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HomeMy WebLinkAbout1000-70.-12-39.3 i SOUjyO OFFICE LOCATION: ,`O l0 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Q�l' Telephone: 631 765-1938 Southold, NY 11971 '10ou Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: January22, 2014 Re: Proposed Wetland Permit for DAVID PAGE& BARBARA SHINN SCTM# 1000-70-12-39.3 DAVID PAGE & BARBARA SHINN request a Wetland Permit to construct a two-story single family dwelling with garage and decking (1,150sq.ft. contact footprint, 1,878sq.ft. main level coverage with 600sq.ft. decking)with attendant sanitary system and 260 linear foot French drain; construct an approximately 12' high by 60' long, retaining wall; construct a 288sq.ft. shed; install a gravel driveway; and to establish a 50'wide Non-Disturbance Buffer along the landward edge of the wetlands. Located: 1854 North Bayview Road, Southold. SCTM#.70-12- 39.3 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 proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. 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: Lori Hulse,Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS i 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for I. 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. I 2. Before answering the questions in Section C, the preparer of this form should review the exempt j minor action list, policies and explanations of each policy contained in the Town of Southold Local j Waterfront Revitalization Program. A proposed action will be evaluated as to its significant I beneficial and adverse effects upon the coastal area(which includes all of Southold Town) ' i 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, each answer must be explained in detail, listing both suaportima and non- supportina facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. t' 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 D E b SCTM# 070 12 - X99 39.3 0E 2 0 2013 E. PROJECT NAME David Page&Barbara Shinn JAN 12014 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 n construction,planning activity,agency regulation,land transaction �i n� , &g ec (b) Financial assistance(e.g.grant,loan,subsidy) a in 17 t.,C I I - /, t Z' h(' h A (o D1 )on (c? Permit,approval,license,certification: 9 _Shed 2S : Nature and extent of action: Applicent proposes to renew Board of Trustees Permit No. 7247 which authoriz v,vvvi w owner to construct a single family dwelling and garage(1150 sq.ft. contact footprint 1878 sq.ft. main level coverage)attendant sanitary system,french drain(260 linear ft.),gravel drivewavand proposed shed Location of action: 1854 North Bayview Rd. Town of Southold, NY Site acreage: — 1.45 acres Present land use: Residential(Vacant) ; Present zoning classification: Residential 2. If an application.for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: David.Page&Barbara Shinn I . 'r (b) Mailing address: 2000 Oregon Rd. Mattituck, NY 11952 I , (c) Telephone number:Area Code( ) 631-804-0368 (d) Application number,if any: 7247 I I�. Will the action be directly undertaken,require funding;or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? NYSDEC, SCDHS (('QW1XW1 61 Aterto'-n 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 LWRP Section III—Policies; Page 2 for evaluation criteria. Q Yes ❑ No ❑ Not Applicable As indicated within Policy 1, "Development that does not reinfo=the traditional lames pa#fPr of the Tnwn of Snuthnid would result in a loss of the community and landscape character of Southold"_ This project is a prnpasal to an undeveloped lot with a dwelling and related appurtenances that are common to the surrounding area-Malloch is high developed. The proposal, as designed,will not result in adverse effects to the surrounding enyironmentin that it meets all required setbacks from situated wetlands. In addition,all dwellings in the surrounding area have coexisted harmoniously with the environment for years. Accordingly we believe that this project is consistent with this policy. Attach additional 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 ❑ No El Not Applicable Policy 2 is not applicable in that subject lot and the surrounding neighborhood cannot be deemed a substantial historic wd/or archaeological resources. 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 0 Yes ❑ No ❑ Not Applicable Subject proposal will not adversely impact the visual quality of the surrounding area in that the surrounding area is currently comprised of properties improved with single-family dwelling of similar, if not larger, size. The proposed dwelling will not impede line of sight through subject lot any more that it is impeded now as said lot is highly vegetated. The required clearing of the lot will actually increase the amount of visibility through suboect parcel thereby opening up more of the Town's scenic resources to public view. Therefore,this proposal will comply with Policy 3. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize Loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Subject proposal will fully comply with Policy 4 in that the location of the improvements within subject property are to be situated above the eight foot(8'-0")elevation contour which will provide ample protection during a severe storm event. Native vegetation will remain around the periphery of subject parcel offering further protection against erosion. Accordingly,the proposal will not result in any form of loss of life, structures,and natural resources from flooding and erosion. 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 0 Yes ❑ No ❑Not Applicable Subject proposal will comply with Policy 5 in that the prop_ea will utilize public water as well as to utilize on efficient sanitary system,which will be compliant with the requirements of the Suffolk Countyimpartment of Health SPrvirps Accordingly. no adverse impacts to either the water qualily and/or water supply of Southold Tnwn are antici a;tPd_ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including q tY s3' g Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. n ❑ ❑ Yes No Not Applicable Subject proposal will comply with Policy 6 in that the proposed improvements are designed to meet the environmental guidelines and requirements of both the Town of Southold Board of Trustees and the New York State Department of Environmental Conservation and consequently,will maintain the integrity of the surrounding ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable Subject proposal is not applicable in that theproposal is simily to improve subject property with a reasonably sized single family dwelling with related appurtenances. Accordingly.this proposal is not applicable wilh thiso�y Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Subject Proposal is not applicable in that the proposal does not involve disposal and/or transportation of¢nim waste hazardous waste,toxic pollutants or petroleum products. 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. ❑ Yer—] No El Not Applicable Subject proposal is not applicable in that the proposal is not situated within a property containing or having the potential to contain, public access to coastal waters, public lands and/or public resources within the Town of Southold. 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. ❑ Yes ❑ No Q Not Applicable Subject proposal is not applicable in that the proposal does not involve a water-dependent use(i.e. marina, aquaculture, etc.) Attach additional sheets if necessary j 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. ❑Yes ❑ No 0 Not Applicable Subject proposal is not applicable in that the proposal does not involve any form of marine resource management (i.e.commercial fisheries, recreational fisheries, aquaculture, etc.) 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 evaluation criteria. ❑Yes ❑ No E Not Applicable .,Su�Ject proposal is not applicable in that the proposal does not involve agris;ultural lands (i_e_the ranversion of farmland the estahljshment and/or maintenance of the new coastal agricultural production, etc) Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Suboect proposal is not applicable in that the proposal does not involve the conservation of energy resources on a commercial level andlorthe promo ion of aljemative energy sources. proper mam iniPpanoe of fuel storage facilitips and/or the extraction of mingral extraction. PREPARED BY Barbara Shinn TITLE Owner DATE ,utas: J e•e aea lm.oN F p eea aec.No.aea x<.M 3MTLN uxe .i -'•W _T�'1______�_ + m x.l�el 1 ,YElt ll•L b. 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N w N« w N twwd • a twwdronxa• „ 1 • 'INE e��... —�— pti "" _ - �••�• --~_ •••'• _-_-°-_- w Nance COUNTY OF SUFFOLK © K o touiNroto BECT*NNO Real Property Tat Service igwwy v _ 70 p•... u .. n., . ___ --.-_ ru.--w-- vwlns�R s+roa� � w w'errrtro 1000 e110wENTV 3NI Ji t I' t t3 .. _. oaf• ... .- - I Board iSouthold. vm Trustees SOUTHOLD. NEW YORK < L ` PERMIT NO. ..3815..... .. ........ Q`4 : ISSUED TO ._..Xd.Wa�rd...i;Cr8ue........__...._ . .....;.t: , ...._. ...._.__ ...._. , ltit [ t� DEC 5 .2012 L Pursuant to the provisions of.Chapter 6.15 ofFiie:Barra """ ` •the State•of New YoA,.1$93; ani chap. r 41a.Lv[..tW_f wt*f-tt 7 t to w .195 So tof T Orel'irisnce ae= • S a of Now fork 2;.and thi. uth d own -titled."REGULATING AND THEpj.A► OBSTRUCTIONS GING CSF. IN .ANIS ON TOWN 1W�kTSRS ANO'PUBLIC LANDS. and fhe:. YA FROM` _ REMOVAL S GRAVEL- � OTHER MATERIALS ji• ,. :u.. LANDS-UNDER TOWN WATERS- ant! :in accordance:wifh.tlre: ' Resolution of T-he Board adopted at.a meeting held on :Sept,.... li..... .19..8.9•.-, and in consideration of fhe wan of .S......................::.....- paid by, ..................................................................................................................................................._................. �) Of ................._............................................._..................... N. Y. and subject, to tire. Terms and Conditions ilsted on. the reverse iide: .hereof, of Southold Town Tru:fess authorizes and perWh the:: Rowing: ; k t .; To construct 4' X 20' fixed.dock, 4' X 16, ramp, :two 61 X 16' floats, install 9 pilings on property located on R.O. V. off North Bayview Road; Southold. i. all in accordance with:the detailed specifications as presented in g the originating application. l 1. IN WITNESS WHEREOF, The said Board of Trustees here-by causes its Corporate Seal to be affixed. and thesepro to i be subscribed by a majority.of the said Board as.of this date. �rF ...._- j . ......__.._. t' S� s.° FAA apR HAP 01 D�1 rurr:arc c.� PuRPQSz: PR1vA.T.E .3,sA-r LOCA A U JAc a N T 4c.+,V.R S N r t � ,.y / � S FcbArs ti Y o 3 J / J c; i j L c� Ir �l ".ss Pio Po s�o Door �,e o � o ti Goo,S6 CREEK a?` SouTHosp I At Y. OFFICE LOCATION: ���$oUjy MAILING ADDRESS: Dy`► O Town Hall Annex i �Q P.O. Box 1179 54375 State Route 25 411 4 Southold, NY 11971 (cor.Main Rd.&Youngs Ave.) H S � Q Telephone:631 765-1938 Southold, NY 11971 i0 Fax:631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jim King, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: February 17, 2010 Re: Proposed Wetland Permit for EDWARD FERGUS SCTM#1000-70-12-39.3 Suffolk Environmental Consulting, Inc. on behalf of EDWARD FERGUS requests a Wetland Permit to construct a single-family dwelling and garage 3,725 sf., decking 600 sf., detached garage 288 sf., French drain 160 If., attendant sanitary system, gravel driveway and public water. Located: 1854 North Bayview Rd., Southold. SCTM#70-12-39.3 The subject parcel is located in Flood Zone X. 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 proposed action is CONSISTENT with the denoted following Policy Standards and therefore is CONSISTENT with the LWRP provided the following: If the action is approved, to further Policy 5: Protect and Improve Water Quality in the Town of Southold and Policy 6; Protect and Restore the Quality and Function of the Town of Southold Ecosystem it is recommended that a minimum 30 foot natural vegetated buffer be required. NATURAL VEGETATED BUFFER--a land area of a certain length and width where existing vegetation occurs prior to the commencement of any grading or clearing activity. Vegetation shall be maintained to achieve a minimum percent ground cover of ninety-five (95) percent. To achieve the percent ground cover indigenous, drought tolerant vegetation shall be planted. Survival of planted vegetation shall be (ninety)90 percent for a period of three (3) years. Maintenance activities within the buffer are limited to removing vegetation which are hazardous 16 to life and property, trimming tree limbs up to a height of fifteen feet(15')to maintain .viewsheds, replanting of vegetation and establishing a four foot (4')wide access path constructed of pervious material for access to the water-body. OaDNoox.A 1 P.cx.;ltD+ 'iJren. F.ca:nr aa.i:.ek';TMuwar Yp:Mnx Figure 1. Subject parcel. The following best management practices are also recommended: 1. Require that the driveway be constructed of pervious materials. 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: tori Hulse, Assistant Town Attorney yyp�r r d o A Al j,� , y, � � q �� �Ly,j'. � .. �.,� ,,.tom• , y e. 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A F. �; •,e, ' �„y np ';� .!��71df p'• § 3 '�: S � � ,,FIs a x h'o�` •� k �' .�'.s �''' ^,,p ;�,�'. y+ E s xF James F.King,President .4f soujy Town Hall Annex 54375 Main Road Bob Ghosio,Jr.,Vice-President P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer Telephone(631)765-1892 Michael J.Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2012 Mr. Jason T. Poremba Jason Thomas Architect 375 David Whites Lane Southampton, NY 11968 RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAYVIEW RD, SOUTHOLD SCTM#70-12-39.3 Dear Mr. Poremba: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 22, 2012: RESOLVED,that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#7247 to decrease the size of the sanitary system and relocate the shed to a more conforming location; and as depicted on the revised survey prepared by John T. Metzger, last dated August 17, 2012 and stamped approved on August 22, 2012. An other activity within 100`of the wetland bounds requires a permit from this office. Y tY boundary q This is not a determination from any other agency. If you have any questions, please call our office at(631)765-1892. Sincerely, o� James F. King President, Board of Trustees JFK:amn 7 W".5.son Rr"oNs) SURVEY OF PROPERTY om'.,2� .mi... ,1R1.) AT BAYVIEiP OCT. TOWN OF SOUTHOLD D1M'� OCT.6.2= ('� i» SUFFOLK COUNTY, N.Y. N * �' OCL 7 AFM MI201(11EPL�OT:' ) 1000-40-12-3 3 AlNE 1.2012 ywt arStE)w xEwn SCALL 1'--W /4 2b11(fAMTARY REM9I7N)!M OEaIaN) MIRLIARY 2004 �2- `Y/Y� ,MLY 14,2012(NEW SAMTARY 1 "<• .Y VE'� A MW 17.2m2(REVISED 91rtFER oEsalrnONl dW= a aDOD lswakn WIN. ISOt R Baas les weae++ 0e74.ewe,PAF h--)4 A\ 2.2 j-RevIaDNAI)LATH) MA�2004 nsd)Is) z jg m a a i — I 1'RLPOBt<D QPADMVO PEAR _my a fumv AM ..... K � _\ dt FRENcr1 GRAM/DETAIL w 5••Jij eI,._ � PROPOSED C lEC110N 4 FRNIOH DRAIN (leo•0 x1A'>t1s7 (]6 7L AREA OF WETLANN DS-3„362 S0. FT. PROPOSED SEWAGE dSPOSAL SYSTEM(2 BEDROOMS) - 63,302 SO.FT. - 3,362 SQ. F'. 59,940 SQ.FT. tt� �\ Wry ..`r 4�'e'ATa. h4 5 J'DEEP LEACHING POOLS WTH J'SAND COLLAR LOT COVERAGE 3,226 S0. FT. �. ney�� 1,000 GALLON SEP 7C TANK PERCENT LOT COVERAGE 3,228 /59.940�5.41C ` sorrow OF LEACHING POOLS TO DE 2'ABOVE GROUND NA7ER APPROXMIAmr 152 cu. R. OF FILL REWIRED. 4` u� SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: EDWARD ARMUS ENGINEERING 36 DEER RUN TEST HO DATA p WATERMILL.NY 11976 0� I�� p �pE((�� -___�,ro•AN144,roeaM.r sve le T\�� ti `` D E C E 9 V F) sAwry aAr aNaNe>o Y►. AUG 21 2012 ams.srn s ---- d vara N auxr amo ae A7P7y g� e1w wf�NN w,Ne w na,N ese sr `�.� wloeAeNr uroY ese: [�_ ���� Lid _{MA6'V1 IOM -- IJ wnv w,�.N mMr sw s 141.11 . APPROVED BY W BOW OF TRUSTEES TOWN OF SOUTHOW FLOOD ZONE LINES FROM FIRM 36103CO166 G MAY 4, 1996 Q/aE ELEVATh7NS REFERENCED TO N.G.V.0. �P,1£eFNG.i70 CE ! STRSI Nn 00Ibmdler with STANDARDS FDR APPROVAL A 0 C.PAGE T0: AND CONSIRUC)ION OF APFACE SEWAGE DNC DISPOSAL SYSTEMS FOR SINGLE FAMR.Y REVDENCES BARBARA TLE and NIM abide by Me conditions ae(forth Brewin and an Ms STEWART TITLE INSURANCE COMPANY I a permit to construct k the loaotkn of wets end cesspools shown hsrsbn on 'Qy�a 4:110 Ron JWd observations and or*vm doto obtahed Nom alhers. ANY IERAMII OR AVON” NO SLNMIY Aa A 1%AMIN M S N0. 16 496 ,LL OF MCMV 7208 OF RIE I"YM STAR:EDU AMN UK CQNIC YOR$P.C. VWr AS PER SEMM 72aa-ANPI 01W a.ALL GIMAR MONS (631) 763-5020 FAX(651)765-1797 nUMM ARE VALO row 1Ns srAP AAV coAEs R/BeEaF GMY s' SAN NAP OR CDAES BEAR RiE ae4EESSED SEAL a IhE SGRNI'rp1 P.0.BOX 909 oro%5001 n APPEARS HEREON. ®-DRY WELL 1230 TRA 6E'LER STREET AREA-63,J02 SO FT. I-LATH SEr ®— PROPOSED CONTOUR SWTHOLD.N.Y. 11971 04-108 TD 77E LINES •-RETLAND FLAG Jill M.Doherty,President *QF`�UTTown Hall Annex Bob Ghosio,Jr.,Vice-President ti0 54375 Main Road P.O.Box 1179 James F.King Southold,New York 11971-0959 Dave Bergen � Telephone(681)765-1892 John Bredemeyer Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 16, 2011 Jason T. Poremba, R.A. 375 David Whites Lane Southampton, NY 11 p 968 RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAIMEW RD., SOUTHOLD SCTM#70-12-39.3 Dear Mr. Poremba: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., November 16, 2011: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit#7247 to revise the previously approved single-family dwelling footprint, decrease the size of the sanitary system, and relocate the shed to a more conforming location, as depicted on the survey prepared by John Metzger last revised October 7, 2011, and, BE IT FUTHER RESOLVED,that the Southold Town Board of Trustees APPROVES the One-Year Extension to Permit#7247, as issued on February 24, 2010 and Amended on November 16, 2011. This is not a determination from any other agency. Sincer ly, $A Y� Jill M herty, Presiden Boa of Trustees JMD:Ims SEPT. 6,2006 REVISIONS) DCT,1:+,2008 REPLOT NSE.) SURVEY OF PROPERTY N ry° DEQ;37;W7 DRAIN.CONTOUR.FIS OALc.) AT BAYVIEW ZIP 2007 DR"ELLS) TOWN OF SOUTHOLD a APML 10( NAMONS) SUFFOLK COUNTY, NY e'- OCT. 7� PLOT S1000-m-12-39.3 SCAI,1•~ l -=50' -� FEBRUARY 20, 2004 ¢t JANUARY 6,2005(Rovaimns) FRENCH DRAIN DETAIL 1 +a q,z SFPTE3IBER 92005 lLx. wetlands r1oQa rsvfas Prop. house) .� E� FOV. 9,2006(RN9CN5) C FEB.2, 2006(ADDITIONAL LATH) MARCH 22, 2006(ADDITIONS) ••��%b 2 MAY 16, 2006(REVISIONS) •::::'°�i a g PROPOSED SEWAGE DISPOSAL SYSTEW (2 BEa22WS) •,.:•rpt.• •,r �' xC• 5 2'DEEP LEACHING POOLS WITH 3'SAND COLLAR lj 1,000 GALLON SEPTIC TANK PF FRENCH(160's Otis I �rr a, BOTTOM OF LEACHING POOLS TO BE 2'ABOVE GROUND WATER (360 a, k.) ft > I rat AREA OF WETLANDS-3„362 SQ. FT. it -t SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY' E 2 f� 2 1�p 63,302 SQ. FT. - 3,382 SQ. FT.'=59,940 SQ. FT. E ` JOSEPH ISCHEM, P.E. C iS � U E J HOB OAD LOT COVERAGE 3,228 SQ. FT. \ SOUTHOLD, N.Y. 11971 +� PERCENT LOT COVERAGE 3,228 / 59,940=5.48 \ (631) 765-2954 l:� OCT 2 0 2011 -I ro \ APPROXIMATELY 152 cu. ft. OF FILL REQUIRED. N 1101* \\\ GRADING PLAN 4' AFAVOM - °orthnoelo"n r y 'i(;+1°r N OF SOUTHOLD ` E \ sBy error yw 0 AO)' \ L Ir Avavm a,,ar d 11• RTC els i E I f )b/11 t yawl �' \ L17Okj•�, .: •v it a si ` d as• sz `�GE \ mawr CERTI D T0: `t; ,a << nem \ TEST HO DATA d-jr a 940 r Im DAVID C. PAGE ti fi$ : dor am BARBARA SHINN /� l� T ` �"r STEWART TITLE INSURANCE COMPANY - � �'•; 9. ,Imw,u TO caAfrsc.s+No ss ®-DRY WELL 0. ® —PROPOSED CONTOUR 4` � � ® Q� ® � ---- � wnraAratAawam aAWY94M X 19 as' FLOOD ZONE LINES FROM FIRM 36103CO166 G MAY 4, 1998 ,o VIM w aArer sne se ELEVA77ONS REFERENCED TO N.G.V.D. Id \\ ® ® $ ---- r 1"mww Wool we am I am fornftr with the STANDARDS FOR APPROVAL AND CONSTRUCRON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES f \ `--'�� Ir wtum w us arr aAWY sZ and will abide by the conditions set forth therein and on the q' A �, permit to construct. OF Re!w 7he location of wells and cesspools shown hereon are ,o. �P S.Me'T>p'Q� Ir�r,N rev"m rnuae swo s• from field obserwtIons and or from data obtained from others. ANY ALROV naw OR AD0 NEW TO nos IA IE Y Is A Nd ARaw Gb,_ 7fJj�y . . Q arr_hff�r WnAPW a IFA 0014MM Y ��' * r4 ' I” or sE>TIaI 72os OF iH£NEw rant SIA IE EOUCATKW LA V4 v�t`�' excaor AS PER SEQDON 7209-RAVWSM Z ALL OMMICA77ONS k' �� � w oaray rms k hA, LIC. NO. 4961 HEREON ARE VALID FOR "05 AAP AND COPIES MREOF'ONLY IF - ! VEYORS P.C. SAID MAP OR COPES BEAR THE 111OWSSSEID SEAL OF THE SUR46'1171R /?� .. •-•. NHOSE SIOVAILRE APPEARS NMEW 7B. "" " Ideaur ilL ) 765-5020 FAX(631) 765-1797 . . BOX 909 N82�5 .._ lA►uo 1230 TRAVELER STREET AREA-0,302 SQ. FI: #-LATH SET 14f,11 - 04-108 TO TIE LINES ♦=WETLAND FUG "4r SOUTHOLD. N.Y. 11971 Jill M.Doherty,President Qf SO!/ry Town Hell Annex James F.King,Vice-President ,`O� ��, 34375 Main Road P.O.Boz 1179 Dave Bergen l Southold,New York 11971-0959 Bob Ghosio,Jr. ems„ John Bredemeyer • Telephone 765-1892 Fox(631)1)76 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 18, 2010 Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. P.Q. Box 2003 Bridgehampton, NY 11932-2003 RE: FERGUSIPAGE 1854 NORTH BAYVIEW RD., SOUTHOLD SCTM#70-12-39.3 Dear Mr. Anderson: The following action was taken at the Southold Town Board of Trustees Regular Meeting held on Wed., August 18, 2010: RESOLVED, that the Southold Town Board of Trustees APPROVES the request for a Transfer of Wetland Permit#7247 from Edward Fergus to David Page, as issued on February 24, 2010. If you have any questions, please contact our office at(631) 765-1892. Sincerely, Jill . Doherty P ident, Board of Trustees JMD:Ims i BOARD OF`SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT N0.7247 DATE:FEBRUARY 24.2010 ISSUED TO: EDWARD FERGUS PROPERTY ADDRESS: 1854 NORTH BAYVIEW RD..SOUTHOLD SCTM#7042-39.3 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on F iu y 24.2010 in consideratiot}of application fee in the sum of$2".00 paid by Edward Parnas and subject the Terms and.Conditions as stated in the Resolution,the Southold Town Board of Trustees authoriz and permi the following: Wetland Permit to construct a single-family dwelling and garage,3,725 sf.,deckla 600 sf.,shed 288 sf.,French drain 1601f.,attendant sanitary system,gravel driveway an public water,with the condition of a 50' non-disturbance buffer,the installation of gutters,leaders,and drywells,and.the French drain is maintained in accordance with Chapter 236-Stormwater Management of the.Town Code,and the instootion.of a line o staked bay bales prior to construction activities and maintained throughout construction and as depicted on the survey preparedly John T.Metzger last dated October 6,2008 and ttttn> d approved on February 24,2010. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, WW these presents to be subscribed by a majority of the said Board as of this date. ti Bobs o — Na Joh: Bredemeyer — Abstained SURVEY OF PROPERTY AT BA YVIEW ` TOWN OF SOUTHOLD FEB -9 2610 : SUFFOLK COUNTY, N•Y, tww c� 1000-70-12-39.3 �i 0" n SCALK 1=50' EI1K:Ft GRAN DETAL FRFEBRUARY 20, 2004 rernlalS- ✓ANt/ARY 6` 2005(RoWelms) e+•e a C �`� r SEPTEMBER A 2003(LOC. Mruands bags•re,fse prop. horse) �e•e eo e •ee•:u•�� 2 ( �t E 70 �rdtor:I.n //alb) e o•� Z2 2uOL +'COARSE•,e O i 7 (.."vl.> t Aia7'rs,above frerrJlw"Vbt+tren�� GRA �VEL. PROPOSED SEWAGE DISPOSAL SYSTEM Sept. 5, Yon&(revrjre 14) I 9 LEACHING POOLS WITH 3'SAND COLLAR DEC 19,zoos r'"ENa/MAW APPROVED BY 191 1,500 GALLON SEP77C TANK(ior/r 3'eA.ep). �2 eoNrouR,ritL ute.) PROPOSED CROSS SECTION FxtENCytt > I BOARD OF TRUSTEES BOTTOM OF LEACHING POOLS TO BE 2'ABOVE GROUND WATER" DRAW l8�'+1.5 x1.5'1 I > (SEPT. Il, 2008 Spot elevahonsl ( 360 cu /l.l TOWN OF SOUTHOLD SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN 8Y: s1r�cL 0{ wef/pnr,( snc i \ ,r?•,f� JOSEPH F/SCHEr77, P.E. 93��sq.ft roscr Z —a'y' to NN HOSART ROAD 65,302 y�} _ 3562= 3g9y Ft = o SOUTHOLD, N.Y. 11971 (631) 765-2954 Lot cover ^' �' N I (� Al, \ APPROXIMATELY 152 cu. ft. OF FILL REQUIRED. 4la/31g 9,94.0 z y77o /�`✓�y \\ ti GRADING PLAN FSE R \\ Ar.a.,e "C 0y?per AAPMOVW or' rip r" \ 5�9�• o t ' �'♦ QD�. c yrs R \ L r+aposDo t11Aar a N AL A"r • a -�T/C` '�G- \ ` !e' t6 Sei+reIL rOLCAD" /1'san« fo//a.• rs- IL I&,wme W cc te' I ZOIVQ X E r E `�O0 TEST HOLE DATA •9J SPOT ELEVA770N p0, ,t leM L ro��g-[/er SAA/OSP NOTES SUMP PUMP 2� '• '� � e tr �' r �- prep Con/oar l/2 M°ZOLLER PPED TO \ -o •r t��_ ` a ar LOAMY SAM ®•p—P el. ROOF DRAW \': ' e Q + --__ ro• MMXW M COARN SAAB SW rr 1• es 1 ,e .; *H- i..e Ii ye e' !o ` 1 ---- •• SAAOr CLAY.dtMNC ro A\ •9` + ,�•ri� •1.4• • µY• ! FLOOD ZONE LINES FROM FIRM 36f03C0166 G MAY 4, 1998 �'. CLA1EY SAAB SC ELEVATIONS REFERENCED TO N.0 V.D. '�`v.•` L !. '� ' $ 'AMP N auxr SAro SC I am familiar with the STANDARDS FOR APPROVAL •+"r ---- r AND CONSTRUCAON OF SUBSURFACE SEWAGE 'z ,�„�.► MR*N raw we ON DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES sp " �__-tel-r d .•c ____ �r and will abide by the conditions set forth therein and on the SC The �I a A, ` r 1 MA W?N aKY 4A Wr SA54Wpermit to construct The location of wells and cesspools shown hereon ore _.. �.rt ' from field observations and or from data obtained from others. pFNEN,r ANY ALMRA710N OR ADD17ICN TO THIS SURVEY IS A NOLAITON 4,, b�,�f 1 I MARW N/KpW O OF MC VON 7209 Or THE NEW YORK STAFF EDUCATION LAW - QQ S 'S�s�Y tear a<wEnAAos AS ags�1wlm IY N -P-/l lr 'OZa Z0� CMIEPT AS PER SECTION 7209-SUB&W50V 2 ALL CER MCA17ONS "`` TAt cgrstn+c v I t/EREON ARE VALID FOP R//S MAP AND COPIES THEREOF'ONLY AF e,SW MAP OR COft-S BEAR IW AARRE= ON AMY ZZ MOS N * 9618 �SKAMAIVRE APAPPEARS NDVLrtW SEAL oK INC Sf/R4EYOR 7? `` , air 1ECONJC A GCA—0 7 Inn ,+n r•� �. 7,78 e,...w /c+• •rr.c .. J. James F.King,President :i01) T.Ivvil hall 530'9"5 Route 25 Jill M. Doherty,Vice-President P.O.Box 1179 Peggy A.Dickerson 'Southold,New York 11971-0959 Dave Bergen Q Telephone(631)765-1892 Bob Ghosio,Jr. I Fax(631)765-6641 BOARDOF TOWNTRUSTEES TOWN OF SOUTHOLD November 19, 2008 Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: EDWARD FERGUS I&VA NORTH BAYVIEW RD., SOUTHOLD SCTM#70-12-39.3 Dear Mr. Anderson: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., November 19, 2008: RESOLVED, that the Southold Town Board of Trustees grants the last One-Year Extension to Permit#6302, as issued on February 15, 2006 and Amended on February 14, 2007,and, BE IT FLITHER RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Permit #6302 to amend the septic system and include additional drainage to comply with the drainage code, and as depicted on the survey prepared by John T. Metzger last dated October 6, 2008 and drainage plan prepared by Suffolk Environmental Consulting dated September 26, 2008. This is not a determination from any other agency. Sincerelh Jameh. King, President Board of Trustees JFK:Ims Drainage Plan for Edward Fergus N�RTyRA situate:North Bayview Drive Southold,New York 3 R�� SCTM#1000-70-12-39.3 Zt Prepared by:Suffolk Environmental - Consulting.Inc P.O.Box 2003 Bridgehompton,New York 11932 (631)537-5160 Date: September 26,2008 "- 10ARtD OF 7;,- Scale: i°=40' 08i � rc+ tD Site t H- -"--'j Lot Area=63,302 s.f. �rkf:7:4;Y-/�,FlA3t "J'.iK 5tnxtuai Coverage(Dwelling deck,shed footprint)=4613 s.f. Drainage Pb^based on survey by Pecanoic 5unveyors,P.C. lost dated 10/30/07 on file with the Southold Town Building Department c Ct0ARSE•e a ro °SRAY° Droinoae Prooased• S . Four(8'x Y)cylindrical Precast concrete drywells 101 c f.capacity each PROIPOSM CROSS SECTION FRENCH French droit,(I60'x1.5•x1.5) DRARV f 1 6*xcofl.S l 360 c.f.capacity Desian criterion: 2 4rch roGnfell-0.167 feet Drainage required=4613 x 0.167=309.1 c.f. Drainage provided=404 c.f.plus French Drain 1 ••,S 1 It ` Rq �djbyp, 1 i ••A;4)zft TEST HOLE DATAvf rrtoelr w caw eere ex a�rrr awe tc nze' 1~ ..•.. • .... . . wax w an,rr suo v �.. 121.E• •,�.. ..�.. ...,a. ..,�. GOOSE CREEK 1411' i A••.r(4 YI:XI•lil i:rnwC NO 9' F so U Town Hall James F.King,President 0 O�� jjyO Jill M.Doherty,Vice-President 53095 Route 25 P.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen N Bob Ghosio,Jr. Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 12, 2007 Mr. William J. Lohn Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 RE: EDWARD FERGUS 1854 NORTH BAYVIEW ROAD, SOUTHOLD SCTM#70-12-39.3 Dear Mr. Wilm: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 12, 2007. RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#6302 to revise the footprint and location of the proposed dwelling, which dwelling will be located 80' from the situate wetland boundary; reconfigure the proposed sanitary system; and relocate the proposed shed 82' from the wetland boundary, and in accordance with the plans prepared by Peconic Surveyors, P.C., last revised on October 30, 2007, and received on November 1, 2007. BE IT FURTHER RESOLVED that the Southold Town Board of Trustees grants a One- Year Extension to Permit#6302, as issued on February 15, 2006. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. Ii • • e� Board Of Southold 'Town Trustees SOUTHOLD, NEW YORK , SCTM#70-12-39.3 PERMIT NO. ... DATE: ...Feb...15..._2.R06 i. ISSUEDTO .._........,.EDWARD�FERGU..._........._. _..._........_._.__._____.........._..._.._ Pursuant to the provisions of Chapter 615 of the laws of the.State of New York, 1893; and Chapter 404 of theLaws of-the 14 • and the Southold Town Ord nee on- -fit of New York 52, ina -titled"REGULATING-ANO THE.PLACIMG.OF.OQMt,EC, N$ IN AND ON TOWN WATERS AND PUBLIC LANDS �and'-i6. REMOVAL OF SAND, GRAVEL-OR OTHER MATERV-Eflh� LANDS .UNDER TOWN'WATERS;'. and is accordaw Resolution of The Board adopted at a meeting 6W on 200b... and in consideration of the sum of $....25SLQQ....... paid by ....... Edward_Ferbus...__......-.-..._................._._.._-•--.---._-__.... . _ __ ------ of ._-of ................ Dix Hills._ _.. .......... N. Y. and.-subject to~fhe Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits fire following: wetland Permit to coitstrud a single-family dwe&V,covered parch,attached deck,attached garage,sanitary system,and shed,with the condition drywells and gutters are installed to contain Em roof run-off,and a line of staked hay bales is installed along the so,non-disturbance buffer during consbvcbw.as all depicted on the survey prepared by John Metzger last revised March 22.2M. all in raacordance with the detaUd specifications as presented in Jhe originating application. IN WITNESS WHEREOF, The said Board c6f Trustees here- by causes its Corporate Seal to be affixed, and f se presents fo be suiiscribed.by a majority of the said Board -as of this lofts. Peggy Di Arson(Absent) Trraida t r �, SURVEY OF PROPERTY N �� AT BAYVIEW TOWN OF SOUTHOLD t� SUFFOLK COUNTY, N.Y. A040 1000-70-12-393 BI * scmx' 11-50, APPROVED BY I I FERWARY 24 2004 BOARD I JANUARY 6. 2005(Roosi-A) OF TRUSTEES a t}i SEPTEMBER 9, 2005(Loc. wetlands flogs. r#Wsf prop. house) TOWN OF SOUTHOLD Feb.2, SO 04 i, I/�h) N Io DATE E4 Mar. it, tooataobA-r,�,�) PROPOSED SEWAGE DISPOSAL SYSTEM �4 I 6 LEACHING POOLS W►TH 3' SAND COLLAR I� 1.200 GALLON SEPTIC TANK \ I rcw BOTTOM OF LEACHING POOLS TO BE 2' ABOVE GROUND WATER < I s • ,� � � SUBSURFACE SEWAGE DISPOSAL SY51EM DESIGN BY.• �i JOSEPH FISCHETA. P.E. it Arca o1 weflo-net = 8'�<02 sq. SIR HOBART ROAD �3•'jo 2�9.�l- 3,e-Z- 699 4o e�.lrt \ (0 765-295411971 a \ APPROXIMATELY 150 cu. ft. OF nu REOUIRED. MAR 2 S 401Co Ct-*-eB r g36o Sq,f� a �I •� N/per 6 \ GRADING PLAN F f r Ar►Ra`aG O�c !ovtro•4s: 34G/8 9,f4.0 a 97o rr.n rs'-e• vME PIE ` S6g�, Olt�l Y \ \\ ARnasED GRADE Cl-V n DIG' 1� � o � \ ad 1rt LL roto wf T ---•M-r-- so --=- T - oRouMDAwmt 1 o T -- ** n ze' i► �' ` � ZON4 X ave/;r ��\:rrrr' 0p. \1 TEST HED DATA 1 1� ct.,v v^h� Gar LGVYwm . lU �\�'•t' b `(V E�'t .a�� �'4. 1 mEr MRMW TO COARSE SAND SW 'aR•rj•WGI/ V. \ , q •\` .� <YJ,j,.1 1.>4 DIT �~ _�• tr:t ` ---- <. SANDY CLAY ORADW?0 ° y # ` .c e Gum SAND SC FLOOD ZONE LINES FROM FIRM 36103CO166 G MAY 4, 1998 R rX% �; �sC4e� �5. c•os�MMVINnA1ErSANDtt ELEVATIONS REFERENCED TO N.G.V.D. �� 8 �"'-• g --- EL t: fes )R_ �<,? _ f. I am familiar with the STANDARDS FOR APPROVAL ^� WA WV N MON"foG°" AND CONSTRUCTION OF SUBSURFACE SEWAGE S -_. d y�ie i __ for DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES WA IER IN MY DIA 1E1 s and will abide by the conditions set forth therein and on the permit to construct. ��. '� f►AA�i wr , a' rJ I.Me The location of wells and cesspools shown hereon are from field observotions and or from data obtained from others. , bE,� l _e * At ANY ALIERA170N OR AD0I170H TO AHS SURVEY IS A WOLA17ON /� �7Y,1' �' EDGE Or NrRAAO!As GnfTAfM er of SECAON 7209 OF THE NEW YORK STATE EDUCATION LAW. ••.\. 'k d? V4. ON Alt V ZZ� A,tt TAMttnMc �• EXCEPT AS PER SECTION 7209-SUBMW90N 2 ALL CERTIFICA BONS �'f�DCw• HEREON ARE VAUO FOR IVIS MAP AND COPIES "HEREOF ONLY H' ^ �� y' WHOSE SIGNATURC APPEARS HEREgVSAID MAP OR COMES OCAR THE pESSEO SEAL OF THE St/RYEYDR V 7?�7e� ... AAAA.., NOW 1)N765-502 t -1797 I. P.O. BOX 909 AREA-63,J02 77E2 SQ. FT. x=LATH SET n N82 w `° 14111 123o TRAVELER STREET 04-108 TO T1E LINES •=WETLAND FLAG * SOUTHOLD, N.Y. 11971 i SEPT. 5, 2006 REVISIONS) SURVEY OF PROPERTY OCT. 13, 2006 REPLOTFRENCH HSE.) A T BA YVIEW DEC. 19, 2006 FRENCH DRAIN, CONTOUR, FILL CALC.) ' OCT. 17, 2007 IREPLOT HSE.) OCT. 30, 2007 (DRYWELLS) 07 D DRIVE SEPT. 11, 2008 (SPOT EL.S) TORN OF SD UTHOLD N �r OCT. 6, 2008 (REVISIONS) SUFFOLK COUNTY, N. Y. �- '�YQlj APRIL 20, 2010 (CERTIFICATIONS) Q�N S68, fi.T,� OCT. 7, 2011 (REPLOT HSE.) 1000-70-12-39.,3 ��9lS` ? ?O" '�� JUNE 1JUNE 5,22012012 ((SANITARY NEW ARREVIS ON)M DESIGN) SCALE.' .I'-50' s '�8' 'Y�,f� JULY 14, 2012 (NEW SANITARY SYSTEM DESIGN) FEBRUARY 20, 2004 Gtr AUGUST 17, 2012 REVISED BUFFER DESCRIPTION JANUARY 6, Q Q�� ( ) SEPTEMBER 9,005 (Revlslons) I 2005 (Loc. wetlands flags, revise prop, hduse) \�C NOV. 9, 2005 (REVISIONS) FEB. 2, 2006 (ADDITIONAL LATH) " D.J'w MARCH 22, 2006 (ADDITIONS) I o MAY 18, 2006 (REVISIONS) z O o m CST is o I i PROPOSM GRADING PLAN "^'I ( _ twlnit ol+w TNrf tl.Tr ~ MON tin A DUTYraoPlw .ttrr.ota.rr i71 ■etttaaritea>rritt� phtrrtrr�tlnlr r I POLE , UND G�j V im( A mMMON . ' IL 6.0 mmoorw rA. aervre rC0.LAR w SIM et.aa. °1j �' a' E1PAnON TArr TAW 1, Q tr oNMETEn t' •Ow to teR KPTIC TNec ' � \ � ICTAL OPrteiwl+r+o►oou � '• a FRENCH DRAIN DETAIL I N Z \ OW 6.2 r avo r I .r ------ ----- .------------ ------------------------------------ ------ j;COARSE.� ' GRAVEL • v r SO I Z N/O # uIH.to Du►,rrell uaoel Irmo STONE I , twtrrwer trrtrraa ttwu�29I "M uan+tuno enNw r:...:': __. .-.. I `(' 6` -' FS4. - \ 1 t •MAT OP V //AWED WM►III TIM$011*0 -- PROPOSED CROSS SECTIONS69 0 w� vNfo RFA�r?p ` \ FRENCH DRAIN '1 (160' x1,5'x1.5•) JJ'W --�''\-b�O"� �t/No wry POp ,�'�.600+,9 •� �. (360 cu. ft.) �, .� 6. ; g�C BCF \ AREA OF WETLANDS=3„362 SQ. FT. 63,302 SQ. FT - 3,362 SQ. FT. =59,940 SQ. FT. ti \ (UM,r °��y._ s,y SEDT \ PROPOSED SEWAGE DISPOSAL SYSTEM (2 BEDROOMS) — C �s CR 1O, 5 �`: ~ Hcy I o c `•;�.,,, w� °RNv(Iso, µ y 5� 3'-!JEEP LE.4 C.HING POOLS WITH 3' SAND COLLAR LOT COVERAGE 3,228 SQ. 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J 9' �.” , 1S, RE _ SETT Efit 55 IV<g2"53 UN "W nE E 141.11' H WATER IN MEDIUM Tb COARSE SAND SP N� , FLOOD ZONE LINES FROM FIRM 36103CO166 G MAY 4, 1998 -- ELEVA TIONS REFERENCED TO N.G.V D. CERTIFIED T0: I am familior with the STANDARDS FOR APPROVAL OF SUBSURFACE SEWAGE DAVID C. PAGE `'`*.•"f�' • ••• `'''' ` �`' AND CONSTRUCTIONBARBARA SHINN . DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES r STEWART TITLE INSURANCE COMPANY the conditions set forth therein and on the l }�' and will abide by permit to construct. - i The location of wells and cesspools shown hereon are ! from Geld observations and or from data obtained from others. ANY AL TERA TION OR ADDI TION TO NS SURVEY IS A VIOLA TIONf M1 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. - N.Y,S LIC. NO. 49618 EXCEPT AS PER SECTION 7209–SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ECONIC EYORS, P.C. (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. =DRY WELL P.0. BOX 909 AREA=63,302 SO. FT. i =LATH SET ia -------=PROPOSED CONTOUR 1230 TRAVELER STREET . . , _ . . 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ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 4-4/ 1 2 REVISED BUILDING DEPARTMENT SET 3.8.13 To of Sub-Floor First Floor � , 14- Top of Grade BlockJ Elevation:-0'-3 3/4n Top of Ledge Elevati -1'-3 { 5/ J � mown North Bayview Road Top of Poured Concrete Floor Slab Elevation:4-8 1/8" Southold , NY 11963 Bottom of Footing Elevation:-10'-10 118" NOTES II II II II II c �� ' ' ARc 4 EAST ELEVATION .: SCALE: 1/4" = 1'-0" �, • '3485 �0Q� �O - NES I i I 00 CD IIIIIIIIIIIIIIilllllllllllll 00 Illlllllltllllllliilllllllllllllllllllllllllllillllllllll r. 111I111111111111111111111I1111111111111I11111111111111111 N 111111111111111111111111111111111111111111111111111111111 00 (IIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIItIIII1111111111I1111illllllllllllllllllllll '� 111111111111111111111111111111111111111111111111111111111 z . 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IIIIIIIIIIIIIIIIIIIIIIIIIIIII Q ./• /l2��2°�°e 111'111 11'1'I I I 11'1'1'1 1 1 1 1111 I'111 111111 11 I 11111 11 I I I 1 I I � IIIIIIIIIIIIIIIIIIIIIIIIIIIII I ti / ) L' A 12°�°eek 2 4X12 DROPPED GIRDER / - Q PILE AND FRAMING \oes _ 121R�12 I I` PLAN lti� I or .I I NO. ISSUE/REVISION DATE iR0 R o w 1 BUILDING DEPARTMENT SET 1.24.13 20 oP4E00w a 2 REVISED BUILDING DEPARTMENT SET 3.8.13 01 I I /•/ \T) / I I N I N I of C14 cli 0 N I BOG\�°/•� � •// ( a e LU / IX LU I I o c� IN aI al LU w / o 0 ° / 01 � ! O GX I � North Bayview Road /• l21/ Southold , NY 11963 NOTES / Engineering,Plans are prepared by Condon ,P.C. It Is a violation of the New York State / 9 Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Item In any way,if an Rom bearing the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by hisfher signature and the date of such / PILE AND FRAMIN �GP�L ANalterations,and a specific description of the alteration. WOOD PILE(TYP.) tz2�aj/' SCALE: 1/4" = 1'-0" •�ERED q C T. PO R ,Q t° 3485 '40 Q�" �D NES u 0 Q IIIIIIIIIIIIIIIIIIIIIIIIIIII 00 r IIIIIIIIIIIIIIIIIIIIIIIIIIIII r 111111111111111111111111111111111111111111111111111111111 N IIII 1111111111111111111111111111111111111111111111111 00 1111111111111111I1111I11111I111111111I I I I I 111111111111111 • IIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111 � 1111111111111111111111111111111111111111111111111111111I1 z IIIIIIIIIIIIIIIIIIIII111111I1111111111111I11IIIIIIIIIIIII r IIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIII I I IIIIIIIIIIIIIIIIIIIIII 00 z IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII r O IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII U Cv) CD 0- 00 - OO 1111111111111111111111 1111111111111111111111 1111111111111111111111 IIIIIIIIIIIIIIIIIIIIII U 11111111111 11111111111 HSS 4X4X1/4 HSS 4X4X1/4 IIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIII � \ m PA m P PA PA IIIIIIIIIII I I I I I I I I I I I IIIIIIIIIII IIIIIIIIIII _ IIIIIIIIIII IIIIIIIIIII U IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII r /•� � BP IIIIIIIIIII IIIIIIIIIII W BP IIIIIIIIIII Illilllllll CV e � IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII �"' �/ IIIIIIIIIIIIII11111I11 O IIIIIIIIIIIIIIIIIIIIII — �` CU Ci c) IIIIIIIIIII IIIIIIIIIII C, (0 ILO ILO P IIIIII11111 IIIIIIIIIII 11111111111 = IIIIIIIIIII _� � / @� @� aU 1111111111111111111111 � 1111111111111111111111 U — �j 11111111111 IIIIIIIIIII z LL LL i 1111111111111111111111 1111111111111111111111 N N N dIIIIIIIIIII 11111111111 N N N 1111111111111111111111 Z 1111111111111111111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII _ _ _ _ IIIIII11111 IIIIIIIIIII Q Q N 11111111111 IIIIIIIIIII Illlllllltl IIIIIIIIIII cc PA N IIIIIIIIIIIIIillllllll IIIIII1111111111111111 G � / IIIIIIIIIII IIIIIIIIIII 11111111111 11111111111 36"X 36"X 10"P.C.FTG. 36"X 36"X 10"P.C.FTG. 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PA PA PA PA� BP W ' BP BP B I 2 To W . w FIRST FLOOR I I � o � N m a l FRAMING � a Z / 2X10 P.T.LEDGER WITH 5/8" / a . THROUGH BOLTS @ 16"O.C. �6,, /'/ I I f I I I v I NO. ISSUE/REVISION DATE STAGGEREDED O / 1 BUILDING DEPARTMENT SET 1.24.13 O 2X8 P.T. DJ @ 16"O.C. I I_ 2 REVISED BUILDING DEPARTMENT SET 3.8.13 / I (2)2X8 P.T.DJ @ 16"O.C. PA j / I I PLANTING BEDS PLANTING BEDS PLANTING BEDS / ppS / G��ps North Bayview Road FIRST FLOOR FRAMING PLAN Southold , NY 11963 1 Q�N�\NGgEpS // SCALE: 1/4" = V-0" N O T E S Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item In any way.If an Item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. ED ASC' PO Y, O 3485 '40Q� 0F NES 00 IIIIIIIIIIIIIIIIIIIIIIIIIIII 00 r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII r IIIIIIIIillllllllllllllllllllllllllllllllllllllllllllllll N IIIIIIIIillllllllllllllllllllllllllllllllllllllllllllllll 00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illlllllllllllllllllillllllllllllllllllllllllllllllllllll r z IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII � '� IIIIIIIIIII IIIIIIIIIIIIIIII 3.8.13 IIIIIIIIIIIIIIIIIIIIII I I IIIIIIIIIIIII 00 z IllllllllllIIIIIIIIIII O IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII1111111111 r IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII M IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII (fl �-• IIIIIIIIIII UJIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII C IIIIIIIIIII IIIIIIIIIII G IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII II, IIIIIIIIIII Illllllllllllltlllllil � ' IIIIIIIIIIIIIIIIIIIIII Q. 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M co o (2)1 3/4"X 117/8"LVL x is w13 v o M O Z � p ❑ PA ov = N LO ? HSS 4X4X1/4 a LO (2)13/4-X 117/3'LVL Cl) W ( )3 2X6 POST 1a PA v Z ~ 1��"*NN1 W UP - _ SECOND FLOOR iw FRAMING 2O� ° co 3-1 (3)2X6 POST C ,AC` HSS 4X4X1/4L ;w NO. ISSUE/REVISION DATE y �, 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 °° 2)1 314"X 11 7/8"LVL W10X60 V=15K (2)1 3/4"X 117/8"LVL & `� ) -314"X 117/8"''L�/L X rn, W O c14 c� O PA 121 � � N � ( x N N N� (3)2X6 POST O 21�,�ip (2)2X10 HSS 4X4X1/4 HSS 4X4X114 W8X15 W8X15 19, °o PA 31p"y' HSS4X4X114 North Bayview Road o � SIMPSON COLUMN CAP ° �G ECCLQ-SDS2.5 /ov 00 1�"��,v��0�o0000°° (3)2X6 POST Southold , NY 11963 o° �21� o°o°o 0 0°0000 -�°° NOTES 6X6 POST Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Item in any way.if an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. 6 RED ARC g 1. PO' o-31 n SECOND FLOOR FRAMING PLAN ��Y � SCALE: 114" = 1r-10rr �Fo �aa�'40 NE i 0 IIIIIIIIIIIIIIIIIIIIIIIIIIII M Illllllllllllllllllillillllllllllllllllllllllllllllllllll � Illllllllllllllllllllllllllllllllllllllllllllllllllllllll N IIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII 00 illlilllllllllllllllllllllllllllllllllllllllllllillllllll 'V"' Illllllllllllllllllllllllllllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIII z IIIII111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII � '� Illlllllllllllllllllll I I Illlllilllllllillllllllllll ap Z Illlllllllllllllllllll IIIIIIIIIIIIIIIIIIIIII 3.8.13 IIIIIIIIIII IIIIIIIIIIIO IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII r IIIIIIIIIIIIIIIIIIIIII � Illlllllllllllllllllll M IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII cD I IIIIIIIIIII C IIIIIIIIIII IIIIIIIIIII G IIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIII Illlllllllllllllllllll �T� IIIIIIIIIIIIIIIIIIIIII Q IIII Illllllllllllllll i IIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII Illlllllllllllllllllll U IIIIIIIIIIIIIIIIIIIIII F_ IIIIIIIIIII N IIIIIIIIIII Illlllllllllllllllllll Ii Illlllllllllllllllllll D IIIIIIIIIII lllllllllll Illllllllll Illllllllll Illlllllllllllllllllll Illlllllilllllllilllll 00 Illlllllllllllllllllll Illlllllllllllllllllll � I Illlllllllllllllllllll Illlllllllllllllllllll U IIIIIIIIIII lllllllllll Illllllllll lllllllllll � IIIIIIIIIIIIIIIIIIIIII � Illlllllllllllllllllll �"_ IIIIIIIIIII lllllllllll IIIIIIIIIII � Illllllllll U Illlllllllllllllllllll Illlllllllllllllllllll W r Illllllllll Illllllllll Illlllllllllllllllllll Illlllllllllllllllllll �,— N IIIIIIIIIII --- IIlIlllIllIllIllIllIllIllIllIllI l Ol l — 2) Illlllllllllllllllllll = I I I I I I I I I I I I I I l I l I I l I I = 2x10 E— (2)2X10 nnnnnn,(2)2x10 nnnnnnnnnn IIIIIIIIIII I I I I I I I I I I I u lllllllllll IIIIIIIIIII U ry Z J IIIIIIIIIII IIIIIIIIIII a I� IIIIIIIIIII IIIIIIIIIII Uj W p 3o Illlllllllllllllllllll Illlllllllllllllllllll Q Ew m �� Illlllllllllllllllllll Illlllllllllllllllllll `✓ IIIIIIIIIII IIIIIIIIIII J IIIIIIIIIII IIIIIIIIIII 0 �a IIIIIIIIIII IIIIIIIIIII ❑ a �� IIIIIIIIIII IIIIIIIIIII G C �of IIIIIIIIIII IIIIIIIIIII CD Q IIIIIIIIIII IIIIIIIIIIIry u� r �w IIIIIIIIIII IIIIIIIIIII _ � IIIIIIIIIII IIIIIIIIIII cil HSS 4X4X1/4 HSS 4 4X1 ' !4 ' I l l l l l l l l l l l l l l l l l l l l Illlllllllllllllllllll 2)13/4"X 117/8"LVL v CU OO1 3/4"X 117/ "LVLvUa 5M �1--�L—ll— 5M J �lI❑;�� IIIIIIIlIIIIIllIIIIIlIIlIIIllIIIIlIlIIIIIllIIIIIlIIIIIllIIIIIlIIlIIIIllIIIlIlIIIIIllIIIIIlIIlIIIllIIIIIlIIIIIIllIIIIIIIlIIIIllIIIIIIlIIIlIllIIIIIIIIlIlIlIIIIlIIIIIIlIIIIlIIlIIIlIIIIIIlIIIlIIIIIIIIIIlIIIIIIIIIIIIIIIlIIIIIIIIIlIIIIIlIIIIIlIIlIIIIlIIIIlIIIIIlIIIIIlIIliIIlIIIIIlIIIiIIlIIIIIlIIIlIIIlIIIlllIIIIIlIIIIIlIIllIIlIIIIIlIIllIIlIIIIIlIIllIIlIIII IlIIllII lIII O �=Q Oz W10X60 L11IO z W D I�CG� PA LU 2)1 /4" 8.LVL ;W O� ' Illlll11 llllll111 l 111 llilll o3 2X6 POST Q PA ❑El= O PA O J C3PA ° 13 PA 13 Elf UJ '03 Of X ° to J _ PLANTER ABOVE PA ( . o P w X 11718LVL w a 12)111 EZ M r J ❑ > o ° .� `n �yX ? HSS 4X4X1/4 g (2)13/4'X 11 7/8"LVL o PA = ° w ❑ (3)2X6 POST UP 1W ROOF i 21 �G P J v ° FRAMING m 00. (3)2X6 POST HSS 4X4X114 ;n NO. ISSUE/REVISION DATE v S JC0 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 s ° (2)13/4"X 11718"LVL V=15K W1 OX60 (2)13/4"X 117/8"LVL —12)1 /4"X 117$ LVL °o ° CD o O ci O PA 121 N io ci cv o co N 2X6 POST O p"'I�1v (2)2X10 (3) •n `21,31 HSS 4X4X114 HSS 4X4X1/4 L W8X15 W8X15 o° i 1$�� V=6K l o PA °o �j HSS 4X4X1/4 ° o SIMPSON COLUMN CAP North Bayview Road °o {G ECCLQ-SDS2.5 ov (3)2X6 POST Southold , NY 11963 ° NOTES 6X6 POST Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. s" Eo ApC,y C? I PO O� R��'�� Q � O SECOND FLOOR FRAMING PLAN It I II ��� SCALE: 1/4 1 -0 OF NES i I I I J M I ��/0� T/MJ VJ . lllllllllllllllllllllllllllllllllllllllllllllllilllllllllllllllll llll 00Framing Notes. r CV IIIIIIIIIIIIIIIIIIIIIIIIIIIII Table 3.1 Nailing Schedule (Wood Framed Construction Manual 1995 SBC High Wind Edition, Page 110) The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of 00Foundation Notes: }- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Joint Description Number of Nails Nail Spacing the Engineer prior t0 construction. ZI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11111'I I I I I 11'I I I 11'1'1' r ROOF NAILING Wood Framing The contractor is to verify all measurements in the I I I I I I I I I I I I I I'1111111'1'1'1'1'1'1'1'1'1'111'111111111111 IIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIII 00 Z field and an discrepancies are to be brought to IIIIIIIIIII I I I I I I I I I I I Rafter to To Plate //Toe -nailed 4 - 8d per rafter Y p g Top l ) p IIIIIIIIIII IIIIIIIIIII Ceiling Joist to Top Plate (Toe -nailed) 4 - 8d per joist 1. All lumber is to be No, 2 or better Douglas Fir Larch (N)with the following minimum specifications: the attention of the Engineer prior to construction. IIIIIIIIIII IIIIIIIIIII � Ceiling Joist to Parallel Rafter(Face -nailed) 8-16d each lap Fb -825 psi IIIIIIIIIII I I I I I I I I I I I IIIIIIIIIII L)IIII II IIII IIIIII II II II WI I I , I , IIII I M Ceiling Joist Laps Over Partitions (Face -nailed) 8-16d each lap Fv= 95 psi 1 -All concrete 3,500 psi after 28 days minimum. 0- Collar Tie to Rafter(Toe-nailed) 2-10d per tie FC perp-625 psi c IIIIIIIIIII IIIIIIIIIII Blocking to Rafter(Toe nailed) 2 - 8d each end E= 1,600,000 psi 2 -All rebar ASTM A-615 Grade 60. II II II II II 11'1'1'1' IIII IIII II II 1111111 I1 Q IIIIIIIIIII IIIIIIIIIII Rim Board to Rafter End Nailed 2 - 16d each end IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII ( ) 2. All Laminated Veneer Lumber is to have the following minimum specifications: IIIIIIIIIII IIIIIIIIIII � _ IIIIIIIIIII IIIIIIIIIII WALL FRAMINGs: IIIIIIIIIII IIIIIIIIIII I- Fb-2,900 psi � Pile otes. IIIIIIIIIII IIIIIIIIIII � I IIIIIIIIIII IIIIIIIIIII CC Top Plate to Top Plate (Face -nailed) 2 - 16d (1) per foot Fv- 2,0 psi IIIIIIIIIII IIIIIIIIIII G 0 IIIIIIIIIII IIIIIIIIIII To Plates at Intersections Face -nailed 4 - 16d joists - each side IIIIIIIIIII I Top ( ) j Fc perp=650 psi 1 - The contractor is to verify all measurements in the field and any IIIIIIIIIII IIIIIIIIIII O 111 I I I 11 1'1'111 1 1 1 1 1 I 1111 1 1 1 1 11 1'I I I I I I I I Stud to Stud (Face -nailed) 2 - 16d 24" O.C. E=2,000,000 psi discrepancies are to be brought to the attention of the Engineer prior to IIIIIIIIIII IIIIIIIIIII U Header to Header( g Face -nailed 16d 16" o.c. alongedges construction. IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 3. All Laminated Structural Lumber is to have the following minimum specifications: IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII (- IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII U To or Bottom Plate to Stud End Nailed 2 - 16d per 2x4 stud 2 - 10 inch diameter CCA treated files. Notch files to create shelf for IIIIIIIIIII I I 1 I I I I I I I 1 Top { ) p Fb=2,800 psi P p IIIIIIIIIII IIIIIIIIIII r IIIIIIIIIII IIIIIIIIIII LL1 3 - 16d per 2x6 stud Fv=290 psi wales. Piles are not to be notched more than 50% of cross section. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I- N IIIIIIIIIII IIIIIIIIIII 4 - 16d per 2x8 stud Fc perp=740 psi Double bolt each pile with 3/4 inch hot dipped galvanized ASTM 307 IIIIIIIIIIIIIIIIIIIIII ". E=2,100,000 psi bolts, nuts and washers. IIIIIIIIIII O IIII IIIIIIII iIlI lIlI lIlI lIlI'III II1I'I1I'I II - IIIIIIIIIII IIIIIIIIIII = IIIIIIIIIII Bottom �-- Plate to Floor Joist, Band Joist, End joist or Blocking (Toe-nailed) 2 - 16d (1,2) per foot IIIIIIIIIII I I I I I I I I 4. All treated lumber is to be No. 2 or better Southern Yellow Pine with the following minimum specifications: IIIIIIIIIII IIIIIIIIIII U - IIIIIIIIIII � IIIIIIIIIII FLOOR FRAMING 3 -All piles are to have a minimum bearing capacity of 15 tons unless IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII W Z Fb=975 Si IIIIIIIIIII I I I I I I I I I I I Joist to Sill, To Plate or Girder Toe -nailed 4 - 8d per joist P otherwise noted on the plans. The pile contractor is to provide the III11111111111IIIIIIII IIIIII11I1'1'11111'1'1 Q � ( ) p J Fv psi Engineer with a copy of the pile installation log indicating pile length and 11111111111Illllllllll Z 1111'11111'1'1'111'1'1 Bridging to Joist (Toe-nailed) 2 - 8d each end Fc perp=565 psi IIIIIIIIIII O I I I I I I I I I I I bearing capacity. ' 1111 ' 11111 IIIIIIIIIII � Q Blocking to Joist(Toe-nailed) 2 - 8d each end E= 1,600,000 psi 9 p tY 1 1 1 1 1 1 1 1 1 1 1 l l I l l 1 1 1 1 1 1 11111111111 11111111111 11111111111 � 11111111111 111111111111 11111111111 IIIIIIIIIII 11111111111 Blocking to Sill or Top Plate (Toe-nailed) 3 - 16d each block 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance 4 - Pile depth must be a minimum of 10 feet below mean sea level. IIIIIIIIIII a IIIIIIIIIII 0 p 11111111111 11111111111 Ledger Strip to Beam Face-nailed 3 - 16d each joist with the manufacturers specifications. IIIIIIIIIII Z g p ( ) _ J ' 11111111111 11111111111 Joist on Ledger to Beam Toe-nailed 3 - 8d per joist I l 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 = g ( ) p J IIIIIIIIIII 11111111111 Q 5 - Piles are to be driven to within 3 inches of the locations indicated on 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Band Joist to Joist (End-nailed) 3 - 16d per joist 6. All TJI's are to be installed in accordance with the manufacturer's specifications and shall include squash Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d (1) per foot blocking and web stiffeners at bearing points on girders and other load bearing areas. this drawing. '1'1'1' I I I I I 111'11111'11111111111 1'1'111'11111'11111111 F- 11111111111111111111111111111111111111111111111111111�111 Z 11111111111111111111111111111 n-- 1111111111111111111111111111 Q � ROOF SHEATHING 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated connectors, 6 -All wales tie beams and braces are to be CCA treated No.2 Yellow I I I I I I I I I I I I I I I I I I I I t I I I 1111111111111111111111111111 strap etc. on these drawings are made by Simpson unless indicated otherwise.All connectors, straps etc. are I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � Structural Panels 8d (Detail sheets) Southern Pine. I I I I I I I I I I I I I I I I I I I I I I I I I I I I i to be nailed/bolted in accordance with the manufacturer's specifications. 1111111 11111111'111'11111 1'1111111111111'1111 I 111111111 Q Q 111111'1'111'1'1'111'1'1'1'1'1'11111'11111'1'11111'111111 � 8. All floor sheathing is to be 2Y32 inch AC type plywood, tongue and groove, with an APA span rating of 48/24. 7 -All floor joists are to be secured to all wales with Simpson H2.5 I I I I I I I I I I I I I I I I I I I I I I I I Floor sheathing shall be glued and screwed to the floor joists(6" O.C. edges and 12" O.C. field). hurricane ties. ti CEILING SHEATHING 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common 8 - Treat all drill holes and end grains in the ends of knee braces that Gypsum Wallboard 5d coolers T 7" edge/ 10" field nails 6" "O.C. edges and 12OC field. extend below grade with wood preservative. WALL SHEATHING 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. Structural Panels 8d � - 6" edge/ 12" field �- 11. Double joists are to be installed below parallel walls: - DESIGN Gypsum Wallboard 5d coolers 7" edge/ 10" field 12. Blocking is to be installed at all point load bearing points, CRITERIA FLOOR SHEATHING 15. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise on architectural - Structural Panels plans. NO. ISSUE/REVISION DATE Design Loads' 1 BUILDING DEPARTMENT SET 1.24.13 1" or less 8d 6" edge / 12" field 16. Floor joists to be TJI 560 11 7/8"and are to be installed in accordance with the manufacturer's specifications. 2 REVISED BUILDING DEPARTMENT SET 3.8.13 (1) Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" 17. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless - Roof-Live Load -30 psf Based on ASCE-7 and Steel. P - 20 psf per Figure R301.2 5 on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be g - p P g ( ) doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 18. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. - Dead Load - 15 psf (2) When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1 - `16d nail per foot. steel - 2nd Floor - Live Load -40 psf 1 -All steel is to be ASTM Specification A-36 - Dead Load - 15 psf 2-All bolted connections are to be made with A-325 bolts. - 1st Floor - Live Load -40 psf - Dead Load - 15 psf North Bayview Road 3-Y2"web stiffeners are to be installed at all point load bearing points and over all column supports. 4-Square/rectangular/round columns are to be ASTM Specification A500. -Wind Loads - 120 mph -ASCE-7 Southold , NY 11963 SIMPSON BEAM HANGER SCHEDULE: qh = 35.0 psf(Exposure D) 5- Unless indicated otherwise, all columns and beams are to be welded. Roof C&C Loads: N 0 T E S BEAM TO WOOD HANGER -40.3 psf(Zone 1) 6-The flanges of all beams within or above and below parallel walls are to be drilled with 1/2"0 bolt holes to - 62.0 psf(Zone 2) Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 31/2�r X 91/2 POWERBEAM HHUS410 enable the steel to be secured to the framing. Education Law,Article 145,Section 7209,for any person unless acting under the 5112"X 91/2" POWERBEAM HGUS5.62/10 - 86.5 psf(Zone 3) direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Wal I C&C Loads: item In any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor Is 7" X 91/2" POWERBEAM ' HGUS7.25110 7-All welded connections are to be done by a certified welder and conform to AWS and AISC standards. altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her - 39.3 psf(Zone 4) seal and the notation"Altered by"followed by his/her signature and the date of such 31/2"X 117/8" POWERBEAM HHUS410 8-All weld joints are to use E70XX electrodes. - 47.1 psf(Zone 5) alterations,and a specific description of the alteration. 51/2"X 117/8" POWERBEAM HGUS5.62/12 - 7"X 117/8" POWERBEAM HGUS7.25/12 9-All girder splices are to be made above columns. THIS BUILDING IS DESIGNED AS AN ENCLOSED w�E° ARC, BEAM TO STEEL BEAM HANGER 10-Steel is to be prime coated. STRUCTURE. 31/2"X 91/2" POWERBEAM GLTV3.59 11 -All steel located on the exterior to be galvanized or stainless steel. �� �y 0_- 51/2"X 91/2" POWERBEAM GLTV5.59 Design Criteria - NYS Residential Code R301.2.1.1 and utilized the + F 7" X 91/2" POWERBEAM GLTV49.5-2 methods and procedures stipulated in Chapter 2 Engineered 51/2"X 117/8" POWERBEAM GLTV3.511 Design and Chapter 3 Prescriptive Design in the American Forest ' ° 3485 31/2"X 117/8" POWERBEAM HGLTV5.511 and Paper Association Wood Frame Construction Manual for One 7" X 117/8" POWERBEAM HGLTV411.88-2 and Two Family Dwelling Units - High Wind Addition and ASCE 7. I i 00 0 illlllllllllllllllllllllllll 0 1111111111111111111111111111111111111111111111111111111 N Illllllllllllllllllllllllllllilfllllltlllllllllllllllllll 00 S4 X4 X114, IIIIIIIIIIIIIIIIIIII'lllllilllilll'lllllll'lillllllllllll 0 HSS 4 X 4 X 3/8 OR 3/16 I I I I I I I I I I I I I I I I I I I I I I I I I Illllllllllllllliillllllllll z ` HSS4 X4 X112 IIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIII IIIIIIIIIIIII 00 z 314"STEEL BASE PLATE 'I�111�1111111'Illllll I',IIIIIIIIIIIIIIIIIiI 'I'lllllllllll'lllllll lillllllllllllllllllll 0 IIIIIIIIIII IIIIIIIIIII 2-3l4"0 ANCHOR BOLTS �?' IIIIIIIIIII 1/4(BOLT TO PLATE) I I i f I I I i I IIIIIIIIIII CO io 'I'I'ill'll'lll'lil'I W IIIlillll1111111'I'I' co n IIIIIIIIIII IIIIIIIIIII C IIIIIIIIIII IIIIIIIIIII G IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII �� Illilllllll ' 13" 2-3/4"O ANCHOR BOLTS IIIIIIIIIII I I I I I I I I I I I UN ER PLATE IIIIIIIIIII = I I I I I I I I I — � — IIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIII11111111 E"' IIIIIIIIIII IIIIIIIIIII .4_ - IIIIIIIIIII IIIIIIIIIII � o IIIIIIltll111111111111 IIIIIIifIIIIIIIIIfllll C N IIIIIIIIIII IIIIIIIIIII G v (IIIIIIIIIIIIIIIIIIII, Q Illllllllllllilllllllt 0 0 — — IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII U � , 2' IIIIIIIIIII IIIIIIIIIII 314 STEEL PLATE gp IIIIIIIIIIIIIIIIIIIIII 'I'I I I I I I I I I I I I I I I I Iltllllllil IIIIIIIIIII f—' \ 1 illllllllll IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 5/8'0X12"LONG GALV.ANCHOR BOLTS STEEL COLUMN BASE PLATE AND ANCHOR BOLT I'I'I'I'I'I'I'i'I'I'I' Q 11'I'f1111'I'I'I'I'111 v 2X6 WALL STUDS 16"O.C. AT 28"O.C.MAX.,12"MAX.FROM CORNERS W WITH SIMPSON BPS5/8-3 WASHER r DETAIL AT FOUNDATION WALLS IIIIIIIIIII IIIIIIIIIII 2X12 RIM JOIST IIIIIIIIIII SCALE 1"= 1'-0" O IIIIIIIIIII — IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII I I I I I I I I I I I �\ IIIIIIIIIII IIIIIIIIIII COPPER TERMITE SHIELD 2X12 FJ @ 16"O.C.OR 1111111111�111111111�1 I I I I I I I I I I I I I I I I I I I I I I 2X8 ACQ SILL WITH SILL SEAL IIIIIIIIIII �•i� IIIIIIIIIII U IIIIIIIIIII � IIIIIIIIIII z 1111111111111111111111 11111111111'1111111111 L IIIIIIIIIII IIIIIIIIIII • IIIIIII'(IIIIIIIIIIIII z IIIIIIIIIIIIIIIIIIIIII Q IIIIIIIIIII IIIIIIIIIII GRADE(SLOPE AWAYFROM ..•'d•"9 5""',.' (2)NO.5 HORIZONTAL REBAR- HSS 4 X 4 X 1�/4, BUILDING 2%MIN,10' SEE FOUNDATION NOTES HSS 4 X 4 X 318 OR 2.. 3/16 - IIIIIIIIIIIIiIIlII'III1IIlIIt1IIIII1IIlIIlI1II1IIIIlIIlI1IIII1IIlII1lIIIII1IIlII1lIII1IIIIlII1lIIIIII1IlII1lIIIII1IIlII1lIIIII1IIlII1lII III1IIl OQ�", II(1IIIIIII1IIiII1IIIIIII1IlI1IIIIIII1IIlI1IlIIIII1IIlI1IlIIIII1IIlI1IlIIIII1IlI1IlIIIII1IIlI1IlIIIII1IIlI1Il IIIII1IlI1IlIIIII1IlI1Il IIII1I zQ FROM BUILDING) HSS 4 X 4 X 1/2 M O Ii IIIIIIIIIII IIIIIIIIIII . ' . • ' c� lllllllllllll IIIIIIIIIII -' Illllllllllllitl IIIIIIIIIII ~ i � IIIIIIIIIIIIIIIIIIIIIIIIIiII �1D" •, IIIIIIIIIIIIIIIIIIIIIIIIIIIII z ' TOP OF FOOTING-TO III " " " 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1LL zo 11111111 11111 1111111 1111111 11111 1 11111 11 1111111 1 0 . .v 2Fi 11111If111II111111II11111I1111111111111111111111111111111 •: . " 2-3/4"0 ANCHOR BOLTS '� "�' IIIIIIIIIIIIIIIIIIIIIIIIIIIII Q �' •' UNDER PLATE IIIIIIIIIIIIIIIIIIIIIIIIIIII Q 3/4"STEEL BASE PLATE 111111111111111111111111111111111111111111111111111111111 —� ' '• � " • ' �• .�' IIIIIIIIIIIIIIIIIIIIIIIIIIIII i .� EXPANSION JOINT AND JOINT SEALER O 2X4 KEY WITH ° a BENTONITE TAPE ' ' 6X6 W1.4XW1.4 WWM ~ WATER STOP `�, 4"POURED CONCRETE SLAB ° \ 6" 1/4(BOLT TO PLATE) 2-3/4"0 ANCHOR BOLTS 10 MIL POLYETHYLENE VAPOR RETARDER Bp ° a x 20„ COMPACTABLE GRANULAR FILL 2 ' ••' % , n (3)NO.5-60 KSI REBAR "` TYPICAL STEEL COLUMN BASE PLATE AND ANCHOR DETAILS TYPICAL FOUNDATION WOOD FLOOR DETAIL BOLT DETAIL AT FOUNDATION CORNER TYPICAL STEP FOOTING DETAIL SCALE: 1/2" = 1'-0" SCALE: 1"=V-0" NO. ISSUE/REVISION DATE SCALE: 1/2" = 1'-0" 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 I I i tt5"MIN.(SEE PILE NOTE 2) " - TRIM JOIST TIE BEAM North Bayview Road SIMPSON LUS210 JOIST HANGERS Southold , N Y 11963 BLOCKING SIMPSON HD5A WITH A 518"THREADED ROD AT 41 (2)412 Wal EACH(3)2X6 COL. I NOTES Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 0 0 • Education Law,Article 145,Section 7209,for any person unless actlng under the direction of a licensed Professional Engineer,Architect,or and Surveyor,to alter any 0 0 0 0 0 • •° • °o item In any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. 46 Knee Braces I 3/4"HOT DIPPED �CEFt£D qR�, GALVANIZED BOLTS ISOLATE PILE FROM SLAB 2X4 BREAKAWAY WALL DURING POU I -10.0 CCA WOOD PILE 10"Pile ( _ '"� �.,' •+ `t PILE BRACING NOTE: �� 0 485 '40 g THE 4X6 KNEE BRACES MAY BE SUBSTITUTED WITH 4X6 BRACING ; DIRECTLY FROM PILE TO PILE, y" LOCATIONS TO BE APPROVED BY THE ARCHITECT. WALE AND PILE BOLTING DETAILS TYPICAL BREAKAWAY WALL BASE HAUNCH DETAILS (A-jYPICAL PILE BRACING DETAILS SCALE:1/2"=V-0" Scale%inch =1 ft. Scale/inch =1 ft. I J • I Cdr./ � Cy) Ililllllllllllllllllllllllll 00 'r . 111111111111111111111111'III'I'I'111111111'11111111111111 r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CV 1111'I'Ii111'III'I'IIIIIIIIIIIIIIIIIIIII111111'IIt'I11111 00 '11111'1111111111111111111111111'111111111111111111111111 � BEAM BEAM IIIIIIIIIIIIIIIIIIIIIIIIIIIII /--PERMANENT 2X4 NAILER /--PERMANENT 2X4 NAILER 111111111111111111111 111111111111111111111111111111111111 z 1'11111'III'III'I'I'11111'I'1111111'I'Iilll'11111'1111111 � 1111111111111111111111 111111I11111111111111111111111111 � 1111111111111111111111 I 11111111111111111111111 00 z IIIIIIIIIII IIIIIIIIIII 0 -= 1111111111111111111111 � IIIIIIIIIII�IIIIII1111 IIIIIIIIIII fllllllllll � I IIIIIIIIIII IIIIIIIIIII 4-INCH WIDE 4-INCH WIDE IIIIIIIIII IIIIIIIIIII C(`�7 Q„UTILITY BLOCKOUT AILS PER TABLE 1 UTILITY BLOCKOUT W AILS PER TABLE 4 I I1I11I 1I 1I I11I 1I I11I C ( 1111111111111111111111 L.� 1111111111111111111111 f"' Q IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII -16D TOE NAILS(TYPICAL) I IIIIIIIIIII IIIIIIIIIII ( ) -16D TOE NAILS(TYPICAL) IIIIIIIIIII I I I I I I I I I I I IIIIIIIIIII IIIIIIIIIII /=VI R EXTERIOR IIIIIIIIIII � IIIIIIIIIII �""' I IIIIIIIIIII IIIIIIIIIII SHEATHING SHEATHING IIIIIIIIIII � IIIIIIIIIII C GA Gq 111111111'1'I I I 111111 1111111111111111111111 G D IIIIIIIIIII IIIIIIIIIII BREAKAWAY 2X4 24 INCHES O.C. ( ) 3/4" STEEL PLATE IIIIIIIIIII I'11111111111111111111 0 0 @ REAKAWAY 2X4 SPACING PER TABLE 3 IIIIIIIIIII I I I I I I I I I I I 1'11111111111111111111 1111111111111111111111 U ' � 1111111111111111111111 IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII FORM OUT FULL WALL FOR COLUMN 11111 I I I I I I IIIIIIIIIII I- . . . IIIIIIIIIII IIIIIIIIIII _ CV ..�. , • IIIIIIIIIII IIIIIIIIIII � 1 1111111111111111111111 � IIIIIIIIIIIIIIIIIIIIII U 1111111111111111111111 1111111111111111111111 W r STL. BEAM 11111'111'11111111111' 1111'1111111111111'111 �— CV IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIII11111111 O 1111111111111111111111 BUILT-UP BUILT-UP I I I I I I 1 1 1 1 I I I I I I I I I I I IIIIIIIIIII'I'III11111 I11111III1111111111111 2X4 BREAKAWAY 2X4(TYPICAL) 2X4 REAKAWAY 2X4(TYPICAL) I'I I I'11 I'I'I I I'111111 11111111 I I I I I I I 111111 U ~ FRAMING FRAMING POCKET AND PLATE WIDTH _ IIIIIIIIIII �..- III 1 I I I I I , •' IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII � z BEAM WIDTH + 1 " MIN.LZ7- IIIIIIIIIII I I I I I I I I I 11111111111 IIIIIIIIIII 1111111111111111111111 1111111111111111111111 Q IIIIIIIIIII IIIIIIIIIII 4"CONCRETE 4 CONCRETE I IIIIIIIIIII O NC HAUNCH IIIIIIIIII I Q \----PERMANENT 2X4 NAILERV--PERMANENT 2X4 NAILER ♦ ♦ 2 Q II 11I11III1Q I l l I I I I I 11111111111111 IIIIIIIIIII IIIIIIIIIII 1111111111111111111111 111111111 I'1111111 11 z TABLE 1A. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS(DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) ALTERNATE BREAKAWAY WALL DETAIL 11'111'I'I'I'1111111'I � 1'11111111111111111111 FOR WOOD-FRAMED BREAKAWAY WALL CONFIGURATIONS WITH 8 FOOT PILE SPACING. III 1 I I I I I I IIIIIIIIIII Q IIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIII BREAKAWAY WALL HEIGHT(FEET) 6 7 8 9 N.T.S. 1111111'I'111111 I'1111 I'I'I'I 1111'I'I 1111'111111111111111 z IIIIIIIIIIIIIIIIIIIIIIIIIIII 3/4 11111111111111111111111111111'111'I'IIIIIII1111111111111 L— '► STEEL BASE PLATE 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIII NAIL SIZE 8D 10D 8D 10D 8D 10D 8D 10D 14 24 16 28 18 22 1 NAILS REQUIRED 1I111'1I 111I 111I 111I 111I 111I 1I11111I 111I 111I 1'I111I1 I'1I I'1I 1I11111I 11'I 111I 111I 1I11111I 111I 111I 111I 11'111I 11f1 1 QQ FORM OUT FULL WALL FOR COLUMN I 'I'11I'I'I'11I'11111111111111111'1'1111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII TABLE 1 B. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS(DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) BASE PLATE BEYOND BEAM POCKET CD WOOD-FRAMED BREAKAWAY WALL CONFIGURATIONS WITH 10 FOOT PILE SPACING. ` BREAKAWAY WALL HEIGHT(FEET) 6 7 8 9 NAIL SIZE 8D 10D 8D 10D 8D -10D 10D 8D 10D GROUT OPENING AROUND NAILS REQUIRED 24 16 1 28 18 32 20 1 34 24 STL. BEAM BEAM END SOLID AND FLUSH TABLE 1C. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS(DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) WITH FOUNDATION WALL FOR WOOD-FRAMED BREAKAWAY WALL CONFIGURATIONS WITH 12 FOOT PILE SPACING. HOUSE WALLS AND"REAHAWAY 3/4" X 4" BEARING PLATE a TYPICAL WALib COVERED WITH STU BEiLLED DE►ARATION JDIM r OR WOOD SIDING (SEE CUTAWAY DETAIL) BREAKAWAY WALL HEIGHT(FEET) 6 7 8 9 - DETAILS (2 5/8"0 X 6" GALV. ANCHOR BOLTS � NAIL SIZE 8D 10D 8D 10D 8D 10D 8D 10D NO. ISSUE/REVISION DATE NON SHRINK GROUT 1 BUILDING DEPARTMENT SET 1.24.13 NAILS REQUIRED 28 18 32 22 38 24 42 28 2 REVISED BUILDING DEPARTMENT SET 3.8.13 REQUIRED 2X4 STUD SPACING(INCHES)AND WOOD BREAKAWAY WALL HEIGHTS(STUD GRADE) /ENCLOSEDAREA 120 MPH DESIGN WIND STUD GRADE CONSTRUCTION NO.2 GRADE 41 1 SPEED PER ASCE 7-05 GRADE POCKET AND PLATE WIDTH STUD SPACING FOR 6-FOOT WALL HEIGHTS 16 24 24 BEAM WIDTH + 1" MIN. STUD SPACING FOR 7-FOOT WALL HEIGHTS 16 16 24 • I STUD SPACING FOR 8-FOOT WALL HEIGHTS 12 16 16 STUCCO OR WATERTIGHT SEPARATION JOINT AT d 4 STUD SPACING FOR 9-FOOT WALL HEIGHTS X 12 12 WOOD COVERED OTTOM OF LOWEST HORIZONTAL aHOUSE WALL STRUCTURAL MEMBER IN ACCORDANCE WITH LOCAL CODES a North Bayview Road TOTAL REQUIRED NUMBER OF 10D GALVANIZED COMMON NAILS(DIVIDED EQUALLY BETWEEN TOP AND BOTTOM AND EVENLY SPACED) FOR WOOD-FRAMED BREAKAWAY WALL CONFIGURATIONS(DESIGN WIND SPEED=120 MPH) LATH FOR OUSE SH I Southold , N Y 11963 ' BREAKAWAY WALL HEIGHT(FEET) 6 7 8 9 HOUSE WALL ATH CO l NAILS REQUIRED FOR 8-FOOT PILE SPACING 20 22 26 NON-BREAKAWAY HEATHING N 0 T E S 30 CONSTRUCTION BEA NAILS REQUIRED FOR 10-FOOT PILE SPACING 24 28 32 36 BREAKAWAY BEAM Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State CONSTRUCTION Education Law,Article 145,Section 7209,for any person unless acting under the NAILS REQUIRED FOR 12-FOOT PILE SPACING 30 34 38 44 SEPARATION JOINT FOUNDATION direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any STEBEAM item in any way.If an Item bearing the seal of an Engineer,Architect,or Land Surveyor is altered the altering Engineer,Ar hi Pc t L BREAKAWAY WALL FRAMING MEMBER gArchitect or and Surveyor shall affix to the item his/her NOTE: STUCCO, LATH AND BREAKAWAY WALL FRAMING MEMBERS seal and the notation'Altered by"followed by his/her signature and the date of such VERTICAL FOUNDATION MEMBE SHEATHING alterations,and a specific description of the alteration. 1.ARCHITECT AND/OR ENGINEER TO BE NOTIFIED IF ANY CHANGES ARE MADE TO THE BREAKAWAY WALLS, ANY BREAKAWAY WALL SHEATHIN DISCONTINUES IN ERTICAL FOUNDATION MEMBER a BREAKAWAY WALLS NOT CONSTRUCTED IN ACCORDANCE WITH THESE DETAILS WILL NOT BE ACCEPTABLE. SEPARATION JOINT LMN DETAIL STEEL FLOOD-RESISANT STUCCO OR WOOD COVERED 2. BREAKAWAY WALLS TO MEET ALL FEMA AND LOCAL,STATE CODES AS APPLICABLE. LATH FOR BREAKAWAY WALL SECTION AA QED qR BREAKAWAY WALL .. �_��� _ \�� SIT. Pot.) Z SCALE: 1 1 3. UTILITIES ARE NOT PERMITTED TO PASS THROUGH BREAKAWAY WALLS. -0 t x`27 FD 4. PROVIDE SEPARATION JOINT AT SIDING AND SHEATHING TO LIMIT DAMAGE ABOVE BFE. BREAKAWAY WALL SEPARATION JOINT DETAIL � �� BREAKAWAY WALL DETAIL BETWEEN SHEATHING AND WALL COVERING 34S'C51 -40 N.T.S. N.T.S. FOP NE```i � � I c I i i J rWn ! TY II CIO V/ IIIIIIIIIIIIIIIIIIIIIIIIIIII CC) IIIIIIIIillllllllllllllllllllilllllllllllllllllllllllllll , Illlllllilllllllllllllillllllllllllllllllllllllllllllllll N �' Iliilllllllllllllllllllllllllllllllllllllllllllllllllllll 00 11111111111111111111'111'1'11111'1'1111111111111111111111 1111111111111�11111111111111111111111111111'111'1'11111' Z IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � . I VIII 1111111 111111111111111111111 11111 111111 I III � 11111�111111111�11111� I1111111111111�1111111111111 CIO Z 11111111111 11111111111 1111111111111111111111 1111111111111111111111 0 1'11111111111'1111,1,1 '"� 'I'I','lll','1'I'I'111 r 11111111111 11111111111 �--• IIIIIIIIIII IIIIIIIIIII 11111111111 11111111111 C 11111111111 W 11111111111 G 11111111111 11111111111 11111111111 � 11111111111 11111111111 11111111111 11111111111 � 11111111111 3 it 11111111111 11111111111 'I'I'I'111'II111'I'I'I 111111111111I111II 11111111111 11111111111 � 16 1'1'1'1'1'111'1'111'1' U '1'1'111'1'111'1'11111 1/2" WEB STIFFENER r77 1/2" WEB STIFFENER 1'1'1'1'1'1'11111111 1'11'1I1'11I1'1'11 D 111111111'111111111111 a 11111111111'1111111111 00 11111111111 11111111111 '1'1'1'1'1'111'1'1'111 1'1'1'1'1'1'1'111'1'1' STEEL BEAM 11111111 111111 1111 111 11111111111 1111 U 11111111111 11111111111 11111111111 11111111111 � 11111111111 Cl) 11111111111 11111111111 11111111111 if � U 16 11�11111111111111111�1 1111111111111111111111 LU I111I'111111111'I'I'11 I111'I'I'111'I'I'I11'I '._, N 11111111111 11111111111 ; 1111111111111111111111 O 1111111111111111111111 — �� TJI FLOOR JOISTS 4 '11111'111111111111111 111111111'111'111'111' 1/4 STL. PLATE 11 11 11 1 111 1 1 1 � I I I' 1 I ' 1 I F-• a 1111111111111111111111 � 111111111111111111111 U — 3" '1'1'1'1'1'1'1'1'1'1'1 1'1'111'1'1'1'1'1'111' z ,• 11111111111 11111111111 16 1'1'111'1'11111'1'1'1' � ,1111111'1'1'1'1'1'1'1 Q 11 1111'1'11111 111 11111 11111111111111 11111111 (� — 11111111111 11111111111 Q 11111111111'1'111'1111 111111111'1'111'111111 Q 0 11111111111 11111111111 Q GROUT OPENING AROUND BEAM END SOLID 1'1111111'111111111111 (n 1111111111111111111111 5 11111111111 11111111111 G - - AND FLUSH WITH FOUNDATION WALL 1 1 1 1 1 1 1 1 1 1 1 a 1 1 1 1 I I 1 1 1 1 1 d 1111111111111111111111 1111111111111111111111 0 — d � 1111111111111111111111 � 1111111111111111111111 Z - - - - - - 1/2 MIN. AIR GAP REQUIRED 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 = 11111111111 11111111111 0 AT END AND SIDES 3/4"X 4" BEARING PLATEi'i'1'lll'1'i'ilili'i'i'i'i'i1i'i' F-- TYPICAL EXTERIOR WALL STEEL ° 11111111111111111111111111111 Z ' ° 1111111111111111111111111111 a 11111111111111111111111I1I11111111111I111I111111111111111 0 Ll 4 d �� 1111'1'1'1'1111111'1'1'11111111111'11111111111'1'11111111 ° , (2) 5/8 0 GALV.ANCHOR BOLTS 1111111111111111111111111111 11111111111111111111111111111 Q ol ol 1111111111111111111111111111 Q UNTREATED GLULAM OR LVL BEA NON SHRINK GROUT ILII'1111111'11111111111'1'1111111'11111'111'111'1111111 /' d4• ° 11111111111111111111111111111 � COLUMN TO STEEL COLUMN DETAIL SCALE: 2" — V'-0" 114" BEARING PLATE d 4" C:) POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. NOTE: a a I (SEE PLAN FOR BEAM SIZE) UNLESS INDICATED OTHERWISE, ALL INTERIOR d ° d ' • d' �� COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS r"11 ' SEE TYPICAL FOUNDATION DETAILS ° FOR ADDITIONAL INFORMATION _ WITH 1/2" BOLTS AND ALL PERIMETER COLUMNS AND a s BEAMS ARE TO BE WELDED. TYPICAL � . _ • . . as DETAILS 311 ;F6 NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 4r"i4 - 1/2" O BOLTS 1/2" WEB STIFFENER 1/2" WEB STIFFENER GLUMAN FOUNDATION POCKET DETAIL FOUNDATION STEEL BEAM POCKET DETAIL STEEL BEAM NOT TO SCALE NOT TO SCALE 4 - 1/2" O BOLTS ' North Bayview Road 1/4 STL. PLATE � Southold NY 11963 3" N OTES 16 TJI FLOOR JOISTS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State — Education Law,Article 145,Section for any person unless acting under the d direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is • °a• altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her LL seal and the notation"Altered by"followed by his/her signature and the date of such WO W ° alterations,and a specific description of the alteration. t, � Z N ° — 4 112" MIN. AIR GAP REQUIRED Q _ d AT END AND SIDES° A TYPICAL INTERIOR STEEL COLUMNa w m — ° n ��� Po R%'/- - �' • d° — l4" BEARING PLATE �4 ' 0 4 d ° ►. .. TO STEEL BEAM COLUMN DETAIL < .16 . ° d -;POCKET WIDTH BEAM WIDTH + 14 MIN. F J3'4By SCALE: 2" – (SEE PLA� FORPEAM WIDTH) of NES 1 011 . ° 0 J Jy K n 4" CAST I RO N 4" CAST IRON ROOF I VENT THROUGH ROOF VENT THROUGH ROOF 0 IIIIIIIIIIIIIIIIIIIIIIIIIIII ap IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � 311 00 I I I I I I I I I I I I I I I I I I I'1111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII BATH IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111 Z IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � _ �I IIIII1IIIlIilII1IIIlIIiIIIl1I1111IIlIIIlI1IIl1I111IIIlI1i � 3 IIIIIIIIIII IIIIIIIIIIIIIIII � z �I�II1111111�111111111 I I I1IIIIIIIIIIIIIIIIIIII 3" 1-1/2" 1-1/2" 1-1/2" 1-1/2" IIIIIIIIIII IIIIIIIIIII 1111111111111 I'1111111 1111111111111111111111 0 IIIIIIIIIII IIIIIIIIIII 1111111111111111111111 � 1111111111111111111111 � IIIIIIIIIII IIIIIIIIIII 111111111111111III11I1LU 1111111111111111111111 CD 0— IIIIIIIIIII IIIIIIIIIII C IIIIIIIIIII IIIIIIIIIII ,G IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 2ND FLOOR 1111111111111111111111 � 1111111111111111111111 � IIIIIIIIIII IIIIIIIIIII IIIIIilllll IIIIIIIIIII 2„ 3" 211 2" 1111111111111111111111 IIIII111III11111I11111 I"'_ 1111111111111111111111 � 1111111111111111111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIIIII111 1111111111111111111111 0 0 „ IIIIIIIIIII IIIIIIIIIII U 3 IIIIIIIIIII IIIIIIIIIII fill IIIIIIIIIII IIIIIIIIIII 311 31111111111111111111111 1111111111111111111111 BATH 1111111111111111111111 1111111111111111111111 I"_' IIIIIIIIIII IIIIIIIIIII KITCHEN POWDER IIIIIIIIIIIIIIII1111I1 IIII111111111111111111 U ++ 11 IIIIIIIIIII IIIIIIIIIII W r 3 3 IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 I I I I I I I I 1 I I I 111 111111 I I I I I 111 I I I I I I I I I I I 1 [-- 1-1/2" CV IIIIIIIIIIIIIIIIIIIIII O III11111IIIIIIIII111I1 — 111IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII111 FRESH �� IIIIIIIIIII IIIIIIIIIII � IIIIIIIIIII = IIIIIIIIIII �� IIIIIIIIIIIIIIIIII1111 � IIIIIIIIIIIIIIIIIII111 U z 1111111111111111111111 111111 I 1 I 1 I'1111111111 � ' IIIIIIIIIII IIIIIIIIIII INTAKEAIR 1ST FLOOR IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII11111III111 IIIIIIIIIIIIIIIIIIIIII () IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII Q 0 ++ 11 11 11 ++ IIIIIIIIIII IIIIIIIIIII 2 2 2 2 3 IIIIIIIIIII IIIIIIIIIII 211 311 211 IIIIIIIIIII � IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII „ C.0. C.O. IIIIIIIIIII IIIIIIIIIII C.O. 311 3 311 IIIIIIIIIII Q IIIIIIIIIII n IIIIIIIIIII IIIIIIIIIII HOUSE 411 4 IIIIIIIIIII IIIIIIIIIII C.O. 111111111111111'111111 1111111111111111111111 = Z IIIIIIIIIII IIIIIIIIIII TRAP 1111111111111111111111 I I 1111111111111111111111 0 C.O. IIIIIIII1111IIIIIIIIIIIIIIIIIII�II IIIIIIIIIIIIIII1111111 IIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111 Z IIIIIIIII1I1111111II1IIIIIIIIIIIIIIIIIIIIIII1,I11I111III1 0 IIIIIIIIIII111111IIIIIIIIIIIIIII1111111I111111111III11111 111111111IIIIIIIIIIIIIIII11111111111111II11111111I111I111 (� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIfIIIII Q SANITARY RISER SCHEMATIC 11II11I11111II11II111111IIIIIIII1111IIIIIIIIII11I11111I1 -, _ - ( IIIIIIIIIIIIIIIIIIIIIIIIIIII SCALE : NOT TO SCALE C) 4" CAST IRON TO AN APPROVED ti SUFFOLK COUNTY HEALTH -\- DEPARTMENT SEPTIC SYSTEM , 1 y STORAGE AREA '^ N HURRICANE DETAILS NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 BOLT 2 REVISED BUILDING DEPARTMENT SET 3.8.13 DIAMETER L 1/2"SPACING ALLOWS CHOLDDOWN SPACING STUD S S W T \ S T U U p ° SIMPSON STRONG TIE BP �� USE (1) BP CONNECTOR AT EACH ANCHOR BOLT O O ENDWALL 2x4 Continuous lateral brace @ V o.c. (ANCHOR BOLTS @ 48" O.C. -SEE FOUNDATION DETAILS) North Bayview Road 0 2-10d Waifs o 0 0( o O Southold , NY 11963 HOLDDOW � ® CORNER STUD Ceiling joist with blocking CONNECTED TO TRANSFER SHEAR o ° Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 0 /,-- 12-16cl COMMON X Education Law,Article 145,Section 7209,for any person unless acting under the NAILS @ 6"O.C. BOTTOM H6 direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is PLATE 5d Cooler Nails @ 10"O.C. — m altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Rem his/her - seal and the notation"Altered by"followed by hismer signature and the date of such o ° 2x4 Block nailed to each ° m alterations,and a specific description of the alteration. brace with 4-10d nails ° ° Gypsum Board m m 20 Gage Strap ,REQ aRc ENpw 5d Cooler nails 7"o.c. RAFTER 0 �� POR ALL _ 10-8d nails o o (D P�0 114 ` " End wall studs 0 RIM JOIST \D'E C _ j eCOE � TOP PLATE CEILING BRACING GABLE END WALL O 3485 Q" o SIMPSON STRONG TIE CORNER HOLDDOWN HD8A NOT TO SCALE !- :10 - m o CORNER HOLDDOWN FOR SHEAR j/ o o LTP4 0 0 0 0 O SILL o HTS20 CONNECTOR o PLATE PER RAFTER STUD = SIMPSON STRONG TIE H6 AND LTP4 = = j USE (1) H6 CONNECTOR EVERY OTHER STUD AND (1) LTP4 @ 16"O.C. SIMPSON STRONG TIE HTS20 USE "SIMPSON" HTS20 CONNECTOR AT EACH RAFTER TO STUD/HEADER CONNECTION u I H 1 4- I M I W O T VJ 1111111111111111111111111111 NAILING SCHEDULE I111I11111fI11111111111111111111111111111111111111111111 co �- JOINT DESCRIPTION NAIL SIZES NAIL SPACING 5/4 X 4 SQUARE EDGE CLEAR CORROSIVE RESISTANT ATTACHMENTS IN 11111 I I 1111111 I I I I 1111 1111111111111 f 11111111111 11111 N ROOF FRAMING PINE TRIM (TO BE REPLACED OR (4) FOUR 114" HOLES 1/2" "CDX"STRUCTURAL 1 X4 WOOD PREDRILLED FASTENING HOLES 9"O.C. II III1I1IIII IIII IIII I II II I 1I1I 1I1III1I111111 11 11 11 11 11 1l 0. 0 REPAIRED AFTER EACH INSTALLATION) PLYWOOD PANEL SPACER AS PER NEWYORK STATE HURRICANE � >- .. Rafter to Top Plate(Toe-nailed) 3-ad perrafter DRILLED INTO CENTER IIIIIIIIIIIIIIIIIIIIIIIIIIII I 3-8d per joist IIIIIIIIIIIIIIIIIIIIIIIIIIII z Ceiling Joist to Top Plate(Toe nailed) O OF PANEL TO RELIEVE PROTECTION CODES AND TOWN OF Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap IIIIIIIIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIIIIIIIII Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap PRESSURE DURING SOUTHAMPTON BUILDING OFFICIALS. I I I I I I I I I I I I I I I I I I I I I I I I I I I I Collar Tie to Rafter(Face-nailed) 2-8d per tie 0 3/4" EXTERIOR GRADE IIIIIIIIIIIIIIIIIIIIIIIIIIII Blocking to Rafter(Toe-nailed) 2-ad each end 0 H U RRI CAN E IIIIIIIIIIIIIIIIIIIIII co Rim Board to Rafter l(End-nailed) 2-16d each end PLYWOOD SHEATHING . .. IIIIIIiIIIIlI111111I1I III WALL FRAMING _:. IIII1i1I1I111i O 1111111 IIII - --- •• �~•� IIIIIIIIIII � III I Top Plate to Top Platte(Face-nailed) 2-16d ' per foot I IIIIIIIIIII III I / / IIIIIIIIIII IIIIIIIIIII �-- Top Plates at Intersections(Face-nailed) 4-16d joints-each side STUD / IIIIIIIIIII U IIIIIIIIIII (� ', \\ 1111 1 1 1 1 1 1 111 I I I I11111 111 I I 1 111111 I I I I I I (fl �- Stud to Stud(Face mailed) 2-16d 24"o c. - \ IIIIIIIIIII I I I I I I I I I I ". Header to Header(Face-nailed) 16d 16"o.c.along edges 0 __. / IIIIIIIIIII IIIIIIIIIII C ��- IIIIIIIIIII IIIIIIIIIII G \ " " ' '"' IIIIIIIIIII IIIIIIIIIII �. \ U 7IIIIIIIIIII I I I I I I I I I I Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud SILL PLATE 0 0 IIIIIIIIIII �� I I I i l l l l l Q IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 3-16d per 2xs stud � - m � IIIIIIIIIII � IIIIIIIIIII � 4-16d per 2x8 stud __ � IIIIIIIIIII IIIIIIIIIII Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking(Face-nailed) 2-16d ''' per foot \ I I I I I I III I I I I I I I I I I 1111111111111111111111 IIIIIIIII111111111I111 '"_ FLOOR FRAMING III11111111IIIIIIIIiII 1111111111111111111111 SIMPSON STRONG TIE H8 IIII 1 1 1 1 1 1 1 I I I I I I I I I I I Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joistDETAILIIIIIIIIIII I I I I I I I I I I Bridging to Joist(Toe-nailed) 2-ad each end TYPICAL D ETAI L FOR STRU CTU RAL 1 1 I I I I I I I 1 1 Q I 1 1 1 I I 1 1 1 1 O Blocking to Joist(Tote-nailed) 2-ad each end USE(1)H8 CONNECTOR PER STUD AT GARAGE SILL PLATE 111111 I I 1 1111111111111 - -.- ;.- PLYWOOD STORM PANEL I IIIIIi1i1Ili11I11111 �r/^� Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block — ' - .....---�••-•�_ µ 1 1 1 1 1 1 1 1 1 1 1 IIIIIIIIIII U Ledger Strip to Beam(Face-nailed) 3-16d each joist ATTATC H M ENT FOR - - IIIIIIIIIII IIIIIIIIIII " Joist on Ledger Toe-nailed) 3-8d per MICHAEL AND CANDACE MONACO \ 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 g ( P J Band Joist to Joist(End-nailed) 3-16d perjoist I I I I I I I 1 1 1 I I I I I I I I I I I Band Joist to SIII or Top Plate(Toe-nailed) 2-16d ' per foot JACK KING IIIIIIIIIII I I I I i I �— IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII ROOF SHEATHING STUD STUD SCALE: 3"=V-0" 1111111111111111111111 IIIIIIIIIIIIIII111I1II U 11111111111 11111111111 W r IIIIIIIIIII IIIIIIIIIII N I11111IIIIIIIIIIllllll IIIIIIIlIIl1llllllllll �"_ Structural Panels 8d 4"o.c.perimeter zone other 6"o.c.edges of IIIIIIIIIII I I I I I I I I I I I panel,12"o.c.interior IIIIIIIIIII I I I I I I I I I I I IIIIIIIIIII Illilllllll — IIIIIIIIIII IIIIIIIIIII Wort / w/C IIIIIIIIIII = IIIIIIIIIII �-- Diagonal Board Sheathing of panel \� PANFC IIII I I I I I I 1111 1 1 III 1 1 1 1 I I I111111111111 1"x 10"or w der 3-ad Bid per support g„ NpOw UNIT111 1 11111 1111111 IIII 1111111111 11111111 O.0 IIIIIIIIIII IIIIIIIIIII N z CEILING SHEATHING o TYp I CI 1 111111 IIIIIIIIIII 0. IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 1111IIIIIIIIIIIIIIIIII IIIIIII11111111111i111 Gypsum Wallboard 5d 7"edge/10"field ° Q11111111 I I 111111111111 IIIIII 111111 1111111111 v J ° IIIIIIIIIII O Ifillllllll WALL SHEATHING STUD ° IIIIIIIIIII IIIIIIIIIII Q Structural Panels ad (see table 3 9) ° Fiberboard Panels ° I I I Illllllllit IIIIIIIIIII Illlillltll IIIIIIIIIII Ifillllllll ° IIIIIIIIIII IIIIIIIIIII 11111111111 a IIIIIIIIIII O 7116" 6d 3"edge 16"field ° 1 111 111111 I I I11111 I I I III 111 1111 I I I I I 111 I I I I 25/32" 8d 3"edge 16"field ° IIIIIIIIIII IIIIIIIIIII z Gypsum Wallboard 5d 7"edge/10"field BPPIA E ° O 1111111111111111111111 I I IIIIII I IIIIIIIIIII Hardboard ad (see table 3 9) - _ ° O IIIIIIIIIII IIIIIIIIIII O IIIIIIIilllll IIIIIIIIIII Particleboard Panels; ad (see table 3.9) 5/4 X 4 SQUARE EDGE CLEAR Diagonal Board Sheathing ° I I i l l l l l l l l l l l l l l l i l l l l l l l l l �-- 9 illllllllllllllllllllllllllll z 1"x61'or1"xc8" 2-8d persupport PINE TRIM (TO BE REPLACED OR I I I I I I I I I I I I I I I I I I I I I I I I I I o IIIIIIIIIIIIIIIIIIIIIIIIIIIII IL 10" wilder 3-8d per support EPAIREDAFTER EACH INSTALLATION) IIIIIIIIIIIIIIIIIIIIIIIIIIII ## IIIIIIIIIIIIIIIIIIIIIIIIIIIII Q fi FLOOR SHEATHING 1111111111111111111111111111 I ° I Illillllllllllllllllllllllll Structural Panels o ° I I I I I i l l l l l l i l l l l l l l l l l l l l l l l Q 1"or less CORROSIVE RESISTANT ATTACHMENTS IN IIIIIIIIIIIIIIIIIIIIIIIIIIII Q ad 6"edge/12"field O IIIIIIIIIIIIIIIIIIIIIIIIIIII I greater them 1 10d 6"edge/6"field RIM JOIST o PREDRILLED FASTENING HOLES @ 9"O.C. IIIIIIII11111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111 Diagonal Board Sheathing ° a AS PER NEW YORK STATE HURRICANE 1"x5"or1">x8" 2-8d per support ° PROTECTION CODES AND TOWN OF O 1"x 10"or wiider 3-8d per support o> SOUTHAMPTON BUILDING OFFICIALS. 'Nailing requirementts are based on wall sheathing nailed 6"on-center at the panel edge If wall sheathing Is nailed IUD 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. O M 2When wail sheathing is continuous over connected members,the tabulated number of nails shall be permitted to ° O + be reduced to 1-16cd nail per foot. - TOPII H ° 1 X 4 WOOD PLATE SPACER ° Lu W = HURRICANE y W <<o DESIGN CRITERIA: I ° aZ r _ b-C DETAILS GROUND SNOW LOAD-45 PSF. WEATHERING-SEVEREIFRST LEVEL -40 PSF.L.L.,min. FROST LINE DEPTH-36",min. LVING AREAS -40 PSF.L.L.,min. TERMITE-MODERATE TO HEAVY BEDROOMS -30 PSF.L.L.,min. DECAY-SLIGHT j NO. ISSUE/REVISION DATE WIND SPEED -120 M P.H. ICE SHIELD UNDERLAYMENT REQUIRED 1/2""CDX"STRUCTURAL 1 BUILDING DEPARTMENT SET 1.24.13 SEISMIC DESIGN CATEGORY-B ALL FLUES TO BE:3'-0"/10'-0"min. // PLYWOOD PANEL 2 REVISED BUILDING DEPARTMENT SET 3.8.13 FROM ALL ROOFS.TYPICAL O SIMPSON STRONG TIE ST22 ° DESIGN CRITERIA: O DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME USE(1)ST22 CONNECTOR EVERY OTHER STUD CONSTRUCTION MANUAL FOR 1+2 FAMILY HOUSE-ENGINEERED DESIGN METHOD. ° (4) FOUR 114" HOLES 2001 EDITION. DRILLED INTO CENTER HURRICANE PANEL NOTES: O OF PANEL TO RELIEVE PRESSURE DURING WINDOWS - GLAZED OPENING —WOOD STRUCTURAL PANELS SHALL BE PROVIDED HURRICANE C-1W AND DOOR UNITS AS FOR NEW CONSTRUCTION,EXTERIOR WFOR ALL EXTERIOR WIND WINDOWS MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES PER NYS CODE. � North Bayview Road LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING ` TO WIND ZONE III,ANISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING TO WIND ZONE II,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. —ALL PANELS TO BE PROVIDED WITH ATTACHMENTS '' Southold , N Y 11963 PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: AS PER NYS CODE. A-CLEAR SHIELD HURRICANE+SECURITY PANELS-631-287 5060 } N O T E S B-QUICK GUARD STORM PANELS.631-287 5330 C-1/2"CDX-PLY PMNNEL W/SCREWS per CODE —WOOD STRUCTURAL PANELS AND THEIREh D-VuSafe,SHADE&SHUTTER SYSTEMS-508-775-6057 ATTACHMENTS SHALL M E ET A P P ROYAL O F �T4 Plans are prepared by Condon Engineering,P.C. It r a violation of the New York State i Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OFitem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is ASTM E 1996 AND OF ASTM 1x86.AS NOTED IN NYS RESIDENTIAL CODE. SOUTHAMPTON TOWN BUILDING OFFICIALS. altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. —IT IS RECOMMENDED THAT THE OWNER CHECK 'I WITH HIS/HER INSURANCE COMPANY BEFORE ` E� q PROCEEDING WITH HURRICANE PROTECTION WOOD COMPONENT AND CLADDING PRESSURE ZONES ° °� ° MANUFACTURE AND INSTALLATION. CASING CORROSIVE RESISTANT ATTACHMENTS 1N �� PoRF PREDRILLED FASTENING HOLES @ 9"O.C. AS PER NEW YORK STATE HURRICANE —ALL PANELS TO BE NUMBERED AS PER THE =5s~ PROTECTION CODES AND TOWN OF SOUTHAMPTON BUILDING OFFICIALS. WINDOW SCHEDULEaT� 33 3/4" EXTERIOR GRADE ° �° I PLYWOOD SHEATHING N GABLE ROOFS GABLE ROOFS HIP ROOFS —A COPY OF THE PLANS ELEVATIONS AND WINDOW G<,10 o 10°< e<,45 ° 10°< 8 X30 ° 7 0a 1t]IhI SCHEDULE,SHALL BE STORED WITH THE PANELS TYPICAL DETAIL FOR " AND ATTACHMENTS IN A DRY, INDOOR SPACE. PLYWOOD STORM PANEL 10°< 0<45 ° 1004: 0<,30 ° NOT TO SCALE PROVIDE B°COMMON NAILS(9 4"O C.AT HIGH PRESSURE ZONES, 6"O.C.AT ALL OTHER PARTS OF ROOF-TYP. NOTE: a=4'IN ALL CASES I