Loading...
HomeMy WebLinkAboutTR-9221A Michael J.Domino,President QF SO Town Hall Annex John M.Bredemeyer III,Vice-President OVA y�1 54375 Route 25 O P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams �Q Fax(631) 765-6641 10ouff NI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 4 1574C Date: May 24, 2019 THIS CERTIFIES that the demolition of existing dwelling and foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction; install gutters to leaders to drMells on the new dwelling; and to install a newrg avel driveway; At 57475 Route 48, Greenport Suffolk County Tax Map#1000-44-2-5 Conforms to the application for a Trustees Permit heretofore filed in this office dated April 20, 2018 pursuant to which Trustees Administrative Permit#9221A Dated May 16, 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property;to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction-, install gutters to leaders to drywells on the new dwelling; and to install a new gravel drivewa. The certificate is issued to Louis Pagnutti owner of the aforesaid property. Authorized Signature C Michael J. Domino, President �*oE SO(/fy0 Town Hall Annex =,John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 Greg WilliamsO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: l / ,-__�Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection. INSPECTED BY: �i'8�� �� er COMMENTS: �_r �S CERTIFICATE OF COMPLIANCE: zzcsJ, i -RnCC# : C19-27988 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 06/19/2019 under Liber D00013016 and Page 254 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 06/19/2019 SUFFOLK COUNTY CLERK �u -e-Z=L Q. JUDITH A.PASCALE ,r SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/19/2019 Number of Pages : 6 At: 02 : 46: 36 PM Receipt Number : 19-0115790 LIBER: D00013016 PAGE : 254 District: Section: Block: Lot: 1000 044 . 00 02 . 00 005 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30 . 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 $7 . 50 NO RPT $200 . 00 NO Fees Paid $277 .50 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County � 2 RECORDED Number of pages 2019 _Tun 19 02-.46.36 Ft-1 JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY D000131016record. Please remove all P 234 Social Security,Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps FEES Page/Filing Fee J `" Mortgage Amt. Handling 20. 00 1. Basic Tax 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. EA-52 17 (County) Sub Total 75D or Spec./Add. EA-5217 (State) TOT.MTG.TAX R.P.T.S.A. U Dual Town Dual County En Held for Appointment Comm. of Ed. 5. 00 Transfer Tax 0A m Affidavit o Mansion Tax ` "` '"x` "'" '''"`"l "' The property covered by this mortgage is iYified"Copy ° SD Ce or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total f1 If NO,see appropriate tax clause on page# of this ins m nt, y � 4 Dist. 3893216 1000 04400 0200 005000 5 Corninuntt� sevation Fund Real Property p T - S Tax Service R CWH II�IIII���IIII�I�I�II�III� Consideration Am=ount,$ � I Agency CPF Tax Due 19�1Uft119 Verification 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address Improved :r;RECORD=&3•RETIJRN.T,O: Vacant Land TD TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 www.suffolkcountyny.gov/clerk Co.Name Title# 18 :- Suffolk Countv RecordinLy & Endorsement Pa e This page forms part of the attached r,-Ili G,� 1 made by: -(SPEC IFYTYPE•OF=INS TRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO Iti_the TOWN`of. ��``U�� In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR.PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) IMPORTANT NOTICE L L If the document you've just recorded is your SATISFACTION OF MORTGAGE, please'be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that ygu may be billed directly for all future nroperty tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31st Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter'Island, N.Y. 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y: 11743 Southampton, N.Y. 11968 .(631) 351-3217 (631) 283-6514 Islip Town Deceiver of Taxes Southold Town Receiver of Taxes 40Nassati Avenuel-' 53095 Main Street Islipy,N.Y.-11751 Southold, N.Y. 11971 (631).224-5580 (631) 765-1803 Sincerely, .� a. �o Judith A. Pascale Suffolk County Clerk 12-0104..06/06kd DECLARATION OF COVENANTS THIS DECLARATION made this day of , , 20 , by c)uN S r % 11 t � residing at1y\ �c�nc+,vc�c�\�� c - c�y►�vn«c�', . hereinafter referred to as "DECLARANT(S) ": W I T N E S S E T H WHEREAS, DECLARANTS) is/are the owners) of certain real property located on ��y'\S \���,� e �c, . ccv�110 . Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section_, Block 0 a , Lot O'S which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a J permit pursuant to the Wetlands Law of the Town of Southo-zld- to- undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit- to undertake such regulated activities, the Trustees required that a (��no� .L\_ "non-turf buffer" adjacent to and landward of � and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW, THEREFORE, the DECLARANT (S) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall\be established and perpetually maintained "non-turf buffer" as defined by Chapter 275 of the Town Code, to wit: "A designated area where turf grass, pesticide and fertilizers are not permitted." and as A depicted on the �, � %x� �' ; i rI x � 3`� �� N • ".s �,Yd �. ��1 (�� see Exhibit "A" attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANT (S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees . IN WITNESS WHEREOF, the owners) has/have duly executed this- _ instrument this day of (� r' �° .� 20/ �'- OWNER'S S GNATURE OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OF S11 r:kK ) ss: 2 On the ��01 day of , in the year 20 K , before me the undersiWied, a Notary Public in and for said State, personally appeared LOals /�&NVI j , personally known to me or proved to me on the basis of satisfactory evidence to be the individual (s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature (s) on the instrument, the individual or the persons on behalf of which the individual (s) acted, executed the instrument. r � Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. O1 D1475593 Qualified In Suffolk County My Commission Expires April 30, 20 22- 3 Safe Havbeir Me Agancyg Ltd. Title Number SHM7771 Page I Underwriter 8mS 132.33 ALL that certain plot, piece or parcel of land, situate, lying and being at or near Arsharnornoque in the Town of Southold, County of SuffoR and State of New York, bounded and described as follows: BEGINNING at a point on the northerly side of North Road (County road 48) where the sane in intersected by the westerly line of land now or formerly of Ted Kokkoris and @basso Tiotis; said point of beginning being distant 601.08 feet westerly as measured along the northerly side of North Road from land formerly of A.M. Tasker; RUNNING THENCE westerly along the northerly side of North Road South 70 degrees 35 minutes west, 100.18 feet to land now or formerly of Banco Building LLC; 0 THENCE North 16 degrees 00 minutes 00 seconds west along said land, 414.91 feet to the high water line of the Long Island Sound; THENCE along the said high water fine of the Long Island Sound, the following courses and distances: I)forth 68 degrees 42 minutes 14 second East 23.03 feet; 2)South 33 degrees 33 minutes 45 seconds East 19.47 feet; 3)South 74 degrees 12 minutes 09 seconds East 63.77 feet to land now or formerly of Ted Kokkoris and Vasso Ziotis; THENCE along said land, South 16 degrees 04 minutes 00 seconds East 348.36 feet to northerly side of north Road (County Road 40) at the point of place or BEGINNING. For Conveyancing Only. if intended to be conveyed. Together with all right,title and interest of, in and to any streets and roads abutting the above described premises, to the center line thereof. SITE DR.AIN.AGM rd i.Je ®� Of 2 r k�Gsa_1 t,i61bFT PACTOR.Io � B -16aa w PrIIbN6 VW I"t 41 Dar WUIN R .IMI GVPr. 84a'/4q � iOn00�ONN�iI &M-2)=OR MM&Z V0�•MaTOR'ID •�3,p� LONC ISLAND TODD O'CONNELL,AIp t/slsev„4•Dew mNNmms.*qGsrr. 5OUND 120OVetmnsMemotfamighwaj suttasxo M0,111 woOR AMA e.MHOR PAOiDR.I.0 • Hauppauge w U788 n 12 x a• -R=cu Fr 6; Z4/�Oq 7.J'lP(631J 6546666'. um 6'0 KW DMP DRAIN RMB•IM OA•G MJIyyM 0ADMYUh®.ML•VATM O.' NRbJO1P 2' Q = 2.OOTTOM OP ORroM L To IMVD Mt11WM b' ol•.� rSK'r;,`�-.ni: PL �ZD MCMATION INTO IVsMAME MITMAL. �c D MMI L6 MAT RAVE A MINIf W OP O'OP t 04flAa L MAIM&Axam-50 51R116T m THIS PROJECT COMFLIE5 WITH THE 2015 aD '•g7a 4' INTL-RNATIONAL RESIDENTIAL CODE.2ND PRINT AS fl" 'LII`-� ADOPTED BY NEW YORK 5TATE,AND THE 2016 —'-- YORK STA SUP CEMENT NO Wq,u WITHIN IDO PELTzoNE OO IN ACCORDANCE WITH 2015 IECG RESIDENTIAL ENERGY EFFICIENCY CODE,THE PROJECT BAWTARY TO BE INSTALL® $ Oo COMPLIANCE METHOD CHOSEN 15 TOTAL P17R BODAN.V84 71M UA-ALTERNATIVE AND A REScNEGK NA5 BEEN RE9LLAT!"t APPROVAL TO THE BEST op MY KNoWLwBe,BELIEF AND R@•IOVAL T,, --wALL 0141 IBS PROFESSIONAL.JUDGEMENT,THL'9E PLANS AJD DEd¢IS TO AI=M. AND/OR SPECIFICATIONS ARE IN COMPLIANCE L'�'�J C!! TMXTION. I _! w/THE 2015 ICGG,2ND PRINTING AS ADOPTED BY 2016 NYS ENERGY CODE \ RE31D1T1C1? x ON PVBLICIMPRO WATER $ ppSp THIS PROJECT COMPLIES WITH THE INTERNATIONAL y F MIMECHANICAL CODE.C 4APTMZ 12 Tw+ota9H 24, � T ��R000aal 1 T= PLUMBING GODS,GRAFTER RMIDBIGE % 1 — T 2S THROUSH 92,THE INTERNATIONAL ELECTRIC ZMIPRG m*--— ._J_— ,,,`; 1 GODS,CHAPTER 99 THROUGH 42. ON PUBLIC WATER , . ; -, „�" :� THE %'f g tit IN roBE _ ``. ', \t �'(',�lJ `�,'!: > `' oo• p' :ism ��� i F.S WL 6TOCK T% >Z \6 �� & TH 1 fill 11 ALL I j 11 I I I l i l ':\ •,.� I ' T, 16 1 °`' N0 Z6k TO mw 4 ng Y. AND 21�1 urm-DE II�I�f I'III ,; �,� 1 :o pm III I I- AA kaLLII9 adrr. TO Wc1L LASer Em s \\ \0 MIN $ \ \ �. _ 6. - 7•` Y_ , 9 \ \ attRAxrs OR �\ \ \� 7FER PLOT PLAN " ;uitv' n n — Z SCALE,1•.sob• '�" 6Y ZONING INFORMATION Z� TOWN OF SOUTHOLD SECTION, 44 BLOCK,02 LOT(5), 05 fu Q�— Z47WA R-40 RE60IRED PROPOSED ..nn HOT WAT82 PIPES LOT AREA 40,000 SQ.PT. 58,434 SQ.FT. V l xZ FRONTAGE 150 FT. IOO.IB FT. NO MAINS AND R0I'59T5 FRONT YARD 60 FT. 148.15 PT. —Sp � IA • VER 2• REAR YARD 50 FT. 151.08 FT. 2A SIDE YARD(MIN) IS FT. 15.0 FT. -OZ Is SIDE YARD(ASW 35 FT. 31.04 FT. IA BUILDING Hr=jCHr 55 FT./21 STY. 5435 Fr. 3 Ll Lor COVERAGE 20% 5.q.% ESS IN MINES BY PIPE S CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LESS 1115•To 2.2.6-To 4• TABLE R301.2(1) INTI=RNATIONAL RESIDENTIAL CODE I5— -�2.0- ._ _ HHD PMI5N sIA.lQGT TO vAxAae p LS ---- pLOc� AR htznN 3Ti I.S 2A bAo ggyigpgglq�, 0 t srwnautb {uLee Tvwr2c VWt�t� SMS.MMEND M�� r�• RavIF�• Do.,' T�uu 15 D 222 132wS N¢ tl2 1�9IP 6 �' txe¢ 91� yp9 !AM Ell IA 15 �67i DrS�tri - rtGe Q o -I Michael J.Domino,President ® ®F S®�,�®� Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith I Southold,New York 11971 A.Nicholas Krupski cn Telephone(631) 765-1892 Greg Williams ® �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1574C Date: May 24,2019 THIS CERTIFIES that the demolition of existing dwelling and foundation and fill in area to grade;move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction; install gutters to leaders to drywells on the new dwelling; and to install a newrg avel driveway; At 57475 Route 48, Greenport Suffolk County Tax Map #1000-44-2-5 Conforms to the application for a Trustees Permit heretofore filed in this office dated April 20, 2018 pursuant to which Trustees Administrative Permit#9221A Dated May 16, 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwellinaand foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitarsystem landward of Trustee jurisdiction; install gutters to leaders to drywells on the new dwelling; and to install a new gravel driveway. The certificate is issued to Louis Pagnutti owner of the aforesaid property. Authorized Signature Michael J. Domino, President oF S0Ury0 Town Hall Annex John M. Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas KrupskiG Q � O Telephone (631) 765-1892 Greg WilliamsycOU O Fax(631) 765-6641 � NTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: �Ch. 275 Ch. 111 D i INSPECTION SCHEG Pre-construction, hay bale line/silt boon - 1St day of construction Y2 constructed i Project complete, compliance inspection INSPECTED BY: COMMENTS: c rLA CERTIFICATE OF COMPLIANCE: �� �q Michael J.Domino,President 0f soyo Town Hall Annex John M.Bredemeyer III,Vice-President hO l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G • Q Telephone (631) 765-1892 Greg Williams 'O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9221A Date of Receipt of Application: April 20, 2018 Applicant: Louis Pagnutti SCTM#: 1000-44-2-5 Project Location: 57475 Route 48, Greenport Date of Resolution/Issuance: May 16, 2018 Date of Expiration: May 16, 2020 Reviewed by: Board of Trustees Project Description: To demolish existing dwelling and foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction; install gutters to leaders to drywells on the new dwelling; and to install a new gravel driveway. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Todd O'Connell, AIA , dated May 14, 2018 and stamped approved on May 16, 2018. Special Conditions: To establish and perpetually maintain a 10'wide non-turf buffer running along the existing sea wall. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. e Michael J. Domino, President Board of Trustees Michael J. Domino, President 0.9 Town Hall Annex John M. Breclemeyer, III, Vice-President 54375 Route 25 Glenn Goldsmith at P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 Greg Williams Telephone (631) 765-1892, Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1't day of construction �/2 constructed Project complete, compliance inspection; �v vn (v rvt a i C)yl Oma( 77 B°4 .'700[7 O'CONNFLL ,SU ,fa11C 1111EC1 MC �y4r, �3 0 LONG ISLAND TO_DD O'CONNELL,AIA 20letmemorial Highway Z ` I 5 INFORMATION TSuIte720- -HauppaugeNY>T 3785 TONN OF SOUTHOLD �: P(63„60-6666i 4_ O _ ._-=-F_�(637)656-6663' o --- a-- oSECTION: 44 BLOCK: 02 LOT(S): O5 O FMOVMAbM A �7 "°" ZONE: R-40 REQU I RED PROPOSED LOT AREA 40,000 SO.FT. 38,454 SO.FT. FRONTAGE 150 FT. 100.18 FT. FRONT YARb 50 FT. 148.15 FT. No WELLS WITHIN loo FSImzxas REAR YARD'; 50 FT. 157.08 FT. SANITARY TO BEINsrALL® m O S 1 DE YARD (M IN) 15 FT. 15.0 FT. PBR sGaaH.WRITTBd O IRBSULAMNS`APPROVAL — cn 511:;)E YARD (AGG) 55 FT. 57.04 FT. CLEARINS TO CONSIST OF �' CONBUILDING HE 1 C HT 55 FT./ 2� STY. 55.012 FT. REr ,aL OF ALL SHRUBS LIA, 1 , AND DENSIS "I E ION.ALLOW FOR GONSTRUGTLOT GOVERAG20 °/O 5.q % NEW � � ADJACENT l 1 ` ON PUBLLIIIG KATER `� V x7ewcK 'I ' ADJACENT - RESIDENCE -���- r LLI �fM1PR'OVE19}—- � ON PUBLIC WATER vpa, LIA ORMNALLY 1 �� lY l y+ wren° irt s,nrrnxrTIMOL/ a to 1F ,l.F A ,O11 OL Xkj OL OL LLI tf�Lu 1 A ,LOT AREA.IML 5bAa4 50.17T. t n 1.082 ACRES \ � ism� \ HELL ENTPAWCE t 5� °3�'° .� APR 2 ® 2018 `�' r z OL LOT PLAN W SCALE: 1" = 50'-0" p 4 � D 0(r i� CSV Y1�t6Y1 C�h- 17 7000 O'CONhE C- LONG 15LAND w 11 C N I I E C I Y C �3 TODD O'COIdNELL,RIA lS� G�I 2DOVeterans MemoriaLHighwa If,ID ��yEik J VI`s ZON I 5 INFORMATION Sulte120 - HauPPauge,Fkv:lps8 TO NN OF SO U TSO L D ° --- -L;5167558-0335-`.f. o __M,,,y,, SECTION: 44 BLOCK: 02 LOT(5): 05 0 I6 oa57ta5 7cyw.L ZONE: R-40 REQUIRED PROP05ED clo � L LOT AREA 40,000 5Q.FT. 38,434 SQ.FT. FRONTAGE 150 FT. 100.18 FT. UW- - 1 FRONT YARD 50 FT. 148.13 FT. � NO ML.LS WITHIN Ioo FST N REAR YARD 50 FT. 157.08 FT. ISANITARY TO MiNSTau® m O S 1 DE YARD (MIN) 15 FT. 15.0 FT. FER SLD.OJ4.MPTEN FESULATIONS'APPROVAL _ � — — — �` S 1 DE YARD (A55) 35 FT. 37.04 FT. CLEARINS TO CONSIST OF i w•1 BUILDING HE I Cc�'IT 35 FT./ 2 STY. 33.x2 FT. faD,VVAL OF ALL SFAS ��'TRUTCTALLOH ION. FOR I `1 LOT CO\/ERA5F- 1 20 % 5.Q 90' LH I aD.�,CENT l l 1 `\ RESIDENCE v \ pr�PRavED) ON PUBLIC WATER ADJACENT rROM rP--.L" _I — RESIDNC EE — — T lfNIPR'DVF19�—— \, Lu ON PUBLIC WATER Lu OL ORMNALLY `J ■ ARROJm . p iii FFF--- SAtUTARY 577789 \ 0 1 � L I L 1 ii F DL OL VL ex. � CL to OL— [4,454 TAREA, W onL SOPT. .062 ACRES \ � ,e v°0 '-- Ns urm7 OL r- NFLL b. '� t ,rl I';' APR 2 0 2018 ------ ---- - -- ----- -- -- - - --- PLOT PLAN lu SG641.E: I" _ 50'-0" O Q Pr O Fra htAA I Ac c. +�o Yl 1/ � O `��' > Rrsmmr,,¢n reA'csc+'+'r ry ;•��;,;•T= "•.r;�:F•,�m-:;'�w�•%t: LODMD'ONN;t. 57475NoMRmd _^;<,.>'.'=>, q` ,:'<:,• TODD O'CONNEIL,AIA <• ,< >y y5 .. , - '�. ^••••�j;V-y 5200Yelewu11.te 12tl20 LNg a• - �� I .:'.• �. - s. �.,. � �-Y.J";,»'i-`.k`�,�;:.'.d.sv T.,... NauPWN9E.1'1Y117B8- ry�'�"�jr ;'-n;�,i '- ,�:^:.'�.�"�- •�•,z;':;.^;^'�.�a4`'�-,.-.,.�-.. ..�= -,v(i;31)sso=sar>6�. ia't TackXnnulure GuBQ `;��.:if�Y^^"�r Cirm hors Caontty 4 ';.1 �,.>. eFlDmn Frnsr9s QN�. w DDL7 Forkwodlq Fv� o m 7ca'Inmonmghe RaUlcsQ FNl 1 +e' r h..w m"p.seppNCoo V F 0 N58 e4 d S 4lnm sDo Oen^cam 2�4s_ Z LONG ISLAND ;: U s SOUND LOCATION MAP CURRENT AERIAL MAPFL-oo ZO NDIFl1a�9A�ALo1Y! 7�y X35• \ S �i<�o���m G%I5TIN65EhWALL oK5 F 4wayi 3s° 4" U NC F - F _ _ = ZONING INFORMATION °' b TOWN OF SOUTHOLD GOASTPL EROSION"^z'm&LINE 1 g; SECTION 44 BLOCK 02 LOVE) 05 NO WELL5 WITHIN 100 FEET s\ � �NE \ p RN mb o \ ZONE R-40 REQUIRED FROF05ED SANITARY TO 5E INSTALLED ; LOT AREA 40,000 50 FT 55,454 50 FT RE"LATI wtzl pL rn PRONTA&E 150 FT 100 15 FT m FRONT YARD 50 FT 145.15 FT �CLEARINS TO GON515T OF u �\ REAR YARD 50 FT 15-T 05 FT REMOVAL OF ALL SHRUBS \ , SIDE YARD(MIN) 15 FT 150 FT AND DEBRIS TO ALLOW FOR NEW CON5TRUrTION \ ; ;\ 51DE YARD(AGC,) 55 FT 3'1 04 FT. •i\ ADJACENT BUILDING HEIGHT 55 FT/2}STY 5592 FT RESIDENCE LOT COVERAGE 20% 5 9% (IMPROVED) _ ON PUBLIC WATER ADJACENT Ioss•SEre,acc \�� _ _RE5IDENCE - uMPRDVED)—- ON PUBLIC WATER ;• / tea° \ I dlu V W.t� \\ I• \� r, \\ '� `� I:-_' ft rf� {f�i Ti eT I- � .un/o \`I t LOT AREA r :6 t `•,rf I'.-r i5 c_r� li" i o ,I' Z @@@ I■bb '35,434 SaFT. \ , �'�^- ��_ `- �- -� Lni.,d rae'�\\X, 852 ACRES \ \ i, I I ;( I 1L 1 m v ANE r- ;�� 1\� i APR 2 0 2 o YELL _ ° =) i, 18 o �-°Z zU)ILI w SI <r Z U) N�`5DNE — m PLOT PLAN m ; O- SCALE.1'v 50'-0' p rV(d _ I + GOVER TO ORADE SCOPE OP WORK: DETAILS Or GONSTRWMOM IF DROP T'IS U 2 STORY RESIDENGI= ACCOMMODATINS 1'SEASONAL SMALL BE A''�'N KJM Or 51 ABOVE � �'� oN INLET A TOTAL OF 4 BEDROOMS. REQUIRES 2-SNOW ARG.rOR WS 2X5FAN5M OF THE LEAGLHN9 FIwsH®GRADE SEPTIC, TO BE IOOO GAL. SEPTIC TANK S.USE(U toxo OA LON MWORG19 ruCAST,COWAtE E ry" LOOKINs GASTINS I�Mme®MP 1 /y68o WITH (5) 81OX5' DEEP LEA01.11" POOL. SEPnGTANC n T06RADl= MTGN[�J'.I' AOUD OEoNNP 4.123E(6)b'DIAMETIIi V HIGH PRECAST CONCLQLTEC. 4a r LEACNHNS RRL93. + S.USE 4'DIAD EMR.APPRONSp SBPBR PIPE'TNROUSHCUT. •S GOffGRE'I>= �%v O LONG 15LANDb.THEWA5TMIM rRcM THE SErm TAMC'.IVLD amm 3 GOVEIR TODD O'CONNELL,AIA -1.ALL Cp.058-OVER Mrr5 AM To to STKA69W 4' - al_ THE DISTR KMON POOL AS MSH AS rOaSM.0 20 sc ,� . ____ 241tl Veteratu Melrw' High DIMMCfC B'3 WITHOUT DROr AW MAST Be -c--,- --- -- - r t ISmte T •' SOUND LIVE.I k ABOVE ne BOTTOM Or TF!L&zfflN9 Wma, L i �l i7NPPA�9 Y" b.DAGIO'ILL MATERIAL SHAW.Be GOA t5e SAND ANP o • o fi - - I I I 0 GRAVEL. - 21.SLABS SHALL EB A MIMMIM Or 12.50.OW&RAM - � 10.50LID CCWAMTE GOvlx SHALL BE vEnIM N WAND 12' BELOW 6RADM r� h------NdSLA.[N.L1000 GALLON41 LINE OFHI9H eRgXD WAieR C TANK jils PLOOD E 16 LOCATE PROP'T'UN DEIR ,AGGC�f LE,4G1'lI N6 POOL KTs� OPBUNiS FOR MAIHTENAW.E STisb 4'40 GLASS 2400 PIPE i R�.auun rOOL NO**�: _ PCLA6%2ITCA4WA PM 1 STANDARDS IMMOVE AND REPL Ace LNSWA W SOILS WITNILSJVNo AND 60A `_�_ cb X111 j 4'®GLA33 2400 PIPE PITGH��'PBZ 1' _ EXT N DI&WERDOW Or 51X KHI L44 OF JC 1 HANSW THE OF CCE MOL.t'3' �J 'PTIf^i T/4� ETCTQDIN9170ffl INTO A MINMLM Or A b'STRATA Or ACl.�TABLE BRAVE. m 2.PVC,PIPS TO 90 INSTALLMO IN AG601®ANCE WITH APPBmIX L OI'7Ni! (y NO WBl5 WITHIN IOD FIST ---- - - tiP SU'P"X 0000Y SMHRY TAcoos z o ' 1.9i>°TiG 3YSTatQ TO BE IN GONP%*Q ANCZ W/ S.FVC,rirE TO C4WOW TO ASTM P-50".rIPL•TO NAVE SOR CLikk W IG \01 6` SU1©ISG GOUNttY HL'AL 711 DST.REdNRIa81T3 Or Ss V ((! 0 2 MRL DISTANCt BCTHMN 5LTTIG TANG AND O 0M.LIN9 TO 10 10 rT.r MRL DISTAW-a Or r1 cN X SerM TANK TO LEAGNNN9 POOL.TO BE b rT. ZOI!X 3.MNIKKI000 SALLON SEPTIC TANK CIO O 4.MINKJM 21 OP.LIGMP aLWAC!ARIA �Vr 03q PA w TO CONSIST OF \ S.A MIN.Or 4' OM 4 Vf9 PRBCAST ( 7" T -.aoar•a+�w� 6.Aj rRTE BOTTOM S'WALLS fy� t i ALL. b./1rrROVf9 REINrORC.NS'7 rRBGAST GON^.6'ND DeRIS TO ALLOW FOR \ �- - — — SLAB TOP IN LAWN AREAS COFL9TRl)GTION \ � t DROP'I'3 MUST BE NRMLY PRafJM OR ZXwTnwOTMWSE PIR LY AT AC+W \ ammAw &.LIG RO VVPTH MUST BB 4' !Ln\� C NOTE.BEVMTONs \ / o.�ossw •7 2Qi7 BASS UPON NAvbb \ I ( MOCK wmcr..o.. 1.I'!LW IWR.t'opt DROr'r NeecuRED \ / ra.I:ARZA n ll \\ ' ,^,D,,p,G CO. HEALTH SERVICES V �u ! i RESIDENCE •,� y;r.��' MATER FAGT. pMPRAVF�) EAbandonmen,-ON PMLIG WATERt.of existin gsanitarysystem must be in�-� T _ + e with dep t requirement Submit SITE INFORMATION. (Ii�IPRIov° rv) \ �' orm WWM_ 5-r4-rs GouNrr r�onv•Ee ON PUBLIC,WATER \' I as proof. 6REENPORT,NY I1a44 \\ !N'I rosy OF sounioLD O \ 5E-TION. 44 BLOCK. 2 LAT.5 \ LOTSIZE. 5&454 501-7. (n j- \ b V � ,\ Lp. L.P. NO WETLANDS WITHIN 500- TEST HME \ LP. EX too IDENGE WITHIN 150'RADIUS ON M6DONALD E GE \ LP. LP. `f• PUBL G WATER 4 INDIVIDUAL SEPTIC 6-2-10 \ � r Ex , /� t g� �y EXISTING SANITARY SYSTEM M-101, (Ou DAMMOM LOAM \� I I $t L��1=ND Excavation Inspection Requir I I , ` TEST HOLE For Sanitary stem (SW BROM SILTY SAND 1 �' s -� PROPERTY LINE I '.7 yll- -bb' 1 By Health Department \ },� —ctown.lan3\ —at— APROX.WATER LINE LOCATION 'I , WATM IN BROYN SILTY SA-NV , L 1 `.P.� PROPOSED LEACHING POOL < 14)to r (� LS.T.S PROPOSED SEPfIG NK TA AREAS (Sryl G��sANla FINE TO UM. \ , �T. i� SOD145 A o 882 AG W ;EXE PROPOSED 50%EWANTION TANK l�� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES wLu \\ 10 \ DW/ PROPOSED DRYWl-LL PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 6A /DBL PROPOSED DISTRIBUTION BOX SINGLE FAI451L1' REGIDENCE ONLY \\ 0 cG `� L.P. 1 EXISTINT3 LEACMINB POOL DEC 0 6 2017 � _ � � o�O�b DATE O�\\A APPROVED � L NOTE- FOP. MAXI s1' ' OF BEDROOMS 4 to 4 PLOT PL A i � � NEI6HB D BY PROPERTIES Q 0 f���j SUPPLII=D BY PUBLIC WATER EXPIRES THR>r YEARS FRO DATE OF APPROVAL � �••Ilu SCALE: 1" = 50'-0" O 0LZ --- - - Michael J. Domino,Pent r �SOEFD(,��, ( ~Town Hall Annex O John M.Bredemeyer III,Vice�'reside " ' ��� Gym , 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williamsy Telephone(631)765-1892 �7� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 1v J f Completed infield by: Valerie Marvin, Esq. on behalf-of LOUIS PAGNUTTI requests an Administrative Permit to demolish existing dwelling and foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single- family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction; install gutters to leaders to drywelis on the new dwelling; and to install a new gravel driveway. Located: 57475 Route 48, Greenport. 'SCTM# 1000-44-2-5 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Foota a or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet 1z' TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of H ring Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: IV&`t-�7174A k"-I - ar e - ,�' I have read & acknowledged the foregoing Trustees comments: Agent/Owner: - Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G Williams Other Page 1 of 2 Michael J. Domino,P ;nt 1 o�QS11FF0(,��OG � Town Hall Annex John M.Bredemeyer III,Vice-rresident J �� � � 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas Krupski � Southold,NY 11971 Greg Williams 4� p! Telephone(631)765-1892 ��� �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Valerie Marvin, Esq. on behalf of LOUIS PAGNUTTI requests an Administrative Permit to demolish existing dwelling and foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single- family, two-story dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction; install gutters to leaders to drywells on the new dwelling; and to install a new gravel driveway. Located: 57475 Route 48, Greenport. SCTM# 1000-44-2-5 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams E. Cantrell D. Di Salvo Other Page 2 of 2 uis Pagnutti 7475 Route 48,Greenport CTM#: 1000-44-2-5 /9/18 �'�a Yuiw.: �' d / ..ate+' '_ ....s---r ,F• F _ A' ` S j 4, ,mac {. z ,zs .5 / 9 /2 018 - .10 -04 ov sa� i �` - - , Cell � IVI r r Jk 7 9 r ' • ky Y � � osit OWL Aw Ir L n� n � v a. rM ( P 77 r- ��'y,.�`,c„A•° .. -+'yam.;�'ti .,. ,�_. �-•.&�., : -. r � ;.�,,;_ +Ry„„ ur,� � �� w4AN -�- � ... ...-. ��z,t C. r r 'S�'.� •�..:�� i9��,� �..5`. µ.-L. ..aT _.aa, iSk�"•`x. 0 5 O / /►� eti•' / I j I couNn of sum I � I S10 N e` � e FOR PCL No I SEE SEC.NO. e I / G , , I N 9 cou� 'd of suFFouc ' ' nu z• / CW NTY OF SUFFOLK a � I � •. .• d 9` �. ti 9 MATCH UNE ,n SEESEC.NO W ^ N� 9 W NO COUNTYO E a SW1HO,.D TION «. ..�... _. .rw .., t i w � Real P a S ., ..— opertyT A9OY <.. EC . .. I y ............. p.L x �7-t�-, _ - ", = r �`v OFFICE LOCATION: ®��®f S® y®� MAILING ADDRESS: Town Hall Annex °` ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) e� Southold, NY 11971 ® a� Telephone: 631 765-1938 O Fax: 631 765-3136 C®UNT`I,� ' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustee's From: Mark Terry, LWRP Coordinator Date: May 10, 2018 Re: Local Waterfront Coastal Consistency Review for LOUIS PAGNUTTI SCTM# 1000-44-2-5 Valerie Marvin, Esq. on behalf of LOUIS PAGNUTTI requests an Administrative Permit to demolish existing dwelling and foundation and fill in area to grade; move fill from new foundation located upland to fill area of demised foundation with any excess,to be removed from property; to conduct construction activity within 100' from landward edge of wetlands for the construction of a single-family, two-story _ dwelling with deck on seaward side; abandon existing and install a new sanitary system landward of Trustee jurisdiction; install gutters to leaders to drywells on the new dwelling; and to install a new gravel driveway. Located: 57475 Route 48, Greenport. SCTM# 1000-44-2-5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the below listed Policy Standard and therefore is INCONSISTENT with the LWRP pursuant to: 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. According to Town records, the structure was demolished without obtaining Board of Trustee review or regulatory permit. Pursuant to Chapter 268, the Board of Trustees shall consider this,recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney James F LGng. Trvstcc zY` J0ut11010- 1JCw YocK lly/L-VyJ7 Oa,e Bergen- Trustee �O xlephocnc (63L) 765-L892 \� Charles J. Sanders. _frusl.Ce Fax (631) 765-6641 WN, B O A-.D OF TOWN `X`RUS`X`EES T0VfN OFSOUTHOGD D Bu Department De D To_ Southold-To-wrl B p , Re= Verification of Building Department Permit Requirements APR 2 7 2018 F',I�P -5- BIDING DEPT• SCTM#= 7 TOWN OF S®UTf[OLD Property Owner Mame_ - F 0TI Date Sent to Bldg- Dept-_ The Office of the Board of Trustees is forwarding the above referenced applicafloa for verification of the Building Department`s permitting requirements stated befow- YES NO VVilf the proposed project require a Building Perrak? —/— VUifl the proposed project require a variance determination from the Zoning Board of Appeals? . Will any part of this application be considered as Demolition as described ander Town Gode? COMMENTS: Date Signa ure of Rev-ewer i 16's Michael J.Domino,President ©� y�� Town Hall Annex John M.Bredemeyer III,Vice-President ® 54375 Route 25' ,per P.O.Box 1179 Charles J.Sanders N Southold,New York 11971 Glenn Goldsmith G, d �0 Telephone(631) 765-1892 A.Nicholas Krupski +Ulif! Fax(631) 765-6641 f ]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only _ Coastal Erosion Permit Application {� r Wetland Permit Application D E E 0 V E _Administrative Permit Amendment/Transfer/Extensio Received Application: APR 2 0 2018 Received Fee: $800,6V -AS-Oftr - 7Completed Application: - i3?jA southola Town Incomplete:," - SEQRA Classification: Type I_ Type H - Unlisted aro ru Lead Agency Determination: - Coordination-(date sent):_ LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection:- - W'19 - Receipt of CAC Report:- Technical Review: Public Hearing Held: �l Resolution:, Legal Name of Property Owner(s):" LO lOct 0 111& la COYMWrL r�`/ 117�' Mailing Address:, >�'cVIYIG�YI (,101.l-� - K�1 - .- ��-- 7 - ` Phone Number: Suffolk County Tax Map Number: 1000" Zy Property Location:- 5- - ,v�- -6-1ve-ein (If necessary,provide LILCO Pole#,distance to cross streets,and location) AGENT(If applicable):, od wl 'l. �- Yyc l) Mailing Address: _ b Drc Phone Number: (P31 - - Z S�_• to�jOO AALI-CkI'_V12-Vl� 9 �l ecL fie ; ft"i�e� c�c_�- �o_✓_�s- _hr Ge�c�� W�_ ►v� too ' -i:a,t- j�. O O ✓� d vv ells w,` -�, o(e�v►� Lid p G ce ' _cvr,5d t han .J W> tL � C&A-L& O- s cc�.e c�we1 oe ve Vit\ 'I m8OYT1/2 �c�. I �ARR-2-0-2018® Southold-Town Board of Trus e.es r Board of Trustees Application GE. (NERAL DATA Land Area(in square feet):_ J$ , 434 f?q , C+, , 6• n2- Cc�res Area Zoning: .I2-- 40 Previous use of property: YC fsl_CQC'� ! i Intended use of property: r'C-iride4-7 Haj-- 1 _ :gri Vll lC ,I ~ Covenants and Restrictions on property? Yes No ` If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes No If"Yes",please provide copy of decision. Wil!,"project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s)on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date �v�o�- _: - _ ,neGl v✓!� �I o�' depk. Trus/ces C) - CL ?,an�vtg VOwtC kcey10 ✓, te, No prior permits/approvals for site improvements. Ck v G P kms Has any permit/approval ever been revoked or suspended by a governmental agency? No ' Yes If yes,provide explanation: 5 12 0yCe4, ( 5�►,c.2G! Project Description(use attachments if necessary): (�emVM cns Gil C( l l OLveOL d evni f? �vuA ce, k'o►- . --A-1 excess 1t I-0 loe removed torr, P-" rck-ll Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: D e L-5 G�Lt.Y e s " I I vc�CL r 1510O Area of wetlands on lot: square feet 0, oC4(e t Percent coverage of lot: % Closest distance between nearest existing structure and upland ��p.Z edge of wetlands: feet Ii1�� wGt k,?-- G-�'�L-- Closest distance between nearest proposed structure and upland edge of wetlands: feet - ki 9A WCA-I Ly ✓ WIL 16 7. 0 eac( 10 2. !T Does the project involve excavation or filling? No Yes If yes,how much material will be excavated? _7i"l# cubic yards How much material will be filled? - 2�T cubic yards Depth of which material will be removed or deposited: feet r 0"cl h I L Y'row-alk 0n - Cel l CLVCC�s Proposed slope throughout the area of operations: al�; t y C) Manner in which material will be removed or deposited:;, 6X CCS VQ k 0 r OF ISTI �'✓'u.C�"bWP . Qtr.o -_( 'D b 6f R` „ -plied= w+ _- ,(-S'l l _yei44oy:ed &nk, _ - In ew _ cQ wed(i nc� JG UA_ ON VP.SCYJ t.A'e W 5kt�eC {-vt ve Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): 61 Z20 Appendix B Short Environmental Assessment Form Instructions for'Comnletin� Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. , Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. i Part 1 -Project and Sponsor Information t Name of Action or Project: n n- I�J _ 111.1. ��• I�-�1ItkiCL, Project Location(describe,and attachta location map): 57 Brief Description of Proposed Action: ,o leo t5� Cl t lC) v-R Moi e 21c,s h1� 5( c-Nr t,�� �t,�.�-c,� ►-� , F'; �I rc ptt teevne.�l-E- .'vDm eXcc-vo. h or► b (� IPw+�oged YJ CW�, & Vell�v�a� �%; \ �o ?Yes cv�� 0 v-n'dc . Name of Applicant or Sponsor: Telephone: Y1 L-L \! E-Mail: Address: City/PO: State: Zip Code: _ I.Does the proposed action only involve the legislative adoption of a plan,local'law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that (7 may be affected in the municipality and proceed to Part 2. If no,continue to question 2. L 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? TW Z acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. []Urban []Rural(non-agriculture) ❑Industrial [-]Commercial PdResidential(suburban) ❑Forest ❑Agriculture Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑' ❑ b.Consistent with the adopted comprehensive plan? ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES. landscape? 7. I"s the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ;� ❑ 9.Does the proposed'action meet or exceed the state energy code requirements? NO 'YES If the proposed action will exceed requirements,describe design features and technologies: LIM 10. Will the proposed action connect to an existing public/private water supply? I NO YES If No,describe method for providing potable water: Al vtrcd C01n1/)eG��1 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 194ak t 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ,fp^I ❑i ; b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? 0 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? © ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. I entify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban Suburban 15.Does the site of the proposed action contain any species-of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? r-quei ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a.Will storm water discharges flow to adjacent properties? CQ NO []YES b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Y ,briefly describe: NO ❑YES ' uls 41 be ZA5 hpu Ied- o Y&DC6L kCC LA 0a�Ac—SF.�IQ -- Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ® ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: [771, ❑ % i 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: El I AFFIRM THAT THE INFORMATION PROVPC D ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE /Applicant/sponsor n Lou.�s I�u' Date: 4/2Z/19 Signature-; _ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of thefollowing questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur - 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ' regulations? Ef E 2. Wil 1 the proposed action result in a change in the use or intensity of use of land? El 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate i small to large ' impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? _ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every ; question in Part 2 that was answered"moderate to large impact may occur,,or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. s ETCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may ,result in one or more potentially large or significant adverse impacts and an i, environmental impact statement is required. Check this box if you have determined,based on the information and analysis above, d a supporting documentation, that the proposed action will not result in any significant adverse environmental imps6ts. Town of Southold-Board of Trustees Namr of L d ency Dat ,PU�_ tib J President Print or Type Name Respo si le Qqicer in Lead Agency Title of Responsible Officer Signature of Resporisib rtOfficer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page�4 of 4 Board of Trustees ,Appli.cation AFFIDAVIT s L_O wi"s_- LC _ BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION ; AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOAR_ D OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF , GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Prop Owner .SWORN TO BEFORE ME THIS 20 'DAY OF I 20 _ Notary Public .rs � PUBLIC�o,�/�;- 9• s �A6116� '•���-GARY 2b, OQ-�,,.`. Baard of Trusteas Application St, I; AFFIDAVIT 6� ti , Alowli&_BEING DULY SWORN ➢DEPOSES'AND AF S'itHAt 1SH IS THE APPLICANT FOR-THE ABOVE FDESCRIIB19 D PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE'TO-THE-BEST'OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS A!AY BE APPROVED BY THE"SOUTH'OLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF.SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS' FREE FROM ANY,ANYD ALL DAMAGES AND'CLAIMS'ARISING UNDER OR BY VIRTUE OF SAID F'IE" rr(S),IF GRANTED. IMCOMPLETING THIS APPLICATION,I HEREBY AUTHORLZE'THIE TRUSTEES;I THEIIR AGENT(S)Oki.REPRESENTATIVES,INCLUDING THE CONSERVATIONADVISORY ISORY COUNNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY ANDAS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF E - ®F THE PERMIT. Signature of Prop& .Owner Sign a orProperty Owner s; SWORN TO BEFORE ME THII , 3 6 DAY OF )qo s' j J !' JEPPInIIhIE�I'4AfCKfJI_AS - ' Notary Public,Stwe of r4aw York' No 01 TV"5041415 't nualified 11)Nti>°.au t;nunty commission Erp:res Apnl J, ew I ;f Notary Public „ l! , l" 1, 1, a f I ` 1 ' i- 1 r Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) b I, liU.syik41 residing at 11�Gt,✓1C,�C�-�� (print name of own of property) (mailing address) ; ✓h MCL �_ 72 Sdo hereby authorize (Agent) qo"v-g n _to apply for permit(s)from the Southold Board of Town Trustees on my behalf. (Owner's signature) AIPP;.LCANT/AG C+NT/R,VPR+SENTATIV TRANSACTIONAL DISCLOSURE•FORM 'The Town of.-S uihold's'Code of ttliics' roiibits conflicts of intcrest'on the'`art of town 6fficers-and em lovees.The ourposc of, tlii§form is to-"rvide information which can alert the town of 'nssible-conflicts of interest and allow it to take whatever action-is 'neeessary-to avoid same. YOURNAME: (Last na ,first name, ddle initt I,unl ss you are applying in the name of someone else or other entity,such as a company.If so, indicate,the,other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning „ Other (If"Other,name the activity.) Do you personally(or through your c itnpany;spouse,sibling,parcnf or.child)have a relationship,with•any'officer of employee of•tli-Town ofSouthotd?-"Rciationship"inelades 6iy blood;marriage,of Business interest."Business intetcst'r means,-,a business; inctuding a partnership,in which die town'off q4t de empl6yee has even a partial ownership of(or cmployiuent by)a roiporation in which the foivn officer or,employee,owns more than.5p%of thth shares. V S YES NO . . ' If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describd thc,relationship between yourself(the applicmt/40,h lreprescntative)and the town officer or employee.Either check -the appropriate line A}through D)and/or describe in'thc-space pfoVided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): !�)the owncr'of greater thm-5%of the shares of the corporate stock of the applicant (when the,apglicant is a corporation); 13).tltpdegal or beneGciai owner of uriy inter6st in a non-corporate entity(when the' applicant is not a-corpbration); C) n officer,diiectot,,partner,or crtiployee-of the applicant;or D)the actual applicant, DESCRIPTION Or RELATIONS141P �`` v0 Submitted this da of '� -Signature, Print Name_ Form TS 1 '3oard of Trustees Applical' ',n AUTHORIZATION (Where the applicant is not the owner) I/We,--- o Q owners of the property identified as SCTM# 10007 in the town of C=CCjZ620'C/ 0 New York,hereby authorizes 1r\ e act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Sigaure Prowner's Signature SWORN TO BEFORE ME THIS JO . DAY OF & r d ; 20,x_ JEANNINE N. MICKULAS Notary Public, State of New York No 01MI5041415 Qualified in Nassau County Q Commission Expires April 3, 19937 2_O f 1 Notary Public �{ d. --,3oard of Trustees Applical--'-r>n AFFIDAVIT BEING DULY SWORN DEPOSES AND A FEIRVIS THAT /SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS'AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Prope Owner Signa e' Property Owner SWORN TO BEFORE ME THIS. 3 DAY OF_- � 20 l� JEANNINE N MICKULAS Notary Public, State of New York No 01 M15041415 Qualified in Nassau County Commission Expires April 3,4-0-47-2-0 1 Notary Public ' ( Board, of Trustees Appl.icatibn AUTHORIZATION (Where the applicant is not the owner) Iiwe, zrfllj 01 owners of the property identified as SCT-M#1000 in the town of (�r 2cic _ New York,hereby authorizes g 3 act as my agent and-h-andle all 3 necessary work invblved with the applicatiori process for permits)from the Southold Town Board of Trustees for this property. r ZZz- Property Owner's Si ` ' e So wmes Signature SWORN TO.BEFORE ME TRIS. _ , _ � DAY OF r i- 20_ ` JEANNINE N MICr.ULAS ' Notary Public,State of Ne�.v York' § No 01 MI5041415 Qualified in Nassau County Commission Expires Aphl 3,,+- 2.0! Notary Public r, k 3 , 3 I` i. APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURZ,FORM The Town of Southold's`Code of Ethics oltibits confiicts'of iritdrest otfthe part�Qwn afficers-and emplovees,The numm,of its foi a Ia to'aravide i>fferitiatiora whieh can aler# ie town'of possible conflicts of interest and ailowh to10ke whatever action rs s necessaryto avoid.same'. YOUR NAME: Lo LL I S_ __ - (itQ)I i t,t+,), (Last name,-first name, ddle initial,unless you are applying in the name of i someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do,you personally.(orih`rouglryour'comisatiy,spouse,siiibling„parent;or child)have relationship witlru�ty officer or cn,ployee of the Town USouthoW? "Relationship”includes bybiood,marriage,br busindiss-interest."13'usile'ss,inter meruts a 1jusiness, including tt-pArtnershiirwhieli the town officer.ur employee-has'even a partial'owttcrshig of(or employ pm,by,),a-corporation• irivrhich'tltc toivri'iiflicer'orcmliloyee:owns,morcthan5%ofthe4shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. ; Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. -- ---- - - - --- - DESCRIPTION OF RELATIONSHIP • Submitted this day �20 _ Signature - Print Name ,qv;J �5' ►�i '�, Form TS 1 •APPLICANT/AdENTMEPRESENTATIVE TRANSACTIONAL.DISCL®SURF,,FORM he W iT of Sniithold c Code of t Ihics oroliibits'conitiets of inti-A on tha-art of town oflieerc ilia emniovons The oumotc of i' ifs ki f =s to i`v d information whichcan a t wn of n b e s o st rt n1(njv it to take 4whntever action{s ?ns:aessarv4na i� ; YOU vNAME (� na•t� � Ld�- (Last naia ,Fust name,.nt�e htittiti,unidss you are applying in the name of someone else or other entity,such as acompany.4f so,indicate the other person's or company's mine.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zane' Coastal Erosion Approval of plat Mooring Exemption from plat or official map, Planning --- Other (If"Other",name the activity.) IJo•you persririallp(o{tliroiigfi your company,'spouse,sibling,parent,or child)have a retationittip with any Officer or eriiployee ' i, of tbe-fown gfSoWioid?•"Relationship"9ncladcs by blood;nttCrriagc,or business intaiest."Business interest"•means a business,, inchiding a yartnership',in tvhich.ttie'tow iloffiecr of employee has even a partial ownctship of(or employment by)i corporation !, - in'which'the t6t6n a'fTiccr or employee owns more than 5%oftho shtues. YES 140 If you aniwered"YES",•complete the balance of this form and date and sign where indicated, v Name orpeison employed by the Town of Southold, Title or position of that person 0 cflb the relationship between youiself(the applicant/agent/repnxentative)and the town officer or employee.Either check ttte approptiatc-lme A)'tbrough A)aiid/or-desctgbe in the space pioAded. The town officer or employee or or her sponse,sibiing,'parent,or child is,(check all that apply): A)the owner of tvater.tliart:59®of thu shares of the corl-ate stock of the applicant ; (who"the'applictuit is a corporation), B)the legal or'bene6ch owner of any interest in 3 non-corpotate'etitity(whe�h the applicant is not it cc rpoeatlon),, 6 an office,director,patina;or e(hp)aycc tiF rho applicant;or )),the actual applicant. DESCRIPTION or RELATIONSHIP I 200 Subinittad this day of _.,. • `3igti,4ure: + Print Name� i Form TS l t t {f • i t , i - i jE I • f t E TY-2-s APP LICAN T/ACEN T/REEDRESENTATIYL' TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same.I , YOURNAME. V OL`(C4 t'Ij✓l (Last name,first name,middle initial,unless you are applying to the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) •LJl,t jS f Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or.employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title br position of that person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of --� Signature Print Name Va fc&jr Akf - I11 Form TS I f Town of Southold LWRP-CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS L All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. -A proposed action-will -be -evaluated as -to 'i'ts, significant fieant- t ;beriefcial=and,adverse effects'upon tlie.coastal area;(whicli includes all of-Southold Town): 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,,eaeh•answer-.mus$ be explained4n•detail, listing,both,supyortiing and now. supporting1aets. If an action cannot be certified as consistent with the LWRP policy standards and conditions,=it,shall not,be•undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 44 PROJECT NAME The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 - construction;planning activity,agency regulation;land transaction)-- (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: rJV":kV1 l r2 VrA. V� 1��'-V'W► _r ✓_- -- i�e AVID i. .D p, \4 Location of action: 6-74-7s-- _i?-o1.Lk �-t' Ce!/) ✓L 7 _._ Site acreage:_ 3 S, d-34 -- Present land use: Y r a\G(Cn , �OAA . Present zoning classification: 40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: pcqtILA(a) Name of applicant;�. L--O l�� ' (b) Mailing address: I A 10"c Cd e CD m met (c) Telephone number: Area Code 77 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes;0 No U If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST-POLICY. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVW Section M—Policies; Page 2 for evaluation criteria. T q Yes ❑ No Not Applicable Att &additi6rial sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town 'of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No ❑ Not Applicable Attach additional-sheets if necessary - - Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ' F 0 Yes Q No [Z Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Se ti n III—Policies Pages 8 through 16 for evaluation criteria , Yes C] No ❑ Not Applicable ish-- i P _ - -Mo,/e , - - Yd Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria Eu Yes.E No El Not Applicable Attach additional sheets if necessary -- -- - Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—PoIicies; Pages 22 through 32 for evaluation criteria. ,❑, F!. U Yes No Not Applicable Attach additional sheets if necessary 4 Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ., y 0 Yes .�i No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and waste . See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ' Yes `0'No Not Applicable i PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. •a YeO No IyNot Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes Q No ENot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes .0 No Not Applicable s Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for eva ation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; P ges 65 through 68 for evaluation criteria. Elves--F] No Not Applicable PREPARED BY �� ITLE DATE GENERAL CONDITIONS UNLE55 OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE 51ZE INSTALLED AS PER SECTION Ro{05.2 -JOINTS PENETRATIONS AND ALL MINIMUM ME51ON DEAD LOADS* AS PER ASCE 7-05 SITE DRAINAGE CALCULATIONS CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) (DW-U ROOF AREA I. RUNOFF FACTOR=1.0 OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. 981 SQ.FT. x 2" N Y ;„ CEILINGS = 163.5 GU FT 7, •.7 NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG 12 6805( �' ^,r;ao r�'c;otvr4ttL GYPSUM BOARD (1/2-in.) 7.0 USE 8'0 x 4' DEEP DRAIN RING = 169 GU.FT. �� �4 It " -- - - - - - ` " ` ' P C. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO ✓ THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC GYPSUM BOARD3.0,3_ t�I/� G f'-� �I REASONABLY GLEAN AT ALL TIMES. (DW-2) ROOF AREA 2: RUNOFF FACTOR= ?_ LONO O I SLAN1� . 3 6 : = TODD p►COWIELL II FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN 5U5PENDED STEEL CHANNEL 5Y5TEM 2.0 650 50,FT. X .211 �' I MAY 2018 r AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY =108.3 GU FT y Q CONTRACTOR SHALL REMOVE ALL G O V E R I N G S, ROOF, AND WALL 12 �Jc•` �� SOUND 1200 Veterans Memorial Highway IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5 CLEARANCE FROM USE 8'� x 4' DEEP DRAIN RING = 169 GU.FT. '�' '> Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT SHINGLES 2.0 m ,�;TiE "'`` Hauppauge,NY11738 ETC., GLEAN GLASS AND LEAVE WORK 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-1n. 2.0 (DW-3) ROOF AREA 3: RUNOFF FACTOR=1.0 ° `'" 'j x�- ''"� BROOM GLEAN UNLESS OTHERWISE 4" NON COMBU5TIBLE FIRE 5TOPPING ROOFING IS TO BE APPLIED IN STRICT 613 SOFT, X 2" `�4 /'�� P{631) ' SPECIFIED. THE CONTRACTOR SHALL PLYWOOD (per 1/2-Ind I.6 =102.2 GU FT o\ �`��9 BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: 12 _ F{631)650-6667 CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, 1/2-in. 0.75 O ���` C(516)'658-0325 USE 8 0 x 4 DEEP DRAIN RING = 169 GUPT. AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY 5HEE7 WATERPROOFING MEMBRANE 0.7 ` C� �'`►r--ZZ� ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. O 5: O �' - M•H!N•M APPROVED BY LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL PRIOR TO BITUMINOUS, SMOOTH SURFACE 15 I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' 0` BOARD OF TRUSTEES CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: ABOVE AVERAGE GROUND WATER ELEVATION. { FLOOD ZONE GUARANTEE HIS WORK AND THE WORK 5.5.0. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOOR 5 AND FLOOR F N 15 H E 5 2• BOTTOM OF DRYWELL TO HAVE MINIMUM 6' y 1/E 16 ` "�- OF H15 SUBCONTRACTORS FOR A PROVIDE A 10 FT. ` TOWN OF SOUTHOLD �r . CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PENETRATION INTO RATEABLE MATERIAL. NON-TURF BUFFER ALONE 108 PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION CERAMIC OR QUARRY TILE (3/4-inJ 16 0 3. DRYWELLS MUST HAVE A MINIMUM OF 3' OF EXISTING SEAWALL STEPS $ COMPLETION OF THE PROJECT UNLE55 ON 1/2-in. MORTAR BED PERMIABLE MATERIAL AROUND THE STRUCTURE. DATE OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. �Nc FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/-1-in. 4.0 AW,gLL SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE -�_ o�c ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 �_ KJ ,;`< gt- EQUAL FOIL TO BE PLACED TOWARD CAN BE DETERMINED. Gt' �� r " c PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, SUBFLOORING 3/4-in. 3O ` i=Lp�_ SOUL WARM SIDE. PROVIDE 11/2 RIGID -MANUFACTURER MANUALS FOR ALL THIS PROJECT COMPLIES WITH THE 2015 �� op Zp R� INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE �L• Ng L1 pf --r AND THEIR FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS, WOOD JOIST (no taster) 12-in. 16-In. INTERNATIONAL RESIDENTIAL CODE, 2ND PRINT, AS _ \ �? OWNER, ARGHITEGT, RESIDENTIAL GODS OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER p ADOPTED BY NEW YORK STATE, AND THE 2016 -� - - - STATE, TO OUT OFF ALL CONGEALED JOIST SIZES (In.) O.G. O.C.AGENTS AND EMPLOYEES FROM AND COASTAL EROSION HAZARD_LINE= ?� AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE 2x6 6 5 NEW YORK STATE SUPPLEMENT ` �y.� � � v OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). NO WELL5 WITHIN 100 FEET FLOOD ZONE O BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 6 6 ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN ` ZONE x �„ O FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR 2x10 7 6 ENERGY EFFICIENCY CODE, THE PROJECT SANITARY TO BE INSTALLED ` o ` O it(1 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. 2x12 8 7 COMPLIANCE METHOD CHOSEN 15 TOTAL PER 5.0.D.O.H. WRITTEN % 113 m SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR UA-ALTERNATIVE AND A RESCHECK HAS BEEN REGULATIONS d APPROVAL TO BE INSTALLED AS PER SECTION FRAME PARTITIONS EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL 8308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: KSUBMITTED WITH THESE DRAWINGS. BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIRE WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH 51DES 8.0 N.Y.S. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED 0 O OR DEATH OR TO INJURY TO OR (BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING FRAME WALLS CLEARING TO CON515T OF DESTRUCTION OF TANGIBLE PROPERTY (EXCEEDING 10 FEET. GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: TO THE BEST OF MY KNOWLEDGE, BELIEF AND REMOVAL OF ALL 5HRU55 (OTHER THAN THE WORK ITSELF INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED PROFESSIONAL JUDGEMENT, THESE PLANS AND DEBRIS TO ALLOW FOR J INCLUDING THE LOSS OR USE PLUMBING 2x4 @ 16-in., 5/8-in. GYPSUM, II.O AND/OR SPECIFICATIONS ARE IN COMPLIANCE NEW CONSTRUCTION. CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING A z RESULTING THERE FROM). (B) IS SLIDING GLASS DOORS SKYLIGHTS MUST BE INSULATED TO R-4. INSULATED, 3/8-in. SIDING W/ THE 2015 IEGG, 2ND PRINTING AS ADOPTED BY ` Z CAUSED IN WHOLE OR IN PART BY ANY 'SUPPLY AND SANITARY SYSTEM A5 NYS AND THE 2016 NYS ENERGY CODE ADJACENT z INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 2x6 � 16-in., 5/8-in. GYPSUM, ` ` RESIDENCE v Z NEGLIGENT ACT OR OMISSION OF THE CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED, 3/8-in. SIDING 12.0 SUPPLEMENT CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED ,��,,,, ,,,e, ,` (IMPROVED) 3 ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 ` ORSI�T� ON PUBLIC WATER � wCl���� ° GLEANOUTS AT ALL GRANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUSTSK W EMPLOYED BY ANY OF THEM, OR STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR THIS PROJECT COMPLIES WITH THE INTERNATIONAL ,`°N`°"' "°°'t o Qo,xz ANYONE FOR WHOSE ACTS ANY OF (DIRECTION AND AT BASE OF 2 ADJACENT ` FROM SETBACK _ w�, ° v o 0 MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON PLASTER, ADD 5 ib/ft FOR EACH FACE PLASTERED. VALUES MECHANICAL GODS CHAPTER 12 THROUGH 24 FROM G.E.H.L. • Q*�D����a►- THEM MAY BE LIABLE REGARDLESS 'VERTICAL WASTES. USE 4" CAST IRON GIVEN REPRESENT AVERAGES. IN 50ME GASES THERE 15 A THE INTERNATIONAL PLUMBING CODE, CHAPTER __ RESIDENCE - - 'THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. 25 THROUGH 32, THE INTERNATIONAL ELEGTRIG �N�R01fEDj-- - - °o_ � Q ° OF WHETHER OR NOT IT IS CAUSED IN SEALED AS PER 2015 IEGG PART BY A PARTY INDEMNIFIED (MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: CODE, CHAPTER 33 THROUGH 42. ON PUBLIC WATER j D3 ( `r_''" �' k 0 w o= m HEREUNDER. ALL MATERIALS, ,SIZES FOR FIXTURES SHALL BE AS 2016 EGG OF NEW YORK STATE: ; } \ 22a � u�z PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND 4 z ASSEMBLIES, AND METHOD OF (FOLLOWS: R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE '-*-' w v z o ~ W WINDOWS WITHIN A 6 OF AN EXTERIOR CONNECTIONS MUST BE SECURELY \ v z o CONSTRUCTION INCLUDING BUT NOT DISH WASHER I I/2° SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN oZ��' uw w� aL `. % % COVEN DECK WI Q-2$ N N U LIMITED TO FORM-WORK (KITCHEN SINK 1 1/2 THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE Jz W 0 TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), °,LONYADP'E Y� i N o o w o BLOCK-WORK FRAMING NAILING (LAVATORY I I/4" BUILDING. ► PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR $ V F- PLACING OF CONCRETE, ETC. ARE TO SHOWER 2 ,STOW w�'z�Q w o�F BE CAREFULLY SUPERVISED BY THE TOILET 3" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT R402.2.4: ATTIC, OR CRAWL SPACE ACCESS - SHALL BE -� � P ro.o ,p„ Q_JQ a TM ° 15 TO BE FREE OF SCRATCHES AND PERMITTED. 1 �o o' w° o o ' CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO r I �� ; w w o z 9 o o�o w IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED I ` , I I WOdA4J.ON�METAW �N-ui i z IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4 THE INSULATION ON THE SURROUNDING SURFACES. ` :o \ �� ONSWBYVGABI.ETIEDONfq zo>> v �i THE MANUFACTURER FOR A PERIOD OF AND LOGKI NG-TYPE LONGITUDINAL ` `'; BMW °rz ° uwi a Q w w APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST SPEGIFIGATIONS, ORIGINALLY NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS W_2 � v m w °z 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE { \ ` q Opp I`3-. wQ -139 AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLE55 (NDIGATED OPERATING AT LESS THAN 2 W. \ I \ ' �, �` i '� w v'w w a Q 9 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER ` SANITARY SYSTEM FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. - \ i U, (500 PA.) HOUR. II JJ � , ' o TEs -' �o>�=o��o�~ � SPECIFICATIONS WILL NOT BE DRAIN DRAIN-COCKS. THE WATER f I I `• ` w w a$ w- -DUCTS SHALL BE SUPPORTED EVERY SOIL STOCK Ho �i a~'�Z m v ►�o PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL , EL. t I u °o u 10 FEET OR IN ACCORDANCE WITH THE PILE AREA \ ✓ LP Q O AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING ` - , , ,, , z iso i �' zo MANUFACTURERS INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN AGGORDANGE WITH ��' �`� O 3 vw fi= zo- Z THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF Lp3 OX u m w PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY ,'�`�-��P ' �' RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A DY`i� `, \ l O ``p•'-�4' �� Q Q w Q u w DRAWINGS WHICH MAY BE NEEDED. (REGULATIONS. APPROVAL OF ALL CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL . ,,_, y �3 r CONVENIENCE OF THE PAINTING VAPOR RETARDER. COMPONENTS AND VERIFY COMPLIANCE. �. O _,��X' Q Q N o Q�o S p ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM ` i Pp ;-l-�EX•' \ CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED I N THE ARE TO BE FIELD VERIFIED. ,APPROPRIATE LOCAL AUTHORITIES CONTRACTOR TO REMOVE PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT' SHALL BE REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 3 ACH50 IN G,Z4A, 5, AGA. \ \ ` �10 cv O ►U IU tU l� RELOCATE AS REQUIRED ALL ORDERING CONTRACTOR SHALL - 4 IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND W pa EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. \ WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED ' IA� THAT THE OWNER CHANGES, THE 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING DY -2 / I �p �-C ` W } CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. f �. SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND f i UTILE + LOT AREA: z pC STAKEOUT 15 TO BE PERFORMED BY A ACCEPTABLE. ONE THERMOSTAT CAPABLE OF i 38,434 BQ.FT. ` Q = SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE ; / r POLE , �''p� .882 ACRE5 LICENSED SURVEYOR. STAKING AND � � / ; c \ � V LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES WALLS SPACE TEMPERATURE SET POINT OF % a ` «n 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER ` 0 0 v 4 AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. ' \ ` � dJ W .d DATA ON DRAWINGS. IN CASE OF HVAC ONE GOAT WOOD FILLER OR STAIN ABANDONED ` \ `--CLEARING LIMITS ` Z SYSTEM TO BE DESIGNED BY OTHERS. WELL 13636 SOFT. W y W W DISCREPANCY, RECEIVE AND TWO GOATS MCKLUSKY S ELECTRIC SYSTEMS: R403.5.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO ` N O Q O IU PROVIDE PROPER SUPPLY TO ALL � Z Z Z CLARIFICATION FROM ARCHITECT EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. ` .� ' O d- Q X ROOMS $ CONFORM WITH ALL STATE • W Q < PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE ANDONED O T_ T_ _ AND LOCAL CODES. NELL � ; v IU v v AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN L �:'� Z z ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. ` �` z p Z Z GONSTRUGTION OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED .A ` ';, � ENTRANCE \OQ\ �Q7} � UJ --I W W AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMSUSTABLE 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR •� 0.0 -1 EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS \ /',� / 0,5, p v O O JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED ` ` /' "y l CV EXISTING BACK FILL MATERIAL AND ` Z v v W W O TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING �\, 6k o�j�J 0 O �� 11 W Z TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >105OF OR <55-F, INSULATE TO R-5 MIN. 'G,'` �. cQ 0 r t- t- ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT $ CONSTRUCTION PROVISIONS OF THE UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING CODE OF NEW YORK STATE, R405.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE �\ O <t m SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF \�`O P '� Cl p m p PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR IS TO PROVIDE 5TATE OR THE NEW YORK CITY IRC./IMG. GL�L' FEET OF THE BUILDING. PROPER 5UB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER I I APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THAN PLOT ELAN _ # BEFORE COVERING ANY EXCAVATED E3E COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: o.ol X GFA + 7.5 X (# OF BEDROOMS + 1) U) 't In ri w WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL *GFA = CONDITIONED FLOOR AREA SCALE: 1" = 50'-O" tX STUD WALLS A71/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET 8403.7: EQUIPMENT 51ZINO - PER ALGA MANUEL S, BASED ON ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER ALGA MANUEL J. //�� DUR-O-WALL REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL GODS. INTEGRAL HEAT TRAP OR IS PART OF ZON I Nl=/ I N�ORMAT I ON V THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. o SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTAR404LLED : LIGHTING - A MINIMUM OF OH OF PERMANENTLY PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANGY LAMPS. Z PUTTY, AND SIX PARTS SAND, OR ONE ALL GAAP PLATES TO BE DOUBLED AND 1/2" ON CEILINGS UNLESS LOW-VOLTAGE LIGHTING EXEMPT TO1�lN O SOUTOL.D O b- PART MASONRY GEMENT AND THREE A NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: 5ECTION: 44 BLOCK: 02 LOT(5): 05 PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER . CORNERS. WHERE FLUSH FRAMING AND EDGES SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. ^ O \ CONCRETE OCCURS, USE MIN. 160A SHEET METAL RECEIVE THREE GOATS OF JOINT ZONE: R-40 REQUIRED PROPOSED �] I- NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: LOT AREA 40,000 SG2.FT. 38,434 5Q.FT. Q Z TEMPERATURES OF 40 DEGREES F. IBE MINIMUM 5/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS TABLE 1 : MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES FRONTAGE 150 FT. 100.18 FT. AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS INSULATION THICKNESS IN INCHES BY PIPE SIZES ( I- BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO FRONT YARD 50 FT. 148..15 FT. HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTB ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" REAR YARD 50 FT. 151.08 FT. U I z O WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ELEGTRIGAL 170-180 0.5 1.0 1.5 2.0 51DE YARD (MIN) 15 FT. 15.0 FT. 0 � O OL MIN. 3,500 P.S.I. AT 28 DAYS $ 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: 140-160 0.5 0.5 1.0 1.5 SIDE YARD (AGO) 55 FT. 3-7.04 FT. {� Z PSI FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO 100-130 0.5 0.5 0.5 1.0 BUILDING HEIGHT 55 FT./ 2 STY. 34.33 FT. OL O SLEEVES AND FOUNDATION VENTS AS NOTE: ALL NON-ENGINEERED LUMBER STATE, LOCAL, AND UTILITY COMPANY THE START OF WORK. REQUIRED BY NYS CODE. UNLESS CODES AND REGULATIONS. ALL LOT COVERAGE 20 S.,Q 9b 1-- ul TO BE DOUGLAS FIR #2 OR BETTER ul INDICATED, ALL FOUNDATION CIRCUITS SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES U FOOTINGS ARE TO BE A MIN. 8 DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD 4 SHELF, ALL LINEN NOTE: Iv z PROJECTING 6" ON EACH SIDE OF THE FOUNDATIONS CHAPTER 4 DESIGN AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE CLIMATIG AND GEOGRAPHIC DESIGN CRITERIA In FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD TYPES RANGE (F) 2" RUNOUTs I" AND LESS 1.25" TO 2" 2.5" TO 4" DEFORMED BARS CONTINUOUS IN THE BEARING VALUES OF SANDY GRAVEL FLOOR UNLE55 OTHERWISE INDICATED. TABLE R301.2(I) INTERNATIONAL RESIDENTIAL CODEOL FOOTING. ALL 4" THICK CONCRETE AND/OR GRAVEL AT 2000 LBS PER ALL SWITCHED TO BE LOCATED 36" 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS p SLABS TO HAVE 6X6 10/10 WELDED SQUARE FOOT. CONTRACTOR TO ABOVE THE FINISHED FLOOR UNLESS TO SELECT LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIND DESIGN SUBJECT TO DAMAGE 07HERW 15E I ND I GATED. SUPPLY FROM WIRE REINFORCING. ANCHOR BOLTS IN CONSULT ENGINEER IF DIFFERENT LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 GROUND SPEED TOPOG SPECIAL WIND SEISMIC O W CONCRETE SHALL BE HOOKED 5/8" X SOIL MATERIALS ARE FOUND UPON RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND SNOW (MPH) RAPHIG WIND BORN DESIGN " FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER STEAM CONDENSATE WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN U) 12 AT MAX. 3 O.G. PROVIDE BITUMEN LOAD EFFECTS REGION DEBRIS CATEGORY p t_ O EXCAVATION OR TEST HOLE, FOR m a DEPTH DESIGN BARRIER HAZARDS 9 FREEZING ANNUAL Z EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY I.O I.O 1.5 2.0 +� ZONE F F b TEMP REQUIRED INDEX TEMP � - 0 Z A� TERNATIVE FOOTING AND COOLING SYSTEMS AND FOUNDATION WALLS. FOUNDATION WALL DESIGN THIS PROJECT COMPLIES WITH: 20 130vult NO No I MILE B BOF 3 FT MOD TO FEMA O Q z 1201& NEW YORK STATE UNIFORM CODE 5. FIN15HES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 - - - FROM - SE�/ERE BFO HEAVY SEE YES FLOOD `� 51 U.j z BY OWNER AND BRINE 1 120-200 1 05 1 1.0 1 1.0 1.5 COAST 5ELOH PMAP ANEL# m O 6 0) p TABLE 8602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS TABLE 8602.3(1) TABLE 8602.50) FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED BEARING WALLS NON-BEARING WALLS NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ebG SPACING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER apc INTERMEDIATE MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN EDGES ��UPPORTS -A MAXIMUM SPACING WHEN LATERALLY LATERALLY = , ° -7111 ROOF STUD SIZE LATERALLY WHEN SUPPORTING A 5UPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, (INCHES (INCHES) SUPPORTING TWO UNSUPPORTED UNSUPPORTED ;TODD a 1 C o N N E I_L 4-ad BOX(2 J"X0.113")OR WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING 9 SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT a a c i r e r, ? P. c. BLOCKING BETWEEN CEILING J015TS OR RAFTERS 3-8d COMMON(2 y2"X0.131");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY EM A HABITABLE ASSEMBLY EM A HABITABLE HEIGHT is (INGHE5) g (FEET) g (FEET) f 1 TO TOP PLATE 3-1od BOX(2 Y2"XO.12a");OR ASSEMBLY, ONLY (INGHE5) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INGHE5) 3-3'X0.131" NAILS „ _ 6d COMMON(2"X0.113")NAIL(SUBFLOOR,WALL) 6 12f a 30 /D Y2" ad COMMON(2 y2"X0.131")NAIL(ROOF) TODD O C ELL,AIA 4-ad BOX(2 �"X0.1139 OR31 1 2, _ 1.. ad COMMON NAIL(2 Y2"X0.131") 6 12f 1200 Veterans Memorial Highway 2 CEILING JOISTS TO TOP PLATE 3-ad COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL Suite 120 3-I0d BOX(2 Y2"X0.125'9;OR IOd COMMON(3"X0.148")NAIL;OR Hauppauge,NY 11758 3-3"X0.131" NAILS 32 1 yg" - I Y4" 8d(2 Y2"X0.131") DEFORMED NAIL 6 12 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX(3"XO.113") OR OTHER WALL SHEATHING LAPS OVER PARTITIONS[see Sections R8O2.3.1 ,RSO2.3.2 3-I6d COMMON(3 Y2"X0.162");OR I 2' GALVANIZED ROOFING NAIL, b HEAD 631)650-6667 3 FACE NAIL 1,1/2" 5TR ICTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16go., 3 6 F(631)65{)-6667 and Table 8502.5.1 (101 4-3"X0.131"NAILS 33 SHEATHING I Y" LON6 C(516)658-0325 I 4 GALVANIZED ROOFING NAIL, Jf." HEAD L 295/ss"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib a 3 CEILING TABLE RaO251(1)JOIST ATTACHED TO PARALLEL RAFTER . . 34 SHEATHING 2X4 10 244 164 -- 24 10 16 " 4 (HEEL JOINT), FACE NAIL I y" LONG `k iA [see Sections 8502.3.1 ,R502.3.2 and Table 8802.5.1 001 d I Y2" GALVANIZED ROOFING NAIL;STAPLE 2X6 10 24 24 I6 24 20 24 35 Y2" 6YP5UM SHEATHING GALVANIZED, I Y2"LONG;I Y4" SCREWS, ? '7 4-I0d BOX(3"X0.125") OR ITYPE W OR 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1 Y4" X 2090- 3-Iod COMMON(3 Y2"X0.148"9;OR d I %"GALVANIZED ROOFING NAIL;STAPLE FOR SI: I INCH = 25.4 mm, I FOOT = 304.5mm 5 FACE NAIL EACH RAFTER 36 5/e"GYPSUM SHEATHING GALVANIZED,1 3/8" SCREWS,TYPE W OR s a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS WOOD STRUSTRURL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 51DE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED �'"� { ...� WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3-I6d BOX NAILS(3 "X0.135") OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"X0.120")NAIL;OR AND I TOE NAIL ON OPPOSITE 51 °/a' AND LESS 5d COMMON(2Y2"X0.131")NAIL 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS 3-IOd COMMON NAILS(3"X0.148");OR � ,t- - ,7'e :•.'^ 6 RAFTER OR ROOF TRU55 TO PLATE 4-I0d BOX 0"x0.125");OR SIDE OF EACH RAFTER OR 301 Y - 1 G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 4-3"x0.131"NAILS TOSS I ad COMMON(2"x0.131")NAIL;OR 6 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. e ad DEFORMED(2)2'X0.120)NAIL 4 O [L 4-I6d(3 �"X0.1359 OR Iod COMMON(3"X0.148") NAIL;OR 3-I0d COMMON(3"X0.148");OR TOE NAIL 3`i I Ya° - I Y4" Sd DEFORMED(2 y2"X0.120")NAIL b 12 TABLE 8602.10.4- BRAG I NG METHODS 4-Iod BOX(3"X0.128");OR ~ 4-3"X0.131"NAILS FOR 51: 1 Inch = 25.4 mm, I foot = 304b mm, I MILE PER HOUR = 0.441 m/s;I "I = 6.895 MPa CONNECTION CRITERIA ®� s ? ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR METHODS, MATERIAL MINIMUM THIGKESS FIGURE a C. ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM 3-16d BOX(3 kX0.155,9 ORFASTENERS SPACING 2-1(d COMMON(3 Y2"X0.162");OR TOE NAIL e. NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 K51 FOR SHANK DIAMETER OF 0.I12 INCH(god 3-Iod BOX(3"X0.128");OR COMMON NAIL),110 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.I?i INCH,AND 100 KSI FOR SHANK EXTERIOR SHEATHING PER 6" EDGES 12" FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 3-3"x0.131' NAILS DIAMETERS OF 0.142 INCH OR LE55. TABLE 8602.3(3) GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE WALL b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM-1/16-INCH ON DIAMETER GROWN WIDTH. 05-1^1510 3/511 REQUIREMENTS OF THE LARGE MI551LE TEST OF ASTM E la'l(o AND ASTM E 1886 AS I6d COMMON(3 Y2"X0.162") 24"O.G.FAGS NAIL c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INGHE5 OR GREATER. CONTINUOUSLY SHEATHED d. FOUR-FOOT BY a-FOOT OR 4-FOOT BY 14-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR m 5 STUD TO STUD(NOT AT BRACED WALL PANELS) Iod(3"X0.128");OR e.SPACING OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE 8602.3(2). VARIES BY FASTENER 3"X0.131")NAILS 16"O.G.FACE NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO O - TABLE 8602.3(I)or 8602.3(2) STAND R D DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, STANDARD OR AN5/DASMA 115. (SEE TABLE BELOW) N I6d BOX(3 Y2"X0.135");OR NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 45 INCH EXCEPTION: STUD TO STUD AND ABUTTING STUDS AT INTERSEGTIING WALL 3"X BOX NAILS 12" O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND&ABLE END WALL5;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. In q 9.GYPSUM SHEATHING SHALL CONFORM TO A5TM G 1316 AND SHALL BE INSTALLED IN ACCORDANCE WITH eA 253.FIBERBOARD SHEATHING UJ GS-6bc WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN x/16 INCH AND A # CORNERS(AT BRACED WALL PANELS) I6d COMMON(3 Y2"X0.162") 16" O.G.FACE NAIL SHALL CONFORM TO A5TM G 208. CONTINUOUSLY SHEATHED SPAN OF NOT MORE THAN 5 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. Z h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED 3 n SEE METHOD G5-WSP SEE METHOD G5-WSP < I6d COMMON(3 Y2"X0.162") 16"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES WOOD STRUCTURAL PANEL �8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE E- Z ADJACENT TO GARAGE _► 10 BUILT-UP HEADER(2"TO 2"HEADER WITH Y2" SPACES) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE I6d BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL THE FRAMING MEM3ER5 NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THI5 CODE. FLOOR PERIMETER SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. < O 5-Sd BOX(2 Y2"X0.113");OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS w WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO /- II CONTINUOUS HEADER TO STUD 4-ad COMMON(2 y2"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON N RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH v Z 4-I0d BOX(3"x0.125" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. N EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT 7) GS-PF SEE 5ECT10N R602.10.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE I6d COMMON(3 Y2"XO.162") Ib"O.G.FACE NAIL 0 CONTINUOUSLY SHEATHED 7 " 0 3 TABLE 8802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR �- w Q � o Z PORTAL FRAME 6 ip Q J 12 TOP PLATE TO TOP PLATE Iod Box(3"x0.128");OR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATE ()-I 3"x0.131")NAILS a.bc,d,e,f.a.h z DESIGN WIND SPEED, IS 180 MPH OR LESS. a F o 0 0 12" O.G.FADE NAIL FROM WIND (ASD) (POUNDS PER CONNECTION) 13 �a F 5-I6d COMMON(3�"X0.162"9;OR EXF05URE B v 1 Y2" longX 0.12 dia. d tL H w")-R'V w DOUBLE TOP PLATE SPLICE FOR 5DG's A-D WITH SEISMIC 12-I6d BOX(3 Y2"X0.135");OR TABLE R501.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING ' o m x 3 0 BRACED WALL LINE SPACING(25' 2 12-I0d BOX 0"X0.125");OR FACE NAIL ON EACH SIDE OF ULTIMATE DESIGN WIND SPEED Nult (mph) I/ ii 25 (for thick sheathing) O JJ F O } 12-3"X0.131"NAILS END JOINT(MINIMUM 24"LAP p d y2 Or �32 for i /4" long X 0-12 dia. N F J O 4 IY SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN G5-5FB ii (for 2562'thick sheathin ) 3" EDGES b" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS F Q o a= [p 13 END JOINT) TRUSS SPACING (FEET) 130 m h 140 m h CONTINUOUSLY SHEATHED maximum 16 VNZ�yIL"D p p galvanized roofing nabs or 5 common FASTENER SPAG II NG � V F-Q z u_,n�� D DOUBLE TOP PLATE SPLICE 500's D ,D ,ORD AN',D STRUCTURAL FIBERBOARD Stud s aCin (2 Y2" long X 0.131"dia.)nulls U o V D Q O z Q 0 LU 0 1 .2; 12-I6d (3 Y�'X0.135") ROOF PITCH ROOF PITCH p g FASTENER TYPE 4 FOOT 6 FOOT o 0 v� J M BRACED WALL LINE SPACING?25' 0 Z_ <5:12 >5:12 <5:12 >5:12 PANEL SPAN < PANEL SPAN < PANEL SPAN ' =N o o w o v I6d COMMON(3 y2"XO.162") 16"O.G. FACE NAIL 12 015 88 122 113 FOR Sl: I INCH = 25.4 mm, I FOOT = 304.Smm, I degree = 0.0175 rad, I pound per square foot=47.5 N/m', 1 mile per hour = 0.447 m/5. 4 FOOT <_6 FOOT <_8 FOOT }4 N► z o m 4 18 122 112 157 146 0 14 BOTTOM PLATE TO JOINT,RIM J015T,BAND JOIST OR I6d BOX(3);'X0.135");OR a. Adhesive attachment of Wall sheathing including Method GB, shall not be permitted In Seismic Design Categories G, Do, DI and D2. NO. 8 WOOD SCREW <w o Q T o°F QJ Q� =Z BLOCKING(NOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL 24 141 137 Iq2 178 b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall BASED ANCHOR WITH 2 z 0 o o o 3"X0.131") NAILS J 28 167 153 216 200 16 I O 8 Q v w F 12 O.G. of the garage.. In Seismic Design Categories Do, D1, and D2 roof covering dead load shall not exceed 3 psf. 3-I66 BOX(3 Y2"XO-135");OR 3 EACH Ib"O.G.FACE NAIL 32 185 170 240 222 INCH EMBEDMENT LENGTH N BOTTOM PLATE TO JOINT,RIM J015T,BAND JOIST OR 2-I6d COMMON(3 y2"X0.162'7;OR 2 EACH 16" O.G.FACE NAIL 36 203 186 264 244 C. Garage openings adjacent to a Method C5-0 panel Shall be provided with a header in accordance with Table R602.5 (1). A full 15 BLOCKING(AT BRACED WALL PANELS) 4-3"XO.131" NAILS 4 EACH I6"O.G.FACE NAIL 42 230 211 300 278 height clear opening Shall not be permitted to a Method 05-0 panel. NO. IO WOOD SCREW ~ W o 'z o w d. Method G5-5FB does nota I In Seismic Desl n Gate oriel D , D , D . d)o 0 o z� 4-16 BOX(2 "x0.113");OR 48 258 236 336 511 e. Method applies to detached one and two-family dwellings in Seismic Des( n Gate oriel D throw h D onl BASED ANCHOR WITH 2 16 12 Ci ,� w Q 6 INCH EMBEDMENT LENGTH v u� w v��_ 12 126 117 162 150 pp y 9 y 9 o y 2 y• � m l� 3-I6d BOX(3 (X Y2"XO);OR 18 162 149 2001 1114 o>w w o° u Q 4-ad COMMON(2 y2"X0.131");OR TOE NAIL ���_� u1-N Ib TOP OR$OTTOM PLATE TO STUD 4-3" X 0.151 NA4-106 Box ILS OR 24 1115 182 255 237 F W f--IL 9 In V V-2 t 28 222 203 287 266 Y4 INCH LAG SCREW N v N O O J o i--O I6 O.G. 32 246 226 319 2015 TABLE 8602.1 O.5 BASED ANCHOR WITH 2 I6 16 I6 z H 0 0 V}��' `V'�o � 3-I6d BOX(3 �"X0.135");OR s V 111 Q' N x O- 2-I6d COMMON(3 y2"X0.162");OR END NAIL 36 270 247 351 325 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH 3-Iod BOX(3"x0.128");OR 42 306 281 3019 370 3-3"x0.131"NAILS 48 343 314 447 414 METHOD Q w MINIMUM LENGTH 0<1 (INCHES) CONTRIBUTING r 3 * O 3-IOd BOX(3"X0.125");OR EXPOSURE G ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE IS BASED ON 150 MPH ULTIMATE d Q m o 0 F o o p 1'i TOP PLATES,LAPS AT CORNERS AND INTERSEGTION5 2-I66 COMMON(3 Y2"X0.162");OR OP'ENIN6 HEIGHT (INCHES) DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF 3-3"X0.131' NAILS FACE NAIL (INCHES) 5 FEET 14 FEET 10 FEET II FEET 12 FEET ULTIMATE DESIGN WIND SPEED Nult (mph) HEIGHT. X K � � X cs-wsP <64 24 2i 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING fa 3-ad BOX(2 "xau3'7;OR RAFTER OR ROOF SPAN 130 mph 140 mph 0 0 0 0 fa 2-8d COMMON (2 y2"x0.131");OR TRUSS SPAGIN6 (FEET) ENDS OF THE WOOD STRUCTURAL PANEL. la I"BRACE TO EACH STUD AND PLATE 2-Iod BOX(3"X0.125");OR FACE NAIL ROOF PITCH ROOF PITCH FASTENERS SHALL BE LOCATED NOT LE55 THAN 2 STAPLES 1 s/4' 3-ad Box 2 x0.113 ;OR <5:12 >5:12 <5:12 >5:12 INCH FROM THE EDGE OF THE PANEL. W 2-8d COMMON(2/2'X0.131");OR 12 161 151 Iq5 186 TABLE R50'1.2 G. ANCHORS SHALL PENETRATE THROUGH THE IU 114 I"X b" SHEATHING TO EACH BEARING 2-I0d BOX(3"X0.125");OR FACE NAIL 15 208 115 257 242 z 2 STAPLES, I"CROWN, 16gaj 5/4" LONG DECK LEDIGER CONNECTION TO BAND JOISTob EXTERIOR WALL COVERING WITH AN EMBEDMENT 24 256 231 317 218 3-8d BOX(2 "X0.113");OR 2b 281 261 358 335 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE v v 3-5d COMMON(2 y2"X0.131");OR 12 O.G. 32 321 2qq 3q5 373 - BUILDING FRAME. FASTENERS SHALL BE LOCATED 3-Iod BOX(3"X0.125');OR aRt 3 STAPLES, I"GROWN, 169a.) 5/4"LONG 56 553 321 438 411 CONNECTION D)£TAILS J015T SPAN NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE w 42 402 375 4111 468 6'AND LE55 b' r TO a' aT' TO 10' 10'1 TO 12' 12'1 TO 14' 14'1" TO Ib' Ib'i TO 18' dJ 48 450 420 560 524 ON-CENTER SPACING OF FASTENERS CONCRETE BLOCK OR CONCRETE. - N Z In 20 I"X 5" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I' X 5" FAGS NAIL [l.l z Ua ll) 4-8d BOX(2 �"X0.113'7;OR 12 214 201 263 247 INCH DIAMETER ILAG SCREW cd d. PANELS ATTACHED TO MASONRY OR 30 23 15 15 13 II 10 N Z < Z Z 3-ad COMMON(2 y2"X0.131");OR IS 277 25q 342 322 WITH� INCH MAXIMiUM SHEATHING MASONRY/5TUG60 SHALL BE ATTACHED USING 3-Iod BOX(3"X0.125");OR 4 STAPLES,I"GROWN, Ib o.) s/4"LONG 24 340 318 422 316 INCH DIAMETER I$OIg WITH j INCH 36 36 34 2q 24 21 Iq VIBRATION-RE515TANT ANCHORS HAVING AN UJ FLOOR 9 28 384 355 476 446 MAXIMUM SHEATHIMl6 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS Z 16110.0. 32 427 315 521 496 � INCH DIAMETER 1BOLLT WITH I-INCH 36 36 211 24 21 la I6 Z 4-8d BOX(2 �"X0.113"9;OR MAXIMUM 5HEATHIiNG THAN 1500 POUNDS. J 3-Sd COMMON(2 y2"X0.131");OR 36 461 435 553 547 Z (] Z z 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-ad BOX O X0.125");OR TOE NAIL 42 535 499 664 622 FOR 51: 1 Inch - 255.4 mm, I foot =304.5 mm, I pound per square foot = 0.04?q kPa W U1LU a.Ledgers shall be,flashed In accordance with Section R?03.4 to prevent water From contracting the house band joist. __.I J 3-3"X0.131" NAILS 48 5111 551 745 6117 b.snow load shall snot be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 5d BOX(2 "X0.113") 4"O.C. TOE NAIL c.The tip of the loig screw shall fully extend beyond the inside face of the bond joist. TABLE R3oL7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE W W W W ~ 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 5d COMMON(2 y2"X0.131");OR FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, d.Sheathing shall be, wood structural panel or strucsolidtural sawn lumber PLATE (ROOF APPLICATIONS ALSO) IOd BOX(3"X0.125");OR 6" O.G. TOE NAIL 2 e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. W 3"X0.131"NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.11 N/m , I plf 14.6 N/m Up to 1/2-Inch thicku�ess of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable STRUCTURAL MEMBER ALLOWABLE Z 1 (L Q (Z Z 3-53 BOX F27=75-157;. OR sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 2-8d COMMON(2 y2"X0.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF d) r r r 23 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 3-Iod BOX(3"X0.125");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/150 O d\ (1 2 STAPLES, I"cRowx, 1690.,1 /4" Lox& CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE TABLE 8501.2.1 d WITH NO FINISHED CEILING ATTACHED TO � 6 N N < 5-I6d BOX(3)2'X0.135");OR TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS to N � m � p 24 2"SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON(3 y2"X0.162"9 BLIND AND FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE O - O O 25 2"PLANKS(PLANK $ BEAM-FLOOR E ROOF) 3-I6d BOX(3 Y2'(5 Y2"X");OR AT EACH BEARING,FACE NAIL TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS INTERIOR WALLS AND PARTITIONS H/150 2-I6d COMMON(3 y2"X0.162") HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN6 FLOORS L 360 3-I6d COMMON(3 "x0.162") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING CEILING WITH BRITTLE FINISHES (INCLUDING L/360 l(1 <t m N - > 4-10 BOX(3"X0.125");OR ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER0 2 INCHES" s/4 INCH 2 INGHESb 1 5/a INCHES" PLASTER AND STUCCO) uU- 26 BAND OR RIM JOIST TO J015T 4-3"XO.131" NAILS;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF CEILIN05 WITH FLEXIBLE FINISHES (INCLUDING L/240 4-3"X 14go.STAPLES,4" GROWN OVERHANG OF 24 INCHES. BAND JOIST 5/4 INCH 2 INCHES 2 INGHESb 1 5/a INGHESb GYPSUM BOARD) NAIL EACH EX7ff_R_A_5_I`0_LLON5! d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE 11 20d COMMON(4"X0.1142");OR 32" O.G. AT TOP AND BOTTOM FOR 51: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 5 FEET OF BUILDING a, LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R5o1.2.1(1). a AND STAGGERED I 24" O.G.FACE NAIL AT TOP CORNERS. EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 IOd BOX(3"X0.125");OR b. MAXIMUM 5 INCHES. AND BOTTOM STAGGERED ON v�) 2? BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131"NAILS e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED T D c. FOR ENGINEERED RIM JOISTS,THE:MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES OPPOSITE SIDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS d. THE MINIMUM DISTANCE FROM 1507TOM ROW OF LAO SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2,1(1). AND: 2-20d COMMON(4"XO.lg2");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADSa WITH OTHER H/240 Z 3-Iod BOX(3"X0.125");OR AT EACH SPLICE FORGES. JU BRITTLE FINISHES O 3-3"x0.131"NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120" - 4-I6d BOX(3 �"x0.135");OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL FINISHES. 25 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3 Y2"X0.162");OR AT EACH J015T OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTORS - - 4-IOd BOX(3"x0.128");OR FACE NAIL g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRY VENEER WALLS' L 4-3"X0.131 NAILS SHALL BE PERMITTED. 1-! CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 214 BRIDGING TO JOIST 2-IOd (3"X0.128") EACH END,TOE NAIL h. THE TABULATED FORGES FORA 12-INCH ON CENTER SPACING SHALL BE PERMITTED FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS u 1�- TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL R PERMITTED C O TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS 4 EXCEPT% •0.35 0.55 0.026,1 0.060 "O.008 0.047.% 0.05ci 0.065 , OBTAINED FROM THE TABLE 8301.2(2). MARINE ; b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE 1-] TABLE 8602.3(3) 5 AND THE LENGTH OF THE CANTILEVER. WOOD PANEL WALL SHEATHING FASTENING SCHEDULE ebti 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN O MARINE 4 MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND ROOFS , N WALLS OF INO EOM ADDITIONS OR PATIO STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT(MPH) AS MAX. AS MAX. GONERS, NOT SUPPORTING EDGE OF FORTI THE CONTINUOUS PROPOSED A5 MAX. -V.I.iF. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF V PENETRATION PANEL SPAN (INGHE5) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY -V.I.F. -V.I.F. SIZE GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED ,^ (INCHES) RATING (INCHES O.G.) (INCHES O.G.) B G D L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE O ��L J LU LU bd COMMON 15 24/0 3/01 16 6 12 140 115 110 LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. d COMMON ad COMMON 16 6 12 1"10 140 135 TABLE: 8402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION GODS FOR SANDWICH PANELS USED IN ROOFS OR WALLS OFa�- I.15 24/16 -7/Ib (2.5"x0.131") 24 6 12 140 115 110 SUNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD FOR 51: 1 inch = 2!.A mm, 1 MILE PER HOUR - 0.44-7 m/s INSULATION AND FENESTRATION REOUIREMENT5 BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. z o.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN Ib" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. MAXIMUM GLAZED MINIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. DEFLECTION OF WOO. Q LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 8602.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE e. REFER TO SECTION R703.5.2. c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 U-FACTOR b U-FACTO SHGC bA R.-VALUE R-VALUE R-VALUE 1 R-VALUE R-VALUE ` DEPTH " WALL R-VALUE e SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. WALL-Ib AND PLYWOOD SIDING 16 O.G. SHALL BE USED WIITH STUDS SPACED NOT MORE THAN 16"ON CENTER. 20 OR 10 CONT. OR 10 CONT. OR d) MARINErz 0.35 %"0.55 0.40 '4�{ l 8/13 I� ! 10 / 2FT. i W 13 + 5 h 13 CAVITY / 13 CAVITY t- 15 CONT. OR 15 GOVT. OR z 5 AND 0.32 0.55 NR 411 20 OR 13/17 30 g 10 / 2FT. N z MARINE 4 13 + 5 h Iq CAVITY Iq CAVITY O < Z AS MAX. AS MAX. p- l j F I I I F PROPOSED AS MAX. -V.I.F. _V I F -V I F AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. #ro REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 7 p p CONTINUOUS BEAD F SEALANT 1 tSUL, 0`C8NNLLL a MANUFACTURED THIN-PROFILE VENTED AIR SPACE rat.: a i 'r e c? r.c. EXISTING ATTIC VENTILATION BAFFLE `-I✓ FLOOR ASSEMBLY (FULL WIDTH ATTIC INSULAITON T©E��J C3'CONN , / V R161D AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway PTIONAL Suite 120 ONTINUOUS MINIMAL CAVITY INSULATION ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,,NY 11788 EXPANDING FOAM AT WINDOW PERIMETER XPANDING FOAM AROUND IN THE BUILDING ENVELOPE A CONTINUOUS AIR BARRIER SHALL BE INSTALLED {����� �_���� SECTION • THE PERIMETER OF LOOSELY NTINUOUS BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)650-6667 GUT RI61D INSULATION J OF SEALANT CONTINUOUS AIR BARRIER A 5EALIN6 MATERIAL C(516)658-0325 EILIN6 GYPSUM BOARD --- I" R161D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE AS AIR BARRIER RETROFIT W�I /15 RI6ID�TION NSULATION E RIOR INSULATED SEALED NTINUDUS BEAD y�ALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT �x�9j__ INDOW UNIT AS OF SEALANT a-oosoo Scale=s/4• ■ I'-0" AIR BARRIER ONTINUOUS BEAD CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ArrlG EAVE BAFFLE AND vENT GAP5 IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER CONTINUOUS MINIMAL ACCESS OPENIN65, DROP DOWN STAIRS OR KNEE c WALL DOORS TO UNCONDITIONED ATTICS SPACES Zy EXPANDING FOAM AT NTINUOUS MINIMAL —�(�� 5-0100419e.010-514- ■ I'-0" SHALL BE SEALED �, �,� '1 WINDOW PERIMETER EXPANDING FOAM AT .71���' ,. -r, 1`- WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME ^�/z> r BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE O '-` g •'= CONTINUOUS BEAD " GYPSUM BOARD ANUFAGTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE ' n 1L F SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM , ; f ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED ~'� ONTIINUOUS BEAD EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT : OF ADHESIVE AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER . ONTINUOUS BEAD INDOW UNIT AS �' OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS N5ULATED EXTERIOR THE SPACE BETWEEN WINDOW/DOORJAMBS AND �-L FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL — == SEALED EXPANDING FOAM AT SHEATHING XPANDIN& FOAM SEALANT WINDOW PERIMETER AT PERIMETER t- ONTIN000S BEAD RIM JOIST RIM J0157 SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED (A 2-STUD CORNER WITH Ix4 BACKER OF SEALANT N O CONTINUOUS BEAD RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z # F SEALANT 5-00006 5cale,s/4• ■ I'-0' GESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES S THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE Q f CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFL00R DECKING, OR FLOOR FRAMING CAVITY I- INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH -� D - � NTINUOUS BEAD --� o ONTINUOUS BEAD j OF ADHESIVE THE TOP 51DE OF SHEATHING, OR GONTINUOUS INSULATION OF SEALANT I ONTINUOUS BEAD AIR 5EALM6 AT IW255W LI&ITINS IN ATT1G Z ltl INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND ONTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL Z -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 5-02LA Scale, 5/4' ■ I'-0' PERIMETER FLOOR FRAMING MEMBERS " OF ADHESIVE CRAWL SPACE WALLS -rOUNDATION WALL I NTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, } F o AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS o z a DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE ONGRETE SLAB AS w a v o 0 SHAFTS OPENING TO EXTERIOR OR w F m v v w PENETRATIONS = o AIR BARRIER a SHAFTS / k5D ° UNCONDITIONED SPACE TO BE SEALED `� Q O Q w ° ` —FLOOR ASSEMBLY LOCKING AS REQUIRED � CONTINUOUS BEAD YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR z w z v o N lu SEALANT ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THATz_~N Q ° OF SEALANT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE `�v~Q z ~ UJ a ATTIC INSULATION v aGEILIN6 JOIST �vwv�z CAVITY SPACE pz� �Jw �~ Y NTINUOUS BEAD L BE WEEN ARA E AN - ` ARAOE SEPARATION T G 6 D CONDITIONED _ i 6 AIR SEA w�'3��aoowo W V 1 ! OF SEALANT SPACE F }Q N z 4 w F NTERIOR &YMSUM WALLBOARD AS BARRIER '' RECESSED LIGHT FIXTURES INSTALLED IN THE REGE55ED LIGHT FIXTURES INSTALLED I N THE Q-'~Q a z o 3. 3. REGE55ED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED <0�'w ° CONCEPTUAL AIR SEAL I NO STRATEGY // CONCEPTUAL A I R SEAL I NO STRATEOY // TO THE DRYWALL AIR TIGHT AND IG RATED CONCEPTUAL AIR SEALING STRATEGY LONER NALL SEGTI ON UPPER NALL SECTION AT UPPER FLOOR BAND JOIST PLUMBING AND WIRING BATT INSULATION SHALL BE GUT NEATLY TO FIT '- o o W Z O v AROUND WIRING AND PLUMBING IN EXTERIOR v N w w p 5-02011 scale=s/4 ■ I-0 XPANDIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION �w`�w a a n i -oil u i ii AT PERIMETER v v w ' v rl N O 5-02002 Sca le:3/4 = 1 -O 5-02003 Sca le:3/4 = I -O T-CONPERIM BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL 'o> $o W E Q � SEALANT EXTEND BEHIND PIPING AND WIRING M F E T F m w F wj w RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS v °Q v O M " GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO 5HOWEIRS AND z i w z° RECESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL T v w O a �o- z L LAYERS 2" RI610 INSULATION TUBS SHALL BE INSULATED ow wSEPARATE THEM FROM THESHOWERS AND TUBS �`�� � z`�m �INSTALL I" RI61D INSULATION STALLED DURING FRAMING b<11:1 -Q�Y_ OUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND w zR w Q w ' RAFTERS FROM SEAL BOTH AIR SEALING AT RECES6ED LIOMW IN ATTIC EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR a Q n o a o S p I" RI61D INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND EXPANDING FOAM SEALANT. 5.p2o4o Scale 5/4• ■ 1'-0" VENTILATION CHUTE MAINTAIN EOUAL VENT SPACE HVAC RE615TER HVAC REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RI61D IN5ULATIO NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE 0 3 0 WITH EXPANDING ATTIC INSULATION NALL 5UBFLOOR OR DRYWALL FOAM SEALANT RIOR WALL INSTALL I" RI61D INSULATION SHEATHING CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE W } VERTICALLY TO CONNECT SPRINKLERS SHALL ONLY BE SEALED IN A MANNER INSULATING SHEATHING TO RI61D 'u-_ 5-STUD CORNER WITH RIC710 INSULATION THAT 15 RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE SEALANTS SHALL z FOAM SEAL BOTH JOINT 5-00007 Scab=3/4" ■ 1'-0" NOT BE USED TO FILL VOIDS BETWEEN FIRE < S SPRINKLER COVER PLATES AND WALLS OR v y ONTINUOUS BEAD CEILINGS w < W OF SEALANT - ONTINUOUS BEAD in z 0 � RI61D INSULATION OF SEALANT LU XTERIOR INSULATED " R161D INSULATION Z Q Z Z WALL VIDE BLOCKING AT `—E � X O w XTERIOR INSULATED STUD CAVITY AT SHOWER � Z O O O O WALL AT EXTERIOR WALL • I"EXTERIOR INSULATION SHEATHING A5 ! S AL NOUS BEAD OF i Z Q W Z I RIGID INSULATION A5 ATTIC EAVE BAFFLE GUT I NSTALL INTERIOR SHEATHING MATERIALS R-VALUES PRIOR TO INSTALLATION OF j J AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT f� I PREFAB FIREPLACE UNIT 5-01006 5601e=5/4' ■ I'-0" 5-0100515C.01003/4" ■ I'-0" TUB SURROUND FINISH EMENT BACKERBOARD MATERIAL R-VALUE Q V [Q V V FIRED AGE TUB UNIT z W a W W O TILE SURROUND FINISH I UNIT L BUILDING BOARD 11 z EMENT BAGKERBOARD I • N5TALL I" RI61D INSULATION TUB SURROUND d1 t- r r AT BOTH HORIZONTAL AND NSUI-P'TED PROVIDE BLOGKIN6 AT I BEYOND —` GYPSUM WALL BOARD O/2") 0.45 O 4 m �LI VERTICAL POSITIONS NSULATED EXTERIOR EXTERIOR STUD CAVITY AT TUB DRAINAGE PLA - + " STUD WALL STUD WALL GYPSUM WALL BOARD (5/g") 0.5625 j N N m 0 (LEAVE GAP FOR EXPANDING FOAM) THIN PROFILE WALL SHEATHING i AT EXTERIOR WALL ONTINUOUS BEAD O OF SEALANT PLYWOOD 02") 0.62 INSTALL EXPANDING FOAM INSULATED EXTERIOR SEALANT AT INTENTIONAL &APS THIN PROFILE NAL AT I" RI61D INSULATIO EXISTING FLOOR I I STUD WALL SHEATHING PLYWOOD (5/4") 0.C14 � � m ry - } CONTINUOUS BEAD OF ASSEMBLY ( I fIf ONTINUOUS BE w SEALANT AVITY INSULATION NTINUOUS BEAD OF I (X MINIMUM DRIP I ANUF. SHOWER I 5ELANT OF SEALANT SIDINO I RI610 INSULATIO j PAN ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT GLOSU XPANDING FOAM ANDIN6 FOAM --WOOD FLOOR ASSEMBLY ALUMINUM/ VINYL SIDING V2" INSULATION) 1.80 k . � OOD FRAME FLOOR FLOORING C ASSEMBLY { OD FRAME I +, FLOOR ASSEMBLY O ' I ' INSULATED CANTILEVER FLOOR// ° " HARDWOOD FLOORING (/4") 0.68 �+n-1{� CAVITY INSULATION WITH I•RIGID INSULATION CLOSURE TILE 0,05 5-01019 Scale=g/4' , I'-0" AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH O _ THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY THIN-PROFILE 5HEATHIN6//5EGTION CARPET W 1 TH F I BER PAD 2.08 ATTIC INSULATION 5-01007 Scale=s/4` ■ r-0• s-0lol�scale=s/4• ■ 1'-0• s-0loo9 scale=s/4° ■ r-0" CARPET WITH RUBBER PAD 1.23 V I EILIN6 FRAMING �I/ (� �- ATH INTERIOR OF LOOR DUCT LBOOT ELECTRICAL WIRE J 1--1 z AIR SPACE V2" UP TO 4") 1.00 " RI61D ATTIC ACCESS TO ONTINUOU5 BEAD OF r O INSULATION +I" OF INSULATION SEALANT ROOFING O O T LEVEL PLUMBING PI FLOOR TOP PLATE LACCESS PANEL (� I I ASPHALT SHINGLES 0.44 RAW ACCESS PANEL TOP PLA 'I ' SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES O.q-1 O �H) Ld 50REW5 EXPANDING FOAM TIE AT INNER LINER SEALANT TRIM AS REOUIRED SEALANT A5TIG AT INNER LINER L STUD +�- TIE AT OUTER LINER ((11 V INISH GEILIN6 WALL 5TU DOORS OL z WOOD, SOLID GORE (I 3/4") 2.1'7 INSULATED METAL DOOR (2") 15.00 AIR SEALING A'IE ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION Q 5-02022 5c01e=5/4" ■ I'-0" s-01o23 5calefg/4• • 1'-0• 5-0loss Scale�4/4' ■ r-0• 5-01024 Scales/4• ■ I'-0' POURED CONCRETE PER I'' 0.08 O LU r ' Z z N Z Q O z Ov Q � Cc, � PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH § t HURRICANE ANCHORS MANUFACTURED BY SIDES OF OPENINGS 6' SIMPSON 5TRON6-TIE CONNECTORS MODEL No. H2.5A OR GREATER IN WIDTH OR APPROVED EQUIVALENT AT EVERYu �, . U N N E L L RAFTER TO PLATE CONNECTION BOTH 51DES WHEN a e c w are --RAFTERS DO NOT ALIGN WITH STUDS DOUBLE 2X STU TODD O'CONNELL,AIR SIMP50N HDU5-SDS2. NG-TIE CONNECTOR HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway SIMPSON STRO L. #H-1Z TON USED WHEN No. 5TRON6-TIE CONNECTORS MODEL Suite 120 No. HI OR APPROVED EQUIVALENT AT EVERY Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD RAFTER TO PLATE CONNECTION-. P{63 7}650-6665 p ) F(631)650-6667 USE A MINIMUM OF TWO 5d //;°• . \� D a NAILS THIS SIDE WITH A I o C(516)658-0325 TOTAL OF FOUR INTO RAFTS 0 D ROOF RAFTS f `t ROOF RAFTS DOUBLE TOP PLA 1 POST GAP MANUFACTURED BY 51MPWN T; STRONG-TIE CONNECTORS MODEL No. 5052-2/4 G� II OR APPROVED EQUIVALENT INSTALLED o• STUD PLATE TIES MANUFACTURED BY SIMPSON AS PER MANUFACTURES SPECIFICATIONS 5TRON6-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUDCO -'' ; '=• TO PLATE CONNECTION WHEN RAFTERS DO NOT 0 BEA ALIGN WITH STUD v DECORATIVE COLUMN COVER / Q 4x4 COLU i sA � STUDS ® I6" O.G. THREADED STEEL RO SIMPSON HDU5-5D52. HURRICANE ANCHORS TWO 8d NAILS MANUFACTURED BY i SIMPSON 5TRON6-TIE INTO PLATES DOUBLE 2X STU CONNECTORS MODEL No. �i iIly H2.5A OR APPROVEDt— SIMP50N HDU5-5D52. EVERY BEAM AT � 16FfT 8d NAILS INTO STUDSi dl O HOOKED ANCHOR BOLT JOIST CONNECTION i AGQ DECKING Z # fi�00 STi� 'F I�lO DETAIL MIN. 12" PENETRATION BOTH 51DES10 INTO FOUNDATION � USE SIMPSON Z-MAX OR HD6 CONNECTORS 3 SCALE: 3/4" = I'-O" : TO INCREASE CORROSION RESISTANCE Z r� F.J. m 161, O.G. FOR ALL HARDWARE IN CONNECTION W/ ACO LUMBER. z USE 51MP50N Z-MAX OR HD6 CONNECTORS BEA TO INCREASE CORROSION RESISTANCE Wv FOR ALL HARDWARE IN CONNECTION POST GAP MANUFACTURED BY 51MPSON Iq < STRONG-TIE CONNECTORS MODEL No. BG52-2/4 POST GAP MANUFACTURED BY SIMPSON w p'y W/AGQ LUMBER. I " MIN. EDGE II OR APPROVED EQUIVALENT INSTALLED STRONG-TIE CONNECTORS MODEL No. BG52-3/6 p 'o WAILL STUDS ® I6" O.C. ,DIFFERENCE II AS PER MANUFACTURES SPECIFICATIONS OR APPROVED EQUIVALENT INSTALLED ,,, ,, v o0 A5 PER MANUFACTURES SPECIFICATIONS I DOUBLE F.J. UNDER GOLU x4 ACO COLUMN o m O Q o ZW Ul1,- 0 �w� ( COLUMN BASE MANUFACTURED BY 51MP50N STRONG-TIE z w z o F o fA I ODEL No. 0550bb-SD52 INSTALLED AS PER MANUFACTURERS Q z �'} to F SPECIFICATIONS OR APPROVED EQUIVALENT o N Q 0 y w o .I pZ22Jz11J=NUl V 4' u r,' 12"<P P.CONG. 50NOTUBE a ~ a 0=z = 0 QiI prA� 5/8"<PxIV STEEL ANCHOR ; ; ®36" BELOW GRADE MIN. `"° BOLTS AT 5'-O" O.G. MAX. ' ' J ° z L BOTTOM PLA :� Q T_ o MIN EMBEDMENT OF 7 ''�' ° .� i Q J .Q Ri F-2Z�F- RIM JOIST NwwpWom SEE PLAN I Q�ooN}µ°uIZ��� NILE zu10 WUIfj<Q UK VWI2-11JV(K�N V W —d�O�F oW� QLU fU �� d USE SIMPSON Z-MAX OR HDG CONNECTORS ° In } ~° TO INCREASE CORRO51ON RESISTANCE J 2° o o° m FLOOR JO SSUB FLOOR ALL STRAPPING TO BE F z INSTALLED AS PER MANUFACTURES d Q>r FOR ALL HAP DKARE IN CONNECTION ���'�_�a-a J SILL PLA SPECIFICATIONS AND NYS CODE ' W ACOLUMBER. q GOLU1��1 STfiZ,r-�fi�i�11�1C� DETAIL N o =o s o TERMITE SHIEL I6 6a. STRAP TIES MANUFACTURED °" FOUNDATION WALL BY SIMPSON STRONG-TIE CONNECTORS '" l� •35/4" ODEL No. 0516 OR APPROVED EQUIVALENT. MOLD DONN DETAIL 5GALE: STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. 3 5GALE: 3/4 I -O (1 "x SIMPSON ON BEARING PLATE MANUFACTURED SIM BY PROVIDE ICE PROTECTION AS PER R4105-2.71. PROVIDE ICE PROTBGTION AS PER R405.21N.STRONG-TIE CONNECTORS MODEL No. 1�G1 1 Oiz BOLT DETAIL WHICH CONSISTS OF AT LEAST 2 LAYERS WHICH CONSISTS OF AT LEAST 2 LAYERS W LBPS1'2 OR APPROVED EQUIVALENT OF UNDERLAYMENT C45ENTED TOSETHER OR OF UNDERLAYMENT CEMENTED TOGe HER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN A SELF-ADHERING POLYMER MODIFIED BITUMEN Z SHEET TO EXTEND A FROM EAVES EDGE TO A 12 SHEET TO EXTEND A FROM EAVES EDGE TO A 12 IGAL 5/6"A2" HOOKED ANCHOR BOLT •3 SCALE: 5/4" = 1'-O" MIN of 24'ITL5IDE THE EXTERIOR WALL LINE MIN.of 24'INSIDE THE EXTERIOR WALL LINE _ - ® 3'-O" O.G. OF THE STFAZTURE -1"' MIN. EMBEDMENT INTO CONCRETE V2'GYPSUM Bo 12 of THE STRUCTURE In'GYPSUM Bo IZ - WITHIN 6-12" OF EACH END OF PLATE MIRAVISTA SHAKE RooFn+6 BY MIRAVISTA SHAKE ROOFING BY 2 OU1�D T 101 STi� �1='I�lO DETAIL OWTNS CORNING WALUF FIN15M OTA CORNING WALUF FINISH tQ W INSTALL AS PER MANUFAG INSTALL AS PER MANUFAG � 111 Z Ul •f SPEGIFIGATION9 SPEGIFIGATIONS 11.1 W lu SCALE: 5/4" = I'-0" / R-50C BATT INSULATION R-DOG BATT INSULATION N Z d Z Z / X HURRICANE CLIP HURRICANE CLIP Q1 WHEN NOT ALIGNED WITH RAFTER, WALL STUDS ® I6" O.G. 1n•cvx PLYWOOD SHEATH!CONNECT KING STUDS TO TOP PLATE, 1n'GDx PLYWDOD SHEATHI z v Z v v SEE ROOF STRAPPING DETAIL WRAP IY4" GALS. 20 6A. COIL STRAP2x1O R.R.016,OZ. 2x10 R.R.016"OZ. -1 Z Q W W VER TOP OF TOP PLATE # NAIL W _ ROOF FRAMING VM01M VINYL SOFFIT VENTED VINYL SOFFIT 0v 16 6a. COIL STRAPPIN6 MANUFACTURED Ix6 FACIA BO I Ix6 FACIA BO I BY 51MP50N 5TRON6-TIE CONNECTORS 3 W W r MODEL No. G516 OR APPROVED EQUIVALENT 4•x3•ALUMNIUM 6VRER W/ 4•x5•ALUMNIUM 6 7ER W/ Z QW -LU Q 0.W. Q z 3'x'2•LEADER 5"x2'LEADER co BOTTOM PLA DETAIL FOR DETAIL I/A-0 FOR STRAP DETAIL 5T1RAP DETAIL R-I4 BATT IN5ULATION R-14 BATT INSULATION ry � 0 CRIPPLE RIM J015T Ul N 0 to (� cV Z STUDS DOUBLE TOP PLATE 2x6 STUDS 0 16"OZ. 2x6 STUDS a 16"OL. 1/2'GDx PLYWOOD SHEATHI In'GDx PLYWOOD 5HEATHI a' SIDING TO BE SELEG 51DIN6 TO BE SELEG # In'POLYSTYRENE R1610 INSULATION In'POLYSTYRENE RIGID INSULATION m (y - } Z ADER I ROOF DETAIL I I fi�00 DETAIL —y SUB FLooR SCALE: 5/4" = 1'-01- FLOOR '-0"FLOOR JOI5T JACK STUD R-w BATT INSULATION FULL LENGTH 2xb STUDS. 16.04. ItO WALL STUDS 1n'GDx PLYWOOD SHEATHI FRAMEy OPENING FOR NEW •TYVEIG HOUSE WRAPAIL 2/A-3 FOR--' X�X - WINDOW OR EXTERIOR DOOR In'POLYSTYR�E RI61D INSU!ATIO (\ O Ib 6a. COIL STRAPPING MANUFACTURED HURRICANE ANCHORS MANUFACTURED BY �] BY SIMP50N STRONG-TIE CONNECTORS NQS• 510INS TO 5t-LEGT SIMPSON STRONG-TIE CONNECTORS (1 MODEL No. GSI6 OR APPROVED EQUIVALENT Di4•PLYWOOD SUBFLOOR MODEL No. LSSU25,LSSU210 OR APPROVE tI j ALL STRAPPING TO BE 2x10 F-L•16•o INSTALLED AS PER MANUFACTURES EQUIVALENT AT EVERY RAFTER TO RIDGE x SPECIFICATIONS AND NYS CODE R-eO BATT INSU1 ArIaN CONNECTION WHEN RAFTERS DO NOT ALIGN y� WALL STUDS a Ib" O.G. 2bO AGa SILL TE--"", E !�— 1 TERMITE SHEILD• SILL 1NSULAr HURRICANE ANCHORS MANUFACTURED BY f C FLOOR STfi AFF I NO DETAIL SIMPSON STRONG-TIE CONNECTORSAPPROVE OF RAFTERS LU 4e'x12•HOCOKED ANCHOR�r MODEL No. L5TA24 OR APPROVE � •3 a 3-0•od. ��I EQUIVALENT AT EVERY RAFTER TO RIDGE SCALE: 3/4" = I'-O" CONNECTION WHEN RAFTERS ALIGN OL 4 10'P.'.GONG.FOUNDATION O . WALL.W/05 REBAR a 56'TF TF v T OZ.VERTICAL NOTE: UPLIFT CONNECTION 15 REQUIRED MASTIC DAMPROOFI z�Lu NO UPLIFT GOtVNEGTORS AT EACH END OF THE HEADER AND AT MAS11 I0tv BOTTOM OF HEADER STUDS IN ADDITION REQUIRED 5 AREA TO CONNECTORS AT WALL STUDS AND g 2x4 KEYWAY 4'PZOWSLAH9 P)*IOAO SPREAD 12 Z I � I AT TOP AND BOTTOM OF CRIPPLES. x24 P.COW- FTG. I EXPANSION JOINT AT WALL _ MINI D6•BELOW n z CANT I �' 0 04 REBAR MIR $-GONG.COVER-', o 0 0qq WW 6 6a. STRAP TIES MANUFACTURED W BY SIMPSON 5TRON6-TIE CONNECTORS USE 51MP50N Z-MAX OR HD6 CONNECTORS MODEL No. G516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE ro STRAP TO HAVE MIN. 12" BEARIN6 ON THE STUD FOR ALL HARDWARE IN CONNECTION •coMPAGr FILL � f OZ AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AQ LUMBER. MIL POLY VAPOR BARRIER 1 4 � zOUNDATION DETAIL �2 RIDOE STSAF 'INO DETAIL UFLIFT CONNECTOR DETAIL . v SCALE: 3/4" = I'-O" '3 SCALE: 3/4" = I'-O" Q 4" FRESH AIR VENT 62-11514" THROUGH ROOF _ IODD O'CC)NNELL R CIH ITECT P. C. TODD O'CONNELL,AIA -1/1/4 7� ns Memorial Suite 120 Ig way (5) 2"XI2" A061 Hauppauge,NY 11788 _j L L _J L P(631)650-6666 12"0 50NO TUBE FILLED ED LID K/5000 F(631)650-6667 CONCRETE MIN. C(516)658-0325 BELOW CRAVE Cr(F) L........... I 5HONER j SHONE 24"X:24"XI2" P. GONG. o FOOTING .211 11 NOTE: 1 2 1�: "'0 2"XI2" A00 LEDGER_x NEW FURNACE DIRECT VENT MUST LAO TO EXIST WITHI" (P CONFORM WITH MANUFACTURES 1 1 1/211 1 1 b AND b" LAO BOLTS I' O.C. INSTALLATION INSTRUCTIONS AND 5TA56ER TECO JOISTS TO CLEARANCES MATERIALS COMBUSTIBLE MATERIALS AS TIE N154 FOUNDATIONS FLOOR LEDGER WITH ZINC. COATED INDICATED ON THE APPLIANCE K/ REBAR a 24" 12"0 SONO TUBE FILLED OR HOT DIPPED GALVANIZED LABEL AS PER M1506.1 OF THE O.G. TRTICAL;MINIMUM C'F 2; 51 21 211 NCO I-SOLV W 5000palf CAROL T FILL SOLID (TYPICAL) I CONCRETE MIN. 56" a BELOW GRADE (TYP) L-EVIOER-- 7Z- 511 511 =5 :2rXO7 F-_ U) es V 6"X(b" ArO POST 5Qx-70 4 -- xe z "'i -XW At'Ct-LEVeER— PROVIDE FLOOR # .. ...........T —2 - - — .!L - Z_47 DRAIN K/ PREFAB 24'OX56" DEEP :01, 40 CONCRETE SLAB q w/bxb DRYkiELL 0 1 j NOTE: DOUBLE ALL F.J. z WITH SAND 6" LAO BOLTS 11 O.C. UNDER PARALLEL HALL -EV&ER--6AO­TO-E-A 9-T-- -4— MIL -6 V N 14" OVER M _TF PA ON COMPACTED STA55ER TECO JOISTS TO LEDGER -1 1 %3 z m PARTITIONS ABOVE -i FIRST WITH ZING cOATED OR HOT DIPPED GALVANIZED FLOOR tL 111 111 U d U .-I .1_7 ,i;= - I " 0 U 1-5 521-10 L, IL Ov� 9 L" loll POURED GONG kqlOXlq STL. COL. V� :211 1/!2 x K/4Wx45"x2O" C.0 a-LU _---FOUNDATIONNALL x as W#5 REBAR 56" O.C. POURED GONG. FTG. 16"X16" P. CONC. PILASTER r------- ►jtucj_y Ld Ci 00 F.A.I. U_ UNDER PT. LOAD ABOVE K/4b"x4b"x20" j)T / 7 ::1 < 12x24 P. co,No. FOOTINS, 'L 0�1j-<10 F I"OURM CONC.. Pro. W(2) #4 REDAR K/2"x4" x IN rF F -I fz tu KEYNAY;MIN. 56" BELOW Pq5XI5 5TLi klOX15 5TL. H8XI5 5TL. wl_-F 0 O CRAVE. OYFICAL) tu Y L MON 6K p n twj) vy k)<-Lk)f)z LU L %1) HNH LU 9 < F -1 F -1 (2) :2 _jcv IHOU5E TO V TRAP 1--v',1yEjKw�-01U TO SANITAR, IV-z "'3�e fs T UP THROUGH FLOOR TO K/24"x24*xI2" SYSTEM <U, Fy Y z L _J I , (5) 2"X12" �OOLUMN TO RUN 5TRAIOHT ST. PIPE COL. __L5� 2"X12" i FLUSH 5y2' ST. PIPE COL. SUPPORT BEAM ON FIRST POURED, GONG. FT6. ," .," < BE M L UNFINISHED Pc r_.KE r (TYPICAL) W 24"x24"A2" CELLAR FLOOR. HELD GIRDER TO z POURED CONIC. FTG. LL (TYPICAL) SIDE OF COLUMN NEB AND 4" CONCRETE SLAB PROVIDE TOP AND BOTTOM 13U 5/6" TYPE-X SHEETROCK ,C 0 M tL_ x 5TABILIZINO ANOLE5 HALLS AND CEILING cli 2"XIO" A00 LEDGER Lou) Lou 0 CL D 0, "x ML V_B. ON 4 ZD 0 LL H/ IN V-O" OF BOILER -7 :�� :M� LAC, To EXIST WITH 1" 41 C Z , L) LW COMPACTED x um, 0 COM r 2"XIO" F.J. a 16" O.C. N PACT IL b -13 ry AND 6" LAO BOLTS I' O.C. x 101, POURED GONG O ti- STAGGER TECO JOISTS To FOUNDATION HALL c LEDGER WITH ZINC COATED z OR HOT DIPPED GALVANIZED 12x24 P. CONC. FOWTINSI FLUME31NO R15ER NASTE zt X It /—K/(2) #4 REBAR PV 2*x4" IN .4 F KZYKAY,MIN. 56- FLOW" SCALE: NTS &RAvE. (TYPICAL)_j _j UNFINISHED NIN IN w XG ;m 54'-2 3/81 W lU (2) 2"XI0" A00 IL 12"0 SONO TUBE FILLED ED < SOLID W 5000psl (< CONCRETE MIN. 56" BELOW CRAVE (rYP) < tu I_tq4"X4" A00 POST q) Z 0 LU X LU LU 0 < 0 0 z x Z Z 2'-115/4 < FOUNPATION PLAN Z SCALE: 1/4" V-011 SHOWER SHOWER P51105.1 ROOF EXTENSION z (L w fL 0 (L o- fL z OPIEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN b INCHES ABOVE THE ROOF OR 6 r- INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, kqHN <_t N Q ICHEVER 15 GREATER. WHERE A ROOF 15 To BE USED FOR Q in ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR T_ Gy lT_ ZA.T 13 SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN FEET ABOVE THE SECOND ROOF. FLOOR, P51,05.2 FROST CLOSURELc.H_c*`,r/_ cm ON ON ON cm WHERE THE 1175 PERCENT VALUE FOR OUTSIDE DEVON TEMPERATURE 15 OOF OR LESS, VENT EXTENSIONS THROUGH A LU ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE I z Zt OF THE BUILDING. Lubw TABLE P5201.1 b — 0 SIZE OF TRAPS FOR PLUMB INO FIXTURES DIN TRAP SIZE FIRST PLUMBING FIXTURE MINIMUM FLOOR oil (INCHES) m r— f C�-H c*1 BATHTUB (WITH OF WITHOUT 5HOP41ER HEAD AND/OR 1 1/2 ON C'm CA C-H C, UA 1-j WHIRLPOOL ATTACHMENTS,) YY O OL BIDET 1 1/4 z CLOTHES WASHER STANDPIPE 2 OL DISHWASHER (ON SEPARATE TRAP) 1 1/2 To WATER cj 10 LU HALL KEY FLOOR DRAIN 2 C-H MAIN It 1— v KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 1/2 HNH 0- ollt EXIST TO BE REMOVED HARD HIRED SMOKE WITHOUT DISHWASHER AND FOOD HASTE DISPOSER) < z DETECTOR W BATTERY EXIST TO REMAIN BACK-UP LAUNDRY TUB ONE OR MORE COMPARTMENTS) 1 1/2 NEW WOOD FRAME CN5T 80 CFM FAN TO EXTERIOR LAVATORY 1 1/4 HARD HIRED CARBON MONOXIDE SHOWER (BASED ON THE TOTAL FLOW RATE NEW POURED CONCRETE DETECTOR H/ BATTERY BACK-UP THROUGH SHONERHEAD5 AND Bom'5PRA%(5) 4"x4" POST UNLESS OTHERWISE MIN 12" A.F.F. AS PER SECT. 1225.2 FLOW O11 RATE: LU NYS 00171E 1- 5.1 GPM AND LESS 1 1/2 NOTED DENOTES EISRE-55 WINDOW MORE THAN 5.71 GPM UP To 12.5 GPM 2 N Z HOLD DOWN AS NOTED MORE THAN 12.5 GPM UP To 25.5 GPM 5 < < K MORE THAN 25.e> GPM UP TO 55.6 GPM 4 (L ILI 2 _ FLUME INO R15ER SUFFL)0' Z .4 < < SCALE: NTS k) =_j I=77111Z r R C H i T £ CT ?.t. TODD O'Cq INELL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 117£8 P(631)650-6666 F(631)650-6667 (3) 2"X12" AGQ A® ® (3) 2"X12" A Q I C(516)658-0325 II WXb" ACG POST II b"Xb' ACO POST W/ COL. ENCLOSUREN I W/ COL. NCLOSURE DRYER r--- ° SrOONP PROVIDE FLOOR ,,' _ .;' ,,`,`;, I I o �4, sP 0 m RAIL TO CODE I �I � _ O r-i« r ? -I! 20'-23/8.. 8'--r" x I ooD XI U- > _ u 0 a PECK ® X � :rr PROVIDE PROVIDE I I HOLD DOWN O to RAIL TO CODE m 5'-10/8" l0'-53/41, 3/0" 6'-1%2" STOVE N (3 2" ACG FW6 Obll FW68 bll FWG 611 b"Xb" ACO P05T W/ p COL. ENCLOSURE _ zPC HER BEAM POWER BEAM POWER BEAM z FIRST v 2 XIO AGQ F.J. 0 Ib O.G. RIPPED 4:12 p p z 'n FLOOR W/ 2"X4" ACO SLEEPERS RIPPED 4:12 -' Q Q A 14'-43/4 4-3y2' PROVIDE33'-23/8 e 9 -O O kD FWC 10611 G 25 T.O. HOLD DOWN PATCH FLOOR O V Z 11 (3) 2"X10" W/ (2) "X9" STL. FP. FLUSH (2) 2"X10" d INFILL AS REQ'D 0 PR VIDE Q PROVIDE `� O Iq'-23/8" 8'-�" • TO PROPANE � ILVING u- TANK HOLD DOWN RAIL TO = _ _ _ CODE NOTE: DOUBLE ALL F.J. ROOM - _ _ I I UNDER PARALLEL WALL x o m S o i 4 3'-10 PARTITIONS ABOVE N HM } O Q O w t- sw�11II11 ° q _ FURNACE G Q$�m~ tu Ncn 4"X4" WloXla �z�$QxO�:-) LU k) Q � P05T STL. COL. WI6XT7 STL. FLUSH TOP OF BEAM `�'� ,�Dow�N � O O. POP414 O TO HIDE 5TLNOTE: FIR LB AM A5 2'F -10" - - - - - - - - - ~Q aWQa�=z O ~ ® Ow$z-QO wwoz x REQUIRED - PT LOAD FROM ABOS KOX1a Q o o m n �. -' � FROM VE PATCH FLOOR STL. COL.- 4 OL. N z� ���_�-r m m 4"X4" m (2) 2"X10" F U5H a = d INFILL AS REQ'D 4 3 Q m"no u) PLAYROOM P05T S` D �' ® 1 Ix- PIP= - BATH ��K�3 STL. x PI COL. II'-II" 5 6 � W4— – —– 7 –IOX� 45 5TL. FLUSH _ _ I 5 0 0> =o u �nwax w�Nw I� Nv - I0 I� v SCALE: NTS ��Noo<i'NWoO 5�"(P 5TL. 0 I ItLL %0 a ? L O \ z��w� I _rn 1L • � DINING m o � � PIPE COL. O(L h _ - - • ROOM p, o Q Q X Q w�p�p 1 It- n 1 1�n r `cXv IN KITCHEN 1 X • - m -!V 1 IX lot 0 5 L. VIME ai- N X 3 3 3 PIPE L. HOLD DO N a(xV f FROM ABOVE PT. LOAD PT. LOAD O PROVIDE 1 (2) 2"XIO" FROM ABOVE X 1 m 15'-103/8" HOLD DOWN m 2-I _ I�Xb� = I2Xba _ 2'-8" I 30'-03/8" I " " LINE OF GUARDRAIL AND HANDRAIL BEHIND � 5L. TO. 't 5L. TO. � 5T W (2) I "XII " LVL iv iv (2) "XIO" (2) 2"X10" O O O 2) 2"X10" 2 2"X10" - - - - - - - - - - - - - - - - - - Z 5/4 X 4 TOP PLATE T T ISI n FT I TF -FF I1—I n ISI (TI � z V PROVIDE 10' II „ 304 -3 10'-1�4" 4'-3%2" 4'-3y2" 5, 3„- 24 2 b-8 2 2 b-g 2 32 q'-33/8 28 6-2 b-4 PROVIDE 11 11 I I I I 11 I I 11 I I I 11 11 III 11 1111 I I I I IY O IY HOLD DOWN /4 3 V V HOLD DOWN 2 X 4'RAIL m I I I w W Q 54'-25/8 2 x 2 BALUSTERS m 5 o.G. I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I 111 11' 1IJ I��i I �_ z .� m 4"X4" ACG POST N m NOTE: BLOCK 50LID Q 2 X 4 RAIL I I III 1 1 1 1 1 1 1 11�” �J:TE 0Q L I I I w W n - W/ COL. ENCLOSURE - (Ll e /I I N 4 IU O _ FAROE TOP OF WALL I 1 L IL 11 I I�I I z x z z BETWEEN JOISTS UNDER 10'-6" _ FRONTSA FLOOR AND PITCH TO 17RAIN — — — — — — — — -1.I"',BOVEf�VER IV O O O O 0 FIN15HEDGRADE — — — — — — — — — —/,z — — — — z z 12'-O.. ®� 32'-5�/8" / H 1- 1- 62'-113 oil /4 F I RST FLOOR PLAN - // SCALE: 1/4" = I'-O" 4 M Q ,n 't to N — > 4" POURED GONG SLAB ° W W/bXb 10/10 WWM ° OL 8" CMU FOUNDATION r WALL FILLED SOLID I #4 RE-BAR• 24" O.G. • a, � P.G. FOOTIN (. "m .< . (2) #4 BARS CONTIN AT FTC? 24"0 X 36" DEEP O ^'' b W PREFAB DRYWELL LOOSE (RAVEL FILL 2 CELLAR ENTRY DETAIL < ��- 5 SCALE: 3/4" = 1'-0" c� LU Ld Q- �� WALL KEY OL IU EXIST TO BE REMOVED HARD WIRED SMOKE 3 OO DETECTOR W/ BATTERY X EXIST TO REMAIN BACK-UP ® NEW WOOD FRAME GNST 80 GFM FAN TO EXTERIOR 0 HARD WIRED CAR50N MONOXIDE () NEW POURED CONCRETE Q DETECTOR W/ BATTERY BACK-UP W MIN 12" A.F.F. AS PER SECT. 1225.2 Q m u ^ ® 4"x4" POST UNLESS OTHERWISE NY5 CODE 1- NOTED 91E DENOTES EGRESS WINDOW 0 Z • A HOLD DOWN AS NOTED o- O .. z tu # --1 O d v 10 1)1) Q'Cor.NrI L 28'-q3/8 34'-23/ ol n. R C N 3 T E C T ?. C. \1 j TODD O'CC}NN LL,AIA PROVIDE 1200 Veterans Memorial Highway PROVIDE RAIL TO CODE RAIL TO GODS Suite 120 Hauppauge,NY 11788 P(631)550-6666 F(631)650-6667 C(516)658-0325 NOTE: FRAME FLOOR UNDER j, ,� ' . , SHOWERS W I TH DOUBLE L\/L'5, 1 BOX OUT AROUND SHOWERS, 4 PROVIDE PROVIDE i �' � -r t.v V WATERPROOF WATERPROOF AND DROP SHOWER FLOOR 3" ~ MEMBRANE MEMBRANE o 14'-43/4 4_3y2 1 I 6-II/4' 6-I 6 -1/4' 6-I 8 6 PROVIDE y '�' '..•, PROVIDE HOLD DOWN HOD DOWN I *CX 14 FW6 ObB 20'-23/8" N (2) 211X10" 2 2' CIO" 2 2"X10" (2) 2"X10" N O, Z z in 1!n 0 O 1 _ 14� 10'-4/ I I 8" m r x � N FW61 068 *CK24 T.O. (Y O (2) I J"XII 4" POWER BEAM (2) 2"X10" --=- z # r ovIDE o 0 0 � � HOLD DOWN - - - p cv o BEDROOM o BEDROOM iv o ZO _ ? ? BEDROOM LZ U V V 4"X611 POST N n = ro �WgF�0 w PT. LOAD pALS ERo x 4"Xb° FROM ABOVE 41)<&'- 4°X4 its w° 0 0 0 BEDROOM 4„ N POST POST P05 _ w =gyp mcv POST 2X10 H (3) I "Xa " LVL FLUSH _ (3) I "Xq " LVL FLUSH 2) 2"X10" W/ "Xq" STL. F . FLUSH m a w N z Ul N N ~zv zp U_ N _ r4"X&"( - T. LOAD = ��zozm� w OZxaROM ABOVE pm�kmQ� Y 3NpppX OVIDE ®® �4 3,_q„� 1 cv 3' a 6 - I N °z Q z n z W V O cV RAIL TO BEA�RIN6 CODE P Q -rr c'�v= ~ w q _ o z � V � x WALL v ?v O O Q�� a� z�� ° w Q-Qw0 N F2) 2"X10" �� O OO I ATTI� X X ���oNoo��° cp V O a O� _ V m 2 2 R O I FULL DOWN I '"* (2) 2"XIO” FL'-10"� \ ® m O l * tie ^ 2 xba o N and i o > No�m�� N W V - �`��wQ� O4z�Kp N _� o O ® ® _ LL �w F-d�V Q _ �1=fir o o � I V � � �O>�rp�t� N l� N ® O w e (Q N1LWH� mVN=:L ,5/ ,o N x UP O i�°��°� 'N°�� r X a ® _ 0) Scv - 1I -0" 2'- "� 9'-2" n z �' BATH z N 2 2"XIO" ' Ry I cV BATH I \ dJ Q W z w (2) 2"XIO" (2) 2"X10" = 2) 2"X10" ® N ax O = A I 2ax6a =�Qa�No �o� p PROVIDE 2 2" 12 2"X10" 3) I J"X9 4" LVL F US (2) 2"X10" 3'-10" N HOLD DOWN 5E 145 *34 T.O. *30 6-2 T.O. ► PROVIDE WINDOW = 28 6-2 m tr dJ PROVIDE 2"x10" R.R. 2"x10" R.R. PROVIDE PROVIDE , BOX m 16" O.G. m 16" O.G. HOLD DOWN cla HOLD DOWN - co HOLD DOWN i 2"xb G.T. w } I b O.G. I1LKI PROVIDE Z <( HOLD DOWN < 2 = 6'-4" 6'-4" - v W 110.414.. 4 j%4" 21'-63/8 _ +� 62-113/4 N ij W W W SECOND FLOOR PLAN Q X Q 4 SCALE: 1/4" = P-O" z V IV v v z n w w_ w 0 V � v V z0- w w w 0 a (L IL z dJ o v to 412 HT. WALL N N m Q 4 iv LINE OF 0 HT. LINE OF 6$ HT. 4Q HT. WALL LINE OF 8Q HT. LINE OF 8Q HT. OS 11 8-� POS" v PROVIDE ACCESS TO ADJACENT ATTIC LINE OF ba HT. 4"X4" 4"X4" P05T = e j POST 1 POST _X cV UNFINISHED DA 6 LINE OF 8Q HT. O Q V 'n ® UNFINISHED PT. LOAD ATTIC LINE OF 8Q HT. X N IG FROM ABOVE N O V INS n nIL — Q = HT. LINE ba LINE OF 8Q HT. OF 1105T LINE 4Q HT. WALL Q � }�- 4Q HT. WALL Z m DA O 0) �- O OL NOTE: PROVIDE ACCESS nnO [-- v Z TO ADJACENT ATTICS (2) 2"X10" r 11-_ O Ld 11 11 AL E Vt L GTG2 v cn (2) 2 XIO (2) 2 XIO v Z GI O GI O " PLYWOOD GUSSETS 4 � ts- n w 6'-4" 6._4.. O T ol r Z .7-1 ATTIC PLAN 43'-13/8" � � � z • � O < zlu _ SCALE: 1/4" = 1'-0" 0 4 v 7 Q �n s m ' < i :001) O'COvNELL SRC ; rec - v. TODDO'COf L ,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 t se ' �I E i r N � N O z # o � v � a XLZI n l o n ® I N I 1 "X4' "X4' "X4' "X4" -7°<' cj LL OS r OS OS OST o "' 4"X " 1 'X14" LVL RID E 1 " 14" L L DG I 'X14" LVL RID E w POT (2) "XI " L L RI GE (2) I 16" f_.V RI 6E a w~w o =w i�O�� �N� Q�O� � 4"X41 05 OS u i� i�°zQo Y V �w �Q—oowo w v o iv a I I I o�tu> °QNom rr; t >~ l •o NN af��oIL " PLYWOOD 6i'SSET. - �` � '�'F N w}Q��p o � N( !C N �' 3a UwpK=NO Z — ------- — 2"xl0" �C y \� — Q Q �Q 11 Q!< 2"1 Rt " " 6" R.R. 161, R.R. w w u Q w'x I ! �<< �� ,�.R. 2 xIC R�. 'i 16" C.G. 10" C.G. �96y,�� =F-O � 1h" O.C. r-i`� p< — 1 tT An mQ d u�l 1 z 8'- /� v a ROOF PLAN — — ELEV. r 4' F d +34' 3" LU SCALE: 1/4" = I'-O" u w z w w _ z X z z z ................... ............... SELECTED LU ................... ... . . . . _. ... ........_... / _ \ . OVER 15 BUILDING FELT W O T / 12 z a z r r r CIR3o FLASHING c\V N (\V GTCA, O O O 0 — . ...... .......... x 4 ALUMNIUM LEADER ER TO BE! 3 # _. .. ....................... ...... ... ......... SELECTED BY OWNER t11 '�t M N - - — — — — — — — — — T.O. SECOND FLOOR PLATE14"A _.... . / ELEV. +20'-(o tL LL- O b- iL tL SIDING TO SELECT — t l , — i SECOND FLOOR ELEV. +1.2'-b" ............................. . ....... _......_.... . � . .............. .... .... _ ATE _ . . ..__.. .. .. _. _ __.._.. ELEV P+11'- . Cp..'..................... . -. T.O. FIRST FLOOR u LL IL Q ® ® ® ® ® ® O �LuU . OL r- z LU 1qU=j1L9X _... O R .. _ L O ..... .. — — EL F � tt EV 2-8 RST Ca Q W GRADE O 9 t— ELEV. +O'-O" T zz S� ' N z SOUTH ELEVATION a- o � z SCALE: 1/4" = 1'-0" O Q d 0 Q � 01"a 0'c0NN I4.I T.O. ROOF — — — ELEV.T.O. R Or TODD O'CC3NNELL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 ' / \ _. . .... P(631)650-6666 / \ 12 .. F(631)650-6667 ......... ........... ............... 2 / \�12 - C(516)658-0325 ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT / / � ... FLASHING IL / Q ASPHALT SHINGLES TO BE SELECTED FLA5HIN6 _. .. / /. . . . .. ... ................. OVER IS# BUILDING FELT ... ........ 4x3 ALUMNIUM GUTTER W/ 3x4 4x3 ALUMNIUM GUTTER W/ 3x4 \ .. r �� ALUMNIUM LEADER TO BE / ALUMNIUM LEADER TO BE SELECTED BY OWNER / ~.... . . SELECTED BY OWNER T.O. SECOND FLOOR PLATE ELEV. +20'-b" _.... ....................................... .... .... ... . ............ . ................ – – – ___. __....._... _ .. ._ _..... .... __ / + –ATE T.O. SECOND FLOOR _. . SIDING TO SELECT LL M LL I�4 m SIDING TO SELECT Q I t— --- - .. _..... _.. .. . H v SECOND FLOOR / = J ELEV. +12'-b" — / _ SECOND F 12 Ob 0 . T.O. FIRST FLOOR PLATE ....... ..... ELEV. +I I'-8" O . T.O. FIRST FLOOR PLATE v z .......... ELEV. +II'-8" m � �F`nU O D Wz ............. .............. ......,.._........ _.. L --110 � w w �w .. ........... _._....................... . — _ .. o Q�z . mo W .. .. .. QN JN�WF- aL Q _� v LU Q - - I A + * + FIRST FLOOR 0<11,w d�z z U — - - ELEV. +2-8 – – ~ F FIRST FLOOR O �x<wQwoQ' tK�Fz _ ELEV. +2-8 <-fin 1 0 Wj 1110 FQ�ao GRADE �� F�ap3wQNN�iv ELEV. +O'-O" GRADE v m w o 3 ELEV. +0'-0" m d F-AST ELEVATION NF-5T ELEVATION W X �NX_UNW �Q .Q LU SCALE: I/4" = I'-O" �� _ � �� ����� �w-' SCALE: 1/4 - I -O tu Uj LU<ff Z.I� f-NOQPos p N T. tu O. ROOF ELEV. +34'-3" z 2 = v v W LU 40 � w � w w \ = w = < z v v v 7 . _z o z z W J W W ASPHALT 5HINGLE5 TO BE SELECTED _ lW1I OVER 15# BUILDING FELT _. K W p[ W IX F- 13 Z 0- Q (L 0. Z 4x3 ALUMNIUM GUTTER W/ 3x4 ALUMNIUM LEADER TO BE _. :. ,.: .... .. .. .......... .... N N m N Q SELECTED BY OWNER _. .. . O O O 0 O nk T.O. SECOND FLOOR PLATE . ................... ..... .............. ELEV. +20'-b d m N — _ .......... .._... ...... ............. 51DING TO SELECT FLASHING lit ii -14 SECOND FLOOR _ — ELEV. +12'-6" l-1 T.O. FIRST FLOOR PLATE o � ILU � LI FIRST FLOOR_ _ ZZ Q ELEV. +2'-8" v Z_ X GRADE O D ELEV. +O-O" NORTH ELEVATION tu r Z SCALE: 1/4" = I'—O" 0 Z • 0- O z < O < v RIDGE VENT RIDGE VENT 211XG.J. ® I6" O.G.LVL RIDGE ASPHALT SHINGLES TO BE SELECTED 12 I "XI4" LVL RIDGE 211X8V" � OVER 15# BUILDING FELT Y 2"X10" R.R. ® I6" O.G. 211X8" G.J. ® Ib" O.G. 2"X10" R.R. ® ib" O.G. ,T0L)D O'C0NNF. L ASPHALT SHINGLES TO BE SELECTED c N I r e c T P.c. OVER 15# BUILDING FELT (3) I "X-1 " LVL 12 R-30 INSULATION TODD O'CO HELL,AIA 2"X10"� F.J. ® Ib" O.G.12 1200 Veterans Memorial Highway Suite 120 ATTIC TTIG Hauppauge,NY 11788 R-30 INSULATION P(6.31)650-6666 c4F(631)650-6667 2"XIO" F.J. ® 16" O.G. C(516)65$-0325 4x3 ALUMNIUM 5UTfER W/ 5x4 ALUMNIUM LEADER TO BE SELECTED BY OWNER 4x3 ALUMNIUM GUTTER W/ 3x4 WWWWWWWWWWWA �ALUMNIUM LEADER TO BE (3) I i"Xq 4" LVL (2) 2"X10" W/ 1"X11" STL. FP. SELECTED BY OWNER `z 1/2" POLYSTYRENE RIGID INSULATION 1/2" POLYSTYRENE R101D INSULATION R-Iq INSULATION R-Iq INSULATION BEDROOM 211X6" STUDS ® 161, O.G. BATH G_L. 2"Xb" STUDS ® Ib" O.G. BEDROOM " GDX PLYWOOD 5HEATHIN5 - " GDX PLYWOOD SHEATHING -- ---SIDING TO SELECT ___---SIDING TO SELECT ASPHALT 5HIN&LES TO BE SELECTED aJ ............................_... dJ OVER 15# BUILDING FELT (3) I J"XII 4LVL DECKING TO SELECT 2"X10" R.R. ® I6" O.G. �t 2"X10" F.J. ® I6" O.G. 2"X6" ACG RIPPED :12 2"XIO" J. ® I6" O.G. / BLOCKING BLOCK MID-SPANS - WATERPROOF MEMBRANE 2"X10" F.J. ® I6" O.G. BLOCK MID-SPANS cv / BLOC MID-SPANS " GDX PLYWOOD / 1-11 TF 1(1 2"Xb" ACO SLEEPERS RIPPED 4:12 ly I J"XI1 4„ LVL F.J. ® 12" O.C. Nlb>m STL. _ . ... ... HURRICANE CLIP BLOCK MID-SPANS LA\ WI6XTT STL. N (5) 2"X12" AGQ tIl 2"X10" ACO LEDGER Z # W/ TECO ���-I/2" POLYSTYRENE RI61D INSULATION R-Iq INSULATION DINING I/2" POLYSTYRENE RI1D INSULATION KITCHEN LIVING 211X6" STUDS ® Ib" O.G. —� ROOM ROOM R-Iq INSULATION " G HEATHING 2 11X6" STUDS ® I6" O.G. a DX PLYWOOD O (n ROOM S DECKING TO SELECTSIDING TO SELECT " G �-- D G GTO SELECT GDX PLYWOOD SHEATHING 2"X12" ACG F.J. ® 16" O.G. 2"X12" ACO F.J. ® Ib" O.G. SIDING TO SELECT Z 2"X12" AGQ LEDGER IGANE CLIP 2"X12" ACG LEDGER IGANE CLIP Q HURR HURR .. 07 7QJ iJ W��� =W a w �-1^15XI5 STL. W8XI5 STL. w Z Q z }F La w ro Nu OOz W 2"X10" F.J. ® Ib" O.G. (3) 2"X12" AGQ 2"XIO" F.J. ® I6" O.G. Q z v w 9 o O V (3) 2 XI2 AGQ o� �' J� w� Y CELLAR R-50 INSULATION 12"� SONO TUBE FILLED CELLAR R-30 INSULATION 12"(P SONO TUBE FILLED a o o w O N tu v LID W/3000psI - SOLID W/3000 el ~ O Q O 10" POURED GONG CONCRETE BELOW GRADE 56" POUREDz O O FOUNDATION WALL FOUNDATTIION KALE ( 11 ~Q J W�x z V ~ CONCRETE MIN. 36 O '' � w z-Qw0 W/#5 REBAR 56 O.G. W/#5 REBAR 56 O.G. „ BELOW GRADE TYP �F �wwoz O 4" CONCRETE SLAB 24"X24"XI2" P. GONG. 4" CONCRETE SLAB 24"X24"XI2" P. GONG. z N)5 w a,- Z N° FOOTING JAV FOOTING o x w Q N0 OVER 6 MAIL VB. ON 4" OVER 6 MAIL V.B. ON 4" �D-o I o�F o O COMPACTED GRAVEL COMPACTED &RAVEL w W w a Q 12x24 P. GONG. FOOTING 12x24 P. GONG. FOOTING ON COMPACTED SOIL ON COMPACTED 501E o N s w o N O W/(2) #4 REBAR W/2x4 W/(2) #4 REBAR W/2"x4EWl' KEYWAY;MIN. 36" BELOW KEYWAY;MIN. 36" BELOW N o a z O 1";3,n L w &RADE. (TYPICAL) L-AGRADE. (TYPICAL) v N 1 Q rov o U- } zvOw p�lu� Ci O z SECTION A-A SECTION B-B J SCALE: 1/4" = 1'-0" SCALE: i/4" = I'-O" 3 K X RIDGE VENT (2) Ij"X16" LVL RIDGE W Z Z � � 12 FLASHING V %J i \�12 ASPHALT 5HINGLE5 TO BE SELECTED W OVER 15# BUILDING FELT W Z W W Z < Z Z Q W Q Q 211X8" R.R. ® Ib" O.G. l4 UNFINISHED 2"X10" G.J. ® 16" O.G. F- ATTIC R-50 INSULATION JJ W_ W_ W_ W W W W W O z OL IL L L z (2) 2"X10" I/2" POLYSTYRENE RIGID INSULATION O \ 1 N N ' R-111 INSULATION Q INSULATION � � � 211X6" STUDS ® 161, O.G. O O O O MASTER BEDROOM - G� k" GDX PLYWOOD 5HEATHING p SIDING TO SELECT tncl d, 2"XIO" F.J. ® 16" O.G. m VEGKING TO SELECT 2X6 A60 RIPPED :12 4x3 ALUMNIUM GUTTER W/ 3x4 WATERPROOF MEMBRANE ALUMNIUM LEADER TO BE LU SELECTED BY OWNER CDX.PLYW00D. ... 2 XIO A00 GQ F.J. ® I6 O.G. . �� RIPPED :12 HURRICANE CLIP WIOX45 STL.:��X— O (5) 2"X12" AGQ 1/2" POLYSTYRENE RIGID IN5U ATION FIR GLC. DOWN R-Iq INSULATION — — 211X6" STUDS ® 161, O.G. PLAYROOM " GDX PLYWOOD 5HEATHINGO SIDING TO SELECT 2"X10" F.J. ® Ib" O.G. 1XX� '"I "' R-50 INSULATION 'V\ T _.. HURRICANE CLIP 1� .......... 2"Xe>" ACG F.J.FJ ® IbO.C. j . 2"X10" AGQ LEDGER (3) 2"X12" ,n O l W/ TECO v I O �-- OZ (3) 2 XIO ACO Lu 6"X611 ACO POST CELLAR D- 12"m SONO TUBE FILLED SOLID W/5000pps O ,►, Z CONCRETE MIN. 36" 10" POURED GONG BELOW GRADE (TYP) FOUNDATION WALL W/#5 REBAR 56" O.G. 4" CONCRETE SLAB W/6x6 10,(0 W.W.M. ww0 W LU OVER 6 MIL VB. ON 4" [Q COMPACTED GRAVEL 12x24 P. GONG. FOOTING 1 U1 ON COMPACTED SOIL 1- Z W/(2) #4 REBAR W/2"x4" Z KEYWAY;MIN. 36" BELOW Q i O SF-GTI OI `L G—GELT- GRADE. (TYPICAL) O Z SCALE: 1/4" = 1'-0" O p La