROPOSED HOUSE., AND SHALL CONFORM All other swcturalmembers U240 x112 Ib 9 s 5 160 520 4eo I Simpson Strong-Tie Tie opening protection in one- and two-story buildings. Panels shall be TO RESIDENTIAL GORE OF N.Y.S., THE MECHANICAL MINIMUM 24 9 5 1 240 460 720 �1, pDBTI g precut so that they shall be attached to the framing surrounding the Exterorwallswith lasterorstuccofinish H/360 THICKNESS WEIGHT „ r1 opening containing the product with the lazed opening. Panels shall GODS OF NY STATE, CHAPTERS 12 THRs' 24, THE PLUMBING Extcriorwalls-w•indloads'withbrittlefinishes 0240 MATERIAL (Inches) 6A6E (pounds) 12 5 s 5 910 leo 270 USE SIMPSON � V p 9 9 1� 9 fo 9 CODE OF NY STATE, CHAPTERS 25 THFJ 32, THE ELECTRICAL Exterior walls-wind loads"with flexible finishes Ulzo 12112 16 5 9 4 120 240 510 HDU2 HOLD DOWN 1 be secured with the attachment hardware provided. Attachments GORE OF NY STATE, CHAPTERS 33 THRU 42. NOTE: length,14=spanhaight. COPPER - - I 24 9 4 5 180 560 540 W/ 5/b° TREADED ROD ��' (\ ^/ � = shall be designed to resist the component and cladding loads a.The wind load shall bepermittedtobetaken as0.7times the Componentand ALUMINUM 0.024, - `/ `,1 Cladding loidsfor the purposeof'hedeterminingdenectionlimits herein. 1• HEEL JOINT CONNECTIONS ARE NOT REQLUIRED WHEN THE RIDGE IS SUPPORTED BY A � - ° JOIST determined in accordance with Table 8301.2(2). Attachment in b.Furcant;leverinembers,Lshall betaken astwice the length ofthecantilevec LOADBEARIN&WALL,HEADER OR RIDE BEAM DESIGNED TO RESIST THE APPLIED LOADS. accordance With Table 8301.2.1.2 Is ermitted for buildings with a STAINLESS STEEL. - 28 TYP. CONNECTION FOR TWO ! � - ° c.Fur aluminon,s ucmrnl members or parek used in loots or walls of sun- 2. WHEN IHRERt EDIATE SUPPORT OF TNR RAFTERIS PROVIDED BY VERTICAL STRUTS OR PURLINS ✓ I- o p g room additions oe patio co,ers.not supporting edge of glass or s:md•aid' 6ALVAMZED 26 (2IT1G TO A LOAD BEARING WALL,THE TABULATED HEEL,JOINT GONNEGTION REQUIREMENT'S SHALL EE STORY APPL IGATI ON5 ( /l _T ,I - mean roof height of 35 feet (10 055 mm) or less where wind speeds pinels,it,t tolal load deflection shall not exceed L/160.For sandwich panels PERMITTED TO BE REDUCED PROPORTIONALLY L REDUCE THE SPAN.. usedinroofsorwaIliofsunro"inndditionsorpatioca,vcn,thc(ohdloadde- STEEL 0.01-11 coated &qo) -) �� TECO JOIST HANGER I do not exceed 150 miles per hour (55 mis). flection shall not exceed Ulm. - _ S.EQUIVALENT CONNECTIONS ARE REQUIRED FOR GEILIN6 JOIST TO GEILIN6 J015T LAP SPLICES. ,l, LEDGER ZING ALLOY 0.02? Table 3.17E Segmented and Perforated Shearwall Holddown Capacity 4.TABULATED FEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL YEI&W SECURE TO STRUCTURE W/ 1/25/4 LAG BC_TS a 16" O.G. _ OF THE GEILIN6 ASSEMBLY. per,. #I 05-:24-11 ��^ `�I I Requirements LEAD - 2 I/2 S.TABULATED HEEL JOINT CONNECTION REOUIREMENTS ASSUME GEILIN6 JOISTS OR RAFTER TIES WINDOW NOTES: IiL-Y Ls{ PAINTED TERNE - - 20 ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. s ® YW4EN GEILIN6 JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,THE PROPOSED 864 S.F. RES. FOR . Required xoldowt Cooueotion Capacity Obs.) Rg05 2.8.3 CRICKETS AND SADDLES. A CRICKET OR TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE THIS PROJECT GOMPL I ES WITH THE RES I DENT I/�L Wall Height R) wind seismic FOLLOWING FACTORS. I. ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM ROBERT AD I PI ETRO Endwall SADDLE SHALL BE INSTALLED ON THE RIDGE 51DE OF ANY ■ 8 . 3488 - 1920 ANDERSEN" WINDOW CATAL.06 UNLESS OTHERWISE NOTED. CODE OF NY 5TATE THE MECHANICAL GORE CF 9 3924 - 2160 CHIMNEY GREATER THAN 30 INCHES (762mmJ WIDE. CRICKET GEILIN6 FHEI&HIT/ROOF RINSE HEIGHT JOINT WtOMECTION ADJUSTMENT USE "ANDERSEN" H16H PERFORMANCE Low-E SUN WINDOW ' .+' .1 J.S , 29180 PEGONIG LANE 10 4360 2400 Corner stud PECONIG,NY. Holddown connected to OR SADDLE GOVERIN& SMALL BE SHEET METAL OR OF THE FACTOR WITH U-VALUE OF 035,AND SOLAR HEAT GAIN COEFFICIENT NY STATE, CHAPTERS 12 THROUGH 24 THE q¢ ', APPROVED BY: I. . . transfer shear SAME MATERIAL A5 THE ROOF GovERIN6. 1/2 2 (5H6G) TO BE LESS THAN 50 PLUMBING CODE OF NY STATE CHAPTERS 25 " ,/ DRAWN BY: Jr -- .. � 12 : 5232 2880 - - : t SCALE: A5 NOTED ED 14 . ,- 61043360. I. �2.it!id Common 1/9 r16 ,. 6976 :38403052-A.4 51DEWALL FLASHING. FLASHING A6AIN5T A Is 2. INDOw DESI!r?N Jt3- RATING , DATE: 05-14-11 REVISED BY : . _ is 7848 4320':' nails at 6"o.c. . VERTICAL 51DEAALL SHALL BE THE STEP-FL.ASHIN6 114 125 WINDOWS WITHIN 4'-O" OF CORNERS SHALL MEET OR EXEED THROUGH 32, THE ELECTRICAL CODE OF NY • F 0 20 s7zo ' asoo 125 THO DE516N PRESSURE RATING OF 90 Ib/S.F. ALL OTHER Required4.4.2. or other 211 Sheath assume walls bu sheathed,o accordance w th 5ect;oo P 0,565 OTHER FLASHIN&. FLASHIN& AGAINST A 1/6 12159 STATE, CHAPTERS 33 THROUGH 42. • Robert J. Gruber - Architect 3.4.4.2.For other wall sheathing type4 the tabulated holdd�own capacity shall be � � - 1/1t'> WINDOWS SHALL MEET OR EXCEED DE516N PRE55URE p ry VERTICAL FRONT WALL AS WELL AS SOIL STACK,VENT 1.11 RATIN& OF 25 Ib/5.F. multiplied by the appropriate sheathing type adjustment factor in Table 3.17D. PIPE AND CHIMNEY FLA5HIN&, SHALL BE APPLIED p �>> ,��yy��- 476 Expressway Drive So. Medford, N.Y. 11763 (6 1) 654-4949 1 Holddown tapacitiu are tabulated per story.Required holddown capeciries shall be AGGORDI N6 TO ASPHALT SHINGLE MANUFAG7URER 5 DRAWNG NUMBER: summed from the story above to the story below. PRINTED INSTRUCTIONS. CIOVER ER SHEET JOB• # 11021 A 2 all all 261-511 `0r ----------------- P. G. PIER 10 DIA. 11 HOLD DOM LOCATIONS I I �' rl2)2"x�" Ar0 GIRDI=R- 2 PLGS. A5 PER YFOM 2001 EDITION - - - I SECTION 3.4 EXTERIOR S10HEAR CONTIN. RIDGE VENT I 2 X 8 AGQ WD. LEDGER Y\AA" TYFIE II (-fYr) `9 I2"X6"Pcar2,_t I W/ 5/5" DIA. LAG BOLTS _ 2"X8" WD. RIDGE 61610.0. (p 24" O.G. STAGGERED d) 2"X6" R.R. ®16" O.C. I �, .r; :. est, y .•• - .� «' " r •' ,.,i: F•,Li•.•.� .• s.: .:. ,t• ...• s• s: —4• —_— —�--+ _ --7• ---- -- —.—.t. •r ti•' r•r:,,i--- _. I•(;'.r:y.;• 1.:::.:.-- t'+-- t'.•• •1 f. � 12 HURRICANE STRAPS ----------------------------------------------------------- ---------- i �3 34'-a" a" I I O AT EA. R.R. 16 O.C. a I .: I I I r 6" FASCIA v 5" P. G. FOUNDATION ON A i i 12 2"X6" C.J. @16" O.C. I I O 16"x 5" DEEP P. G. FTG. r----------- I OF VINYL VINYL SOFFIT W/ VENTS BASE1"1ENT 1 I 2"X6" R.R. ®16" O.C. �TYVEK NYL COR EQUALIDING 4" P. GONG. SLAB I UNF I N I SHED �� �� FIRE RETARD AS - -� I I _I ATTIC 1/2" CDX PLYWD. SHEATHING ryl I W/ 6X6 -10/10 WV�-- PER N.Y.S. CODE I — I f I ___ (y T- REQMNTS. I I ':: t ;�: I HURRICANE STRAPS 2"X4" WD. STUDS ® 16" O.C. I `•' I I I �� BOILER i i 2"X8" F.J. ®16" O.C. I I (V AT EA. R.R. 16" O.C. I 2 - -22 S:_10�: 8 -22 I I I I I I I I (3)2"xIO GIRDER I I O 6 FASCIA I , I - _ _ _ .I•. _ _ —� - -- - _ �_ _ R-30 1/2- GYP. BD. 1/2" GYP. BD. b d I •.•'' 1(3)2"xl0 GIRDER 1 1(3)2"xl0 GIRDER I I I (3)2"x10 GIRDER I I L________ INSUL. _ _ _J L __J VINYL SOFFIT W/ VENTS VINYL CLAPBD. SIDING -- BEAM 24"X24"X12" DP. II II 4" STL. BEAM .f TYVEK OR EQUAL 3' HIGH RAILING POGiGET POCKET w " LIVING KITCHEN - : GONG. FT65. ��' '�� COLUMN i '; i 1/2 CDX PLYWD. SHEATHING -- ROOM `Z 2"X4" WD. STUDS ® 16" O.C. "- I - R-15 INSUL. 5/4" DECKING ON - i ► 3/4 5UBFLOOR III III 2x6" A00 D.J. ® 16" O.G. I NII II ry I 1 I 8" P. GONG. n n I I E FOUNDATION ON 16" N I I X 8" DEEP P. GONG. II (2)2"x8" II 2" X 8" AGQ WD. LEDGER I I ry R-Iq 2"x8" F.J. R-Iq r(1 I I c0 I I t(1 INSUL. INSUL.1^/ 5/S" IA. LAG OLTS ®16 O.C.FOOTING _ I I (2)2"x8"AGQ GIRDER@ 24 O.G. 5TA66ERED L-------------------- -------- ------- -------------------------------- J SILL CONSTRUCTION - 2X6's WOOD SILL ACQ BASEMEN L J -------------------------- ---I -------_- I------------------------------- --- SILL GASKET 3 1/2" DIA. STD. 10" DIA. COPPER TERMITE SHIELD WT. STL. COL. P. CONC. PIER ANCHOR W/ 5/8" DIA. ANCHOR 4" P.C. SLAB ;<: (2) PLACES I 2X6 Fc.;Q D..1 ?, m i ® ►6"oc. BOLTS AT 39" O.C. MAX. AND 12" FROM CORNERS & SPLICED JOINTS ::.: ..7,777.• ; 8„ P. CONC. FDN. ON I AGO 6DR. .O" 16" X 8" DEEP P. CONC. FTG. L --------- _______ GONG. PIER 24"X24"X12"t- DIA.- DEEP (PROVIDE TROWELED ON ". ' 000e 2 PLGS. SEALER) 41-0 11 6 I. 16._6 11 P.CONC. FTG. A SEDT 1 ON-A-A 2 SCALE: 1/4"= V-0" FOUNEo-)AT I ON FLAN SCALE: 1/4" = P-O" ur 4" VTR. 2nd FLOOR 2" BUILDING 1/2" "2" Ill 1/2" � 1 W.C. LAV. 1 1/2" TUB 4" F 1ST FLOOR 2" 1 1/2" 1 1/2 C.O. ` PROPOSED 864 S.F. RE5. FOR TO APPROVED 4" Aro. � :.. ROBERT AD I P I ETRO • , 2WO PECONIG LANE PEGONIGNY ,W. SANITARY SYSTEM 4" H. TRAP p��*x _ SCALE: A5 NOTT=D APPROVED BY: DRAWN BY: J•TURNER PLUMBING RISER (SANITARY WASTE) "y " •+ DATE: 03-1411 REVISED BY F Robert J. Gruber Architect �~ daTa 476 Expressway Drive So. Medford, N.Y. 11763 (6 1) 654-4949 DRAWING FOUNIDATION PLAN / 5EGTION5 JOB: # 11-021 oe 11-4 11 8'-0" 26 1_QV ll 00 A A2 56'-O 11 cl 6060 SL. GL. DR. 2036 2032 3046 d'ij 3046 d' 3046 4.. (2) 2x10 HDR Iq'_ ---- --- 4:1 51-0 4" 10'-3" 411 d- 1 1 o � • v BEDROOM W o #2 DINING = I w O ® UNFINISHED -1 ® p -' ROOM BATH (y d ATTIC, (3 -' � N I _ _ _ N 2 0 It~: SD O N Q N ❑ _ 5 _ x x © 260 — -_ r.�:.ra.:: r N R-15 INSUL. iv t- 2 -26 CLOSET m - - - - 2 --- -- 616 b (2) 2x12 DROPPED HDR - - LIN. Olt O p _ sDO ------------------------ ------------------- ---------- - -------------------------------------------------- 4 -------------------------------- -4" 0 141-7114 411 ib'-7" v _ ►n 140 _ \K) LIKING m vBEDROOM - ROOM 0. #1 — i i d a 2x4 KNEE WALL 4'-6" HIGH 2x4 KNEE kIAL1_ 4'-6" HIGH ii = DL QC ii 4 , 411 _� 1 1 p ,. ii _I 14 l(� X r „ �t23 I 1 ( (2) 2x10 HDR 2) x10 HDR I II II II I � ----------------------------------------------------------------------------------------------------------� I 3046-2 3046-2 d HOLD DOM 1-00ATION5 A A5 PER Yr-CM 2001 EDITION SECTION 3.4 EXTERIOR SHEAR 2 / WALL TYPE II (TYP) 14'-6" 5'_O" 16'_6" UFFER LEVEL FLAN 50ALE: 1/4" = 1'-0" A N-) LO�NER LEVEL FLAN SCALE: 1/4" = I'-O" PROP05ED 864 5.17. RES. FOR ROBERT AD I P I ETRO J.` + 2480 rEZONIG LANE PEGONIG,W. 0 SCALE: A5 NOTED APPROVED BY: DRAWN BY-J. TUIZIRM .i DATE: O3-I4-I) REVISED BY Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y. 11763 (631) 654-4949 DRAWING NUMBER: 15T FLOOR FLAN 5 QF 4 X06: # 11_ El F-1 GONTIN. ASPHALT SHINGLES RIDGE VENT N z 12 �5 6" TRIM 6" TRIM b" FASCIA 12 10� 110 — r 6" FASCIA 6" FASCIA FA50IA VINYL V-1-NY 51 D i NG SIDING-� 3 HIGH VINYL 5' HIGH RAILING _ 5' HIGH RAILING RAILING SIDING 5/4" DECKING ON 2x6" AGQ D.J. 0 16" O.G. 5/4" DECKING ON 2x6" AGQ D.J. a 16" O.G. _1E GRADE • • • , . , . , GRADE GRADE GRADE i I I I I 5/4 DECKING ON I I I I I I I 2x6" AGQ D.J. Ib" O.G. i (2)2"x8"AGQ GIRDER I I L--------- i I I I 1 11 11 1 (2)2 x8 AGQ GIRDER L----------J 1 I I I 1 10" DIA. L J LJ I I I I 1 I I I I i I I I I I LJ I I I I LJ I P. GONG. PIER 1 1 10" DIA. I I I I 10" DIA. I (2) PLACES I I P. GONG. PIER I P. GONG. PDN. d ATG. I P. GONG. PIER j P. GONG. FON. t FTG. (2) PLACES I I I 1 (2) PLACES I 1 1 I1 I I I 1 --------------------------------------------------------- -I---I� ri------------ -------- ------r---J t------------------------ ------------I FRONT ELEVATION RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" GONTIN. ASPHALT ry z RIDGE VENT SHINGLES - z 611 TRIM r 12 5 6" FASCIA 6" FASCIA 12 �10 SIAM& 6" TRIM 110 — Tt VINTL 5' HIGH RAILING 5' HIGH RAILING 5aDING VINYL 5' HIGH RAILING SIDING ---_ VtNTL 5/4" DECKING ON IDIN�7 5/4" DECKING ON 5/4" DECKING ON 2x6 AGO D.J. ® 16" O.G. 2x611 AGO D.J. @ 16" O.G. 2x6" AGO D.J. (p I6" O.G. ' GRADE GRADE 1 i I I I I I GRADE I I `-I I I I I (2)2'1x8"AGQ GIRDER I I I L----------J ' -------- 1 (2)2"x8"I I I I AGQ GIRDER I I I I I I I I I I I I 10" DIA. LJ LJ I LJ 1 I I I I P. GONG. PIER 1 10" DIA. I I L JI 10" DIA. 1 1 (2) PLACES I P. CONC. PIER i P. GONG. FON. 4 FTG. P. GONG. PIER P. GONG. FON. It FTG. 1 (2) PLACES 1 I I I I I (2) PLACES I r-I---Ta---------------------------------------------------------1, ----------------------- 1 --------------- --------J L---------------------------------------J LEFT 511:;E ELEVATIONREAR �L_���TION • SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PROPOSED 564 S.F. RES. FOR ROBERT AD I PI ETRO 2980 MCONIG LANE PEGONIG,NY. SCALE: A5 NOTED APPROVED BY: DRAWN BY: J.'TURNER y p �� DATE: 05-14-11 REVISED BY Robert J. Gruber Architect 476 Expressway Drive So. Medford, N.Y. 11763 (631) 654-4949 " - ELEVATIONS JOB: # 11-021