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HomeMy WebLinkAbout39165-ZSUFwc�-, TOWN OF SOUTHOLD BUILDING DEPARTMENT �. TOWN CLERK'S'OFFICE ' . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39165 Date: 9/9/2014 Permission is hereby granted to: Page, David & Shinn, Barbara 2000 Oregon Rd Mattituck, NY 11952 To: construction of a new single family dwelling as applied for per Trustee approval. Replaces BP 37859. t'�v--r e)wL-T At premises located at: 1854 N Bayview Rd SCTM # 473889 Sec/Block/Lot # 70.-12-39.3 Pursuant to application dated 9/9/2014 and approved by the Building Inspector. To expire on 3/10/2016. Fees: PERMIT RENEWAL $2,467.20 CO - NEW DWELLING $50.00 o�SU�Fo4,r�o C" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS 2 c�! UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) S Permit #: 37859 Permission is hereby granted to: Page, David & Shinn, Barbara 2000 Oregon Rd Mattituck, NY 11952 Date: 3/12/2013 To: Construction of a new single family dwelling as applied for per Trustee approval. At premises located at: 1854 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot # 70.-12-39.3 Pursuant to application dated To expire on Fees: 9/11/2014. 1/29/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING $2,467.20 $50.00 Total: $2,517.20 Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT `DOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANcy This application must be filled in by typewriter or ink and -submitted to the Building Department with the following: A. For new building or new. use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2.. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3.. Approval of electrical installation `from Board of Fire Underwriters. 4. "Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building: .6. Submit Planning Board Approval of.completed site plan requirements_ B. For existing buildings (prior to. April 9,, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2_ A property completed application and consent to inspect signed -by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50:00, --- Swimming pool -X50.00, Accessory Vu-ilding $50.00, /additions to accessory building $50.00; Businesses $50.OU. 2. . Certificate of Occupancy on Pre -.existing -Building - $100.00 3. Copy of Certificate of.Occupancy - $_25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. O_117! {f.�)- New Construction: ✓ Old or Pre-existing Building:' (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property;/ 1➢A(�L �'?A4 5�� Suffolk County Tax Map No 1000, Section Block `�Z Lot 123.9 � Subdivision / Filed Map. Lot: Permit N0.31 o.31!�� Date of Permit. Applicant. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature L r FIELD Eggg ION REPORT DATE COMMNTS FOUNDATION (1ST) _21,t4 ;.,F ............--.- -------------- -----------FOUNDATION (2ND) FOUNDATION ROUGH FRAMN & PLUMBING c* rn INSULATION PER N.Y. STATE ENERGY CODE MAL Azo ADDITIONAL COMMENTS (2Q .firu X ez m Iwo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration 20 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 3 4�% pip DIE C E � V E JAN 9 9 2013 BLDG. DEPT. TOWN OF SOUTHOLD Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form ct: Mail to: Phone: ttas- IN(T APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date V ECO�nP>Sy\, \ A , 20 � ?,- INSTRUCTIONS s a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. z b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. if no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignaturAPOW applicant or name, if a corporation) 1 4o1A P6 YI5 bA\' i rj v0 V\ �-t es L -4t -j �—: , S 0 vz` AVAP-(N (Mailing address of applicant) W10 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 3I5 ON i )o vyhAk- Ts Ld Tsy 119 Name of owner of premises DAV 1'D C/ V PAE, 'Nb OAMMA Serb 6N tob (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. V 0V—Wb `N 0 Plumbers License No. 1L.h%\N Electricians License No. \,\-I Other Tr die s�igepse No. )) OVW 0'Wt-� MIR ,_ 1. Locatsion:o.filand oh which MIR wo it ne: {if'1�,:'-,e4IJK• , ;1.=;i! vu�' nN�"-Ta r}` I�o'ttse"Niirril �'r" ""V' "Street Hamlet 1Z County Tax Map No. 1000 Section �� Block Lot � Subdivision Filed Map No I -Z,- Lot 3 j ' -Z' 2. State existing use and occupancy of premises and intended use .and occupancy of proposed construction: a. Existing use and occupancy '� NCA1\S7 \. l 3 b. Intended use and occupancy 'v—�51�)G Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units 11 Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor If garage, number of cars 2J 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of xisting structures, if any:, Front Rear 14 IK Depth I'j1V Height Number of -Stories Dimensions of same structure with alteration or additions: Front Rear 7 Depth Height Number of Stories 8. Dimensions of entire new construction: Front bi �t� Rear Dept, -i Height IQ)V3yitA'1, 4-'i`awW Number of Stories 2 1' N � K1\,jr6�Ci�%' \Nk- AW /6,AA- ev`I/bE� f -u -cm e0cs, SvV_vE� — vF'V°j OD SWKV e,' o pvSCxLkfts� %A5V'f'= 9. Size of lot: Front Rear Depth 10. Date of Purchase / � � Name of Former Owner EbW RMVWAUA h00 DQUI fF4utU f 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO iC 13. Will lot be re -graded? YES '/� NO Will excess fill be removed from premises? YES NO ®Arm 1 � G 14. Names of Owner of p emises m pp Pflt+l✓ -K Q.MO 2t1s:� 0�(.i�� (t,� 1 Address 1�d'�►-t����� tN liV2- Phone No -0 Name of Architect `ft,- M'& k Address T t Phone No Name of Contractor \V wMQ\NIU M N40 Address Phone No. 11 M\ - -$... - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater. wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO n t2 V1/►1�, * IF YES, D.E.C. PERMITS MAY BE REQUIRED. �-�-V3rr YJ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. All PW* ]p 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SS�& lk_) J 01_,4 -4n, I —Pa f, yy\ t) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer,' etc.) of said owner or owners, and is duly authorized to perform- or have performed -the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. JANET HANKS NOTARY PUBLIC -STATE O Sworn to before me this a 9 �` day of oma• 20 !3 Notary Public r F NEW YORK No.OINA6256108 Qualified In Suffolk County Ission Expires February 21, 2016 Signature of Applicant James F. Bing, President Bob-Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael: J. Domino August 22, 2012 Mr. Jason T. Poremba Jason Thomas Architect 375 David Whites Lane Southampton, NY 11968 BOARD OF TOWN TRUSTEES TOWN OF'SOUTHOLD RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAYVIEW RD, SOUTHOLD SCTM# 70-12-39.3 Dear Mr. Poremba: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 7654892 Fax (631) 765-6641 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. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please -call our office at. (631) 765-1892. Sincerely, v� James F. King President, Board of Trustees JFK:amn I 1 I I BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOL% NEW YORK PERMIT NO. 7247 DATE: FEBRUARY 24, 2.010 ISSUED TO: EDWARD FERGUS PROPERTY ADDRESS: 1854 NORTH BAYVIEW RD., SOUTHOLD SCTM#70-12-39.3 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 February 24, 2010 in consideration of application fee in the sum of $250.00 paid by Edward Fergus and subject the Terms and .Conditions as stated in the Resolution, the Southold Town Board of Trustees' authorizes and perp the following: Wetland Permit to construct a single-family dwelling and garage, 3,725 sf., decki 6.00 sf., shed 288 sf., French drain 160 If., 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 inst44tion.of a line staked hay bales prior to construction activities and maintained throughout constructio and as depicted on the survey prepared by -John T. Metzger last dated October 6, 2008 and StaiiipW approved on February 24, 2010. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. John John Bredemever — Abstained SWPPP Assessment FORM: 03.12 JANIf "AN16 NOTARY PUBLIC -STATE OF NEW YORK No. O1 HA6256108 G'uall(Ied In Suffolk Counfy My Commission Expires February 21, 2016 of Southold - Chapter 236 - Stormwater Management CtTown SWPPP --Storm Water Pollution Prevention Flan Assessment Ferrol GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPUCANr NAME: Owner -Agan -Cwrs Contractor orOther (CuclsOne) Property OWNER. (IFDVrmntthan Applicant) Address: S. - r 95Z Address: T onetk l ! (a Frill —Z9 --&.r TetephOhe Fax 1k E=Malts , G / . /u o6 i E' -Mag: Properly Address:/� Al U V l _,a 2Ci SGL! r L_, Brief Description of Construction�Acaisty, ProposedSauctaral BMPs, Sol StaLali�iion BMPs, Pmje tScope and/or Sequence of Construction Activity S.C.T.M.S: 'gpp 70 LZ mstrtrt semen ataa, me (Prwaondas3uott s�erea�af _[ N S� �&�_._/ J*tEA__62.1t— Name of Conhadbr and/or Conlad Person Responsible for Implementation of SWPP. Address: Telephoned Fax#k ------------------------------- E-Mail,��- Name of Persons Responsible for Installation & Maintemnce of Erosion Control Practice: —JN M14T.6a /-_J�-------------------------- -------------------------------------------- -------------------------------------------- Address: Telephotma Faxes E -maw.. Total Area of All r • p Total Area of land Clearing ���:%_ 2 � / Project Parcels: z-0 androrC�oundDshabanca -------------------------------------------- ---_..__—_--.._--_----------- ---------------- project Duration.• startEnd (Antidpatw) 3�s Date: Date: (nYcneerorc�tentlu0arsl ---------------- _..--.._--_-e____--__ . -----_- Mllth(sProject Disturbs five (5)orMom Acres at 0 [t� Any One Time During the Proposed Development?' Yes No ------------------------- -----------------= -------- —__.----------------------------_--_. DYES: Please Answer theFollowingl a. Does the Applicant have a Qualified Inspector On Q Slaii•To Conduct -the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Sde Q =f fhoNAEA!'cmd onofallPafenfialtptmpaesed WamrhodiesamffcrWetlandrH Inspections will Occur and for What Period ofT(me? Yes No/-- ___ ----------------- -�-��- c. Does the SWPPP Adequately identifyAl(Temporary = and/orPermanent Soil ShbalizationMeasures ? Yes No "-----------------------------_---_-----___---__ d. Does the SWPPP Adequately Identify aComplete Q ------------ ------------------------------------ ProjectPhasing Plan ? ^ T C. Does the SWPPP Indicate Additional Site Specific !_ted I_..J status of Impacted walerbody: (ell. 71111131L. 303(d) Listed, Impaired—) Practices thatW(IIHeUfil(zedtoProtectWaterQualigr? Yes No ---__Z /p. -----------------------------_----- f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance, Form for Review Q Type of rrspneted waterbody: (ell, take, Creek Bay. Pond. Sound, Freshwateiwetland-.) by the Town of Southold? Yes No ------------------------ S1 ATF. OF NEW YORK, OF .SS yCOUMT That 1, ......kA ! ftY ......:.... G11li Z �'?.A... ..... being duly sworn, deposes and says that he/she is the applicant for Permit, ind�l signing (Name of Document) And thathe/she is the ......................................... ........................_._....___. ..- �k( -u;;i17.� ..orateomcer M;: rte) � (Domer, Cas i C«p, Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before a this; ..:..........._.'�.......I -_.......... _.... day of .._M,�. -., ._.. , 20l� Notary Public: :. ...... , .��,_..... .. .......----------_ .. ._ ........... SWPPP Assessment FORM: 03.12 JANIf "AN16 NOTARY PUBLIC -STATE OF NEW YORK No. O1 HA6256108 G'uall(Ied In Suffolk Counfy My Commission Expires February 21, 2016 storm water Management control Plan eheGktiSt 9 7 . 03-12 T.O.S. "SWPPP" Preparation - Chapter 236 Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 Par Department: Use Onty: S.C.T.M.9: "arty Address: vzp �YO"ill 5- 1000 70 /Z 9r3 Dbt1G � Biodc lel REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: Does the SWPPP Ade uatel Provide far end/orindlcate the Followln i i r i YES , NO I N A , Explanation for NO or N A � I Plan Sheet Location (pg. � 9. Drainage _ cu__ons Stortmua BM Dern_ tacontarna7wo ndt Onsite _ j i 1 -___-'_----- 2 Construction PhasingPianlndlceUniliinceofPto�osedConstrudlonAdlvlties.___..--_-� --------- GerreralLorattonMaA�_____ iDiO------------------------------------------------------ ' '0'�' _ _ _ __ _ _ ----- 4. Ora-lar a Sf to Plan Drawn to Scale at_S_bRy (-80� feet to the Inch or larger btdlp ng the FoAowirg _ 1 r� r r 1 1 t r••--------------•--------•----------- --------` Loco!iRSLROARpF J+�949lPJoE XB?I!Rdad�i----- .. L rI�rOL_------`---•------------•---------^`--- ---_____---_ -- - --es - ... -` ----- b. SllaAcleagey____ _-j ----------- h ✓v r 0� •-- ------ --- -- a A0044% Man Mede Features on andwi(hIn50'aFthePro�ertyBounderX,,-_____________________________-_-___ __„_,__-__-_ _ d_ TestHoteDatalndlcafinBoilCharactedstics&Dep6�to3easorglHlhWaterTebl'a;,----impip�-_____---_--------•------------------- -------.----- e. ContaurelndleatinpProeePJevahonsSMln.2a__•-_--'_-`--`----------------------- t.- Spot Glade FTnlsh for - --- ------------- Floor evabons l3rlsUng andPriSposed 86ruct-lase "-'g:'L'ooalonoLVPoo3edArea"s81so7e"tedYieeswllfiaMCnimumi7lro"en`sfonofi�DTameter,: _ _.._ _--_-----_____ _ _ -"h� 6oTiEanservatfonTifs3%YSo�f$urv"-.- ---------------- 5. Background InfohnaUon about the Scope of fhe Project, Location & Descdption of the Sita, iC2f3 r 0 rp rn tonthtft1ndudinnUteFollowl�_� -_ProposedChengestofheSlteand�ExtsUngDev_e10 __..f31Um-pnomsnfaln�llNfvs7sia19ce.�vil nAAl dnhancQA-Ts tlObAtaL----------E0rOrpL------------------------------._-_-:------------------ i i i--------------------------_-_----_---- ----^---_.-- b. All Excavation, Filling, Stopping & Brading Proposed and IdenUfiodas to depth, Volume N��reofNlataljels.lRv9lVg4.................................. _____ ,- __9_ Ali Areae.Ragaldng.gearirrgand/arGru6bLn9L..-•_-----^-^_--_----_...-__ ; 1--------------------- r-------------- -_--_--_-_.----_----_---.---- --------------------•-__-- --- ^ - --- d. AU Areas Where Topsoil is to be Removed, Stockpiled and where Topsoil will ultimately 10[�6iI p1prd �be ao...................... eAllTamporeay&PernanYjodo --. -'d'r'mPsenSTe; - All TeAmn`��tloClr@'ar}tedPPeerttnoenffS'$ti�lofarmce"W6aratlenf(iurioNBM--PP-eCioinndWsolfMPeaskurReusnPotffu The erg-esf`nsg`, _--_._ ____________._______ _.--_..--------'---------_._ - ------- `- --------------------------------- IpI r---------------- - ----- - ®LrCJ[ Iip -`----- -The tenma eDTg ___'._- O_i-Vtie-l'iauess;_ 8-o•_-`' I_hI'meplroovcaamlloenn �7eifmvepwaraayrys;/8cStte-u ipl� -----------------------`---------------------•-----_. -` .h. .'_ . oPra-ist -- _-yir; l10;-__-_..-•----------------------------._-----=---------- tnsf:afinlcRJuosd6drsg. Cci%daewseaT"'$iisL; trio u"sd;Si-=otrnu rTfiePxls�Trtg�Fieal�onCouFaenaorrSpol�ievaBmrsoftfieslte. r[ ]I ------------------------------------------------------- I S. A Schedule of the Sequence for the installation of All Plannetl Soil F�oslon Sedrmentatlon __.._----- IOI ------------------------------------------------------- i mni p i0 i ----_._------- & &StormwaterRunoH.ControlMeasures. ---- - - -- --- ----------- -- tArlW---•---------- - -__ 7. DescriQtoriofpollutionPreventionMaesuresthatvAllbetmplemented. _a --a 1 I__..__.____..-------------------__----_--_,_ iOiO _-___-,..._________..__.__.._____-.._._____ --------__-- __________..__ B. A Description of the M--lmum Erosion & Sediment Control Practices to be Ihstafled andlor do_ffDCroEadiConstructtonActiNtY9ratwlllresuUlnSoflDisturhartce. i �0� p 9. _DIm�esfgempelimo_rei.00Lq n&Wa_tematerials_____r t r�pi-_-_-_^__„- —___-_--`-------------..--.---------------- -.-_--_-----_-_--- O _-_---_-_ -----._._ 10.Temporary& Permanent Soil WHIlikon Pian that meets the Current Version of the -- __New YorkSteteStormWaterDes nManualTecftnlialStarrdard. 11. QeneraiSitePlsnan5Uzq. rucllonOrawln'�c-s---. Project „_-_..__ �__ .-_---_----' 'Or0'___---__-__.,_____---___,._______ 12 Oimensions1M9tet_ial8Qed_Hwllune6lnsla0a°oriDe'tailefarAlEravWn&SedimerrtCantrolPrectices_; ip;p� r I r----- ----- ----------------...._..__----- -___--_-,-__- 13. Tem PmcUrssUiatwillbeComertedloPemtaneMcontrolMeasurea _ _----------- _� I�t�r_--_----`_____________ ..________----__ _ __- _ 14.• Im�lemealaUon3chadulatorBtagingTemLwrar�EiosionControiPracticeorBMP_-------_-j -`-------------------------------"-_--- I5. Maintenance Schedule ta,Ensure Continuous & Effective Opeiallon of Erosbn 8 Sediment Control Practices. r I I r �Ip1L]r ----_---.._ _ j 6. Names of PatenUal Surface Waters of the Slate of New York endlor M34 that maybe I 1 1 ---------------------------------------------------------- '�'p i0 i ImeactedbydevebpmenL -------- __a i r r ------------------------ f7. DaUneationofStonnWater ao lP!enlmQlemerdaionReseonslblllaasforEachpart-----p�pr______- 'ProeciConslrudlon&Its.------------ 1 r______________________.._.._------• --_.._______-_ _-----_ _..-------------------------------`-__-_-..i 18. All otherExiatlnalConi�atDescribes3tormWtof(a) espondlarNarurelDling, SYra(es____l�ip114 19.� Iderd'IficaBon of All Contrector(s)! Sub Con'tractorte) Responsible for installing, Constructing, r r r-'-------^------_-___--------^___--_.__-----__--_'__.._ p�-___-_-_,.__.._-------_-..-------------------._------- , t Repalrin . Replacing, Ins and Maintainingthe Erosion & Sediment Control Pracdces. a 101=r storm water Management control Plan eheGktiSt 9 7 . 03-12 �* t Dix.'Hrlls; NY''11746 W � N rty of the first part, and DAVID C. PAGE and BARBARA SHINN, ht_S tJ-)t?e residing at 2000 Oregon Road ' Plataituck, NY 11952 party of the scLond part. NVITNESSI711 1, that thE: party of the first part, in consideration of SEfE'i IIUi;DRED FI'i•'TY THOUSAND ($750,000.00) AND 00/100---------'------ ------ dollars paid by live party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assign. or the party of the second part forever, A LL that cen:#in plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being t I`,lac'-X at Southold, in the "Town of Southold, County of Suffolk and State of New Yore{, bounded and described as follows: BEGlNN ;G at a point on the southerly side of North Bayview Road at the easterly M S'TRIM, ;E side of a 30' Right–of–Way and at the northwesterly corner of land now or 1000 formerly of Lucy B. and William Kuhl; RUNNING THENCE along the westerly side of s}(—y!O., Land now or formerly of Kuhl South 0 degrees 16 minutes 20 seconds East 222.05 07000 i feet to land now or formerly of James E. Reidy 2000 Revocable Trust; RUNNING II1.0cill THENCE South 69 degrees 00 minutes 00 seconds East along said land 300.00 feet; 1200 T111'NCE South 9 degrees 00 minutes 00 seconds East 182.47 feet to Goose Creek; LOT 1"1llii:C€� t1le following courses and distances along Goose Creek: p.;9003 1) North 82 degrees 53 minutes 55 seconds Westl41.11 feet; COUNT2) ';or -,Ii 61 degrees 15 minutes 5 seconds Westl21.18 feet; :iU1'1°C,I.v, 3) iinrth 30 degrees 59 minutes 10 seconds West 178.84 feet to land now or nrreriy of Kuhl.; THENCE along land now or formerly of Kuhl North 0 degrees 16 ^:ir3ut^s 20 seconds West 292.51 feet to the southerlyside of North Baywood Road; 11ang the southerly side of North Baywood Road South 68 degrees 37 minutes .)r ;t>wt3ndc East 32.28 feet to the land now or formerly of Kuhl at the point or place cr BE..GIN"NING. Fc=arra :n:trl intended to be the &ane premises as conveyed to the party of the s ! 9 p;,, b y deed recorded in Li.ile 9272 pg. 46. SAID ?."E;?1SFS is corrrtonl.y known as and by 'Vacant Land at 1854 North, Bayview t`v #r1sT �v=tt]sr�1d, N 11971,. I t tt AL t i i1;K :with nit til;ht, talc and interest, if any, of titc party of the first part in and to tiny streets and roads abutting the above r;2 ,4 ritx d (arrtls =rC� to tlic certicr tines Illercof; `I'OGI:r ftii:R with the appurtenances and all the estate and rights of the party of IIIC ar*t hat) sY. +ir d it) i i piCltlltit a:'hn i lA�l A1D TO f COLD the premises herein granted unto the party of the second part tlsr heirs +er and 3""igris of the party of the second part forever. ANNla the pafl'i of 11:e first pint t oct naiits that the party of the first part has not done or suiTcied anything whereby the sat( fM'C.tt'#/5+ � 1 c ball eliLnttll'�CtCd in arty xray whale l'(, CxCCpI ati aforesaid. y �. ft) the p1lati, of tite :Inst p:ul, In collipliallce �%ttii Section 13 of the Lien Law, covenants that the party of the first, l aria it e ye Ilk cofvlaisfrfat %ou fxrr Ilu� t:wln,cy.11we'iart wIIt hold Ate right to receive such consideration as a trust fund to be;applte 8151 for tilt purl'xne of paying the Lust of tile: ut#provcnieut :ind will apply the same first to the payment of the (ostrof'ttt 3 $ t�xtiv�artkcru lv fns Using ally purl of the total of the s, alrtc fttr any tither purpasc. "lite word "party" shall be constr�u6cltas;if p�flit vittroe. rttec }erase of dos indenture so requires, 13RE'OF,1he lxtrty of the fast pan has duly executed this deed the day F TOWN OF SOUTHOLD, PROPERTY RECORD CARD OWNER STREET r 6 VILLAGE DIST. ' SUB. LOT a v/ v a�q_p &'r- ! !' / vXf4A0Ga S'buYr!o FORMER OWN :LaLm� Fey S N a- E �" �, ACR. mc4 pw ,Cmv-" ,pry�� . r-. •.,,eba,� soy, ,9/� LTJ -T P1 1 ' fA/Yd �r .S' S -� ry W b,/ TYPE OF BUILDING RES. SEAS. VL. �, FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS J ry4-S66-9 ;3 0,,- es 0 o -n // 2, ✓ X"71, 1Zr,-„7—"`' t 9 S -Z &e Z '%1 loo . S-41 �4r3,' 0iJn ` s,yy4a y 6_41 s /,j ,7” �r 4 A dA - 5ra F 6-4 ?-i a Pd P10 R_s'Jac. Z �36 S �e45Z 4. Yaa,'A'°9z7A- E4)7fhp 02 / k& 9 ' , mac. c� � � e �n� , 'DO-)M"�'�� eP rcL J9(�6t}Jl, to a►a og 3�a�•� • Tillable FRONTAGE ON WATER CSO *A7A - Woodland FRONTAGE ON ROAD Mecadov kxW DEPTH House Plot BULKHEAD Total _. �, Cm IQ -50) c�+lpnip (1,*u Ao,NaniJa JauuOa '8 '0 8 'NIS JOold puZ SWOON WOON u01409,J30- 013od IN 10013 ;s i SWOON }OON aal o6OJo0. 2fa 400H a:)old acid Aomazosig 21I ysiuij Joiia;ulSIIDM '4x3 4�Otl .N sJOo13 4uauuaso8 yid a;;auid y;OB u01;opuno3 UOISua;x3 . uoisua;x3 uoisua;x3 'BPIB 'W Cm IQ -50) c�+lpnip (1,*u REScheck Software Version 4.4.4 Compliance Certificate I Project Title: Shinn Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York 9�� Construction Type: Single Family 1-1 ► r, �7 2ffl1 Project Type: New Construction Conditioned Floor Area: 3,963 ft2 -- — g0., �EpT Glazing Area Percentage: 25% TO V�N;i7F.S0UTHOhDn Heating Degree Days: 5750 -' - Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: North Bayview Road David Page Jason Poremba Southold, NY 11963 2000 Oregon Rd. Jason Thomas Architect Mattituck, NY 11952 375 David Whites Ln. 631 804 0367 Southampton, NY 11968 631 488 4488 Compliance:trade-off Compliance: 15.8% Better Than Code Maximum UA: 650 Your UA: 547 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss Skylight 1: Metal Frame:Double Pane with Low -E SHGC: 0.00 Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E SHGC: 0.00 Door 1: Glass SHGC: 0.00 Basement Wall 1: Solid Concrete or Masonry Wall height: 9.3' Depth below grade: 4.6' Insulation depth: 9.3' Floor 1: All -Wood Joistffruss:Over Outside Air Compliance Statement. The proposed bui l submitted with the permit application. The requirements in REScheckVersion 4.4.4 n to Name- NO 3,963 38.0 0.0 118 23 0.510 12 3,442 25.0 0.0 138 650 0.250 163 196 0.310 61 1,199 0.0 30.0 36 728 38.0 0.0 19 with the building plans, specifications, and other calculations meet the 2010 New York Energy Conservation Construction Code ments lis din the REScheck Inspection Checklist. � Zv r3 Date Project Title: Shinn Residence Data filename: C:\Users\Will\Documents\JTA Projects\Shinn\ShinnResCheck.rck Report date: 02/05/13 Page 1 of 7 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 11 High Impact (Tier 1) 2" Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Shinn Residence Report date: 02/05/13 Data filename: C:\Users\Will\Documents\JTA Projects\Shinn\ShinnResCheck.rck Page 2 of 7 2010 New ;York Pre-inspection/Plan. Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions Energy 103.2 ; Construction drawings and �❑Complies ; [PR1]r :documentation sufficiently J❑Does Not Comply:, :compliance demonstrates energy code ❑Not Observable for the building envelope.❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not Comply 1 [PR3]1 demonstrates energy code ❑Not Observable gip, ; compliance for lighting and ❑Not Applicable mechanical systems. Systems searing ;multiple dwelling units must demonstrate compliance with the commercial code. 403.6Ii Heating and cooling equipment is ; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply a loads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable J approved methods. Btu/hr Btu/hr ; ❑Not Applicable Additional Comments/Assumptions: -11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Shinn Residence Report date: 02/05/13 Data filename: C:\Users\Will\Documents\JTA Projects\Shinn\ShinnResCheck.rck Page 3 of 7 j 2010 New York. Energy Foundation Inspection Complies? Comments/Assumptions 303.2.1 Exposed foundation. insulation ;❑Complies [F011]z_ (protection. ❑Does Not Comply gr :❑Not Observable ❑Not Applicable Snow melt controls. ;❑Complies [43"8 :❑Does 12]12 Not Comply T❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13'41 Low, Impact (Tier 3) Project Title: Shinn Residence Report date: 02/05/13 Data filename: C:\Users\Will\Documents\JTA Projects\Shinn\ShinnResCheck.rck Page 4 of 7 2010 New- York. Framing / Rough -In Inspection Plans Verified Value Field Verified . Value Complies? . " Comments/Assumptions'. Energy , , , 402.4.4 ;Fenestration that is not site built is _ [FR20]' :fisted and labeled as meeting JE]Complies []Does Not Comply AAMAIWDMA/CSA 101/I.S2/A440 or ❑Not Observable ; has infiltration rates per NFRC 400 ❑Not Applicable that do not exceed code limits. 402"4.5 IC -rated recessed lighting fixtures ° ❑Complies ; [FR16]2' sealed at housingfinterior finish and ❑Does Not Comply labeled to indicate &It = 2.0 cfm -]Not Observable. ; j leakage at 75 Pa. ❑Not Applicable 403.2.1 !Supply ducts in attics are insulated to R- R- ;❑Complies ; [FR12]1 R-8. All other ducts in unconditioned R_ R_ ;❑Does Not Comply ; ,,spaces or outside the building ; �❑Not ObservableCQ envelope are insulated to R-6. Not ;❑Not Applicable applicable if all systems are ductless. 403.2.2 'All joints and seams ofair ducts, air ❑Complies ; [FR13]' handlers, filter boxes, and building❑Does Not Comply V ; cavities used as return ducts are ❑Not Observable ; sealed. ❑Not Applicable 403"2.3 'Building cavities are not used as ducts ❑Complies TI [FR15]3 - or plenums. ❑Does Not Comply t x ❑Not Observable ; I ; ❑Not Applicable 403.3 HVAC piping conveying fluids above ; R- ; R- ;❑Complies ; [FR17]2 J 105 OF or chilled fluids below 55 OF :❑Does Not Comply are insulated to R-3. ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water pipes are; R- R- ;❑Complies ; [FR18]2 insulated to R-2. ; �❑Does Not Comply ;❑Not Observable ; } ;❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]1 j installed on all outdoor air intakes and ❑Does Not Comply 1 fexhausts. ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 1 'High Impact (Tier 1) 2 Medium Impact (Tier 2) 3Low Impact (Tier 3) Project Title: Shinn Residence Report date: 02/05/13 Data filename: CAUsers\Will\Documents\JTA Projects\Shinn\ShinnResCheck.rck Page 5 of 7 2.010 New York Insulation'lnspection Complies? Comments/Assumptions Energy 303.1 IAII installed insulation labeled or ;❑Complies [IN13]2 installed R -values provided. :❑Does Not Comply J t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) `2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Shinn Residence Report date: 02/05/13 Data filename: C:\Users\Will\Documents\JTA Projects\Shinn\ShinnResCheck.rck Page 6 of 7 2010 New York, Final Inspection Provisiohs Plans Verified Value Field Verified Value Complies? . Comments/Assumptions Energy 402.4.2, ; Building envelope tightness verified ; ACH 50 = ; ACH 50 = ❑Complies 402.4.2.1 by blower door test result of &lt;7 ACH: :❑Does Not Comply [Fl 17]1 ;at 50 Pa. This requirement may :[-]Not Observable 1 t ;instead be met via visual inspection, ; ; ❑Not Applicable ,in which case verification may need to occur during Insulation Inspection. 402.4.3 Mood -burning fireplaces have ❑Complies [FI8]2 i gasketed doors and outdoor t Does Not Comply; combustion air. IE]Not ❑Not Observable Applicable ; 403.2.2 Duct tightness via post -construction cfm cfm❑Complies ; [F[4]1 with maximum leakage of 8 cfm to ❑Does Not Comply outdoors, or 12 cfm across systems.COO ❑Not Observable For rough -in tests, verification may ;❑Not Applicable need to occur during Framing Inspection, with maximum leakage of 6 cfm across systems and 4 cfm ;without air handler. 403.1.1 { Programmable thermostats installed )❑Complies [Flg]2 Ion forced air furnaces. ❑Does Not Comply 1❑Not Observable EINot Applicable 403.1.2 Heat pump thermostat installed on 111Complies [FI10]2 I heat pumps.j❑Does Not Comply ;,❑Not Observable E] Not Applicable 403.4 Circulating service hot water systems ❑Complies [FI11]2 , have automatic or accessible manual ❑Does Not Comply controls. ❑Not Observable j ,❑Not Applicable ; 403.9.1 'Readily accessible switch on heaters ❑Complies ; [F[12]3 ; for swimming pools. ❑Does Not Comply iE]Not Observable ❑Not Applicable 403.9.2 'Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. ❑Does Not Comply []Not Observable I []Not Applicable ; 403.9.3 'Heated swimming pools have a cover. ❑Complies [F]20]3 Covers on pools heated over 90 °F ❑Does Not Comply! ;are insulated to R-12. , i❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F[7]2 E ❑Does Not Comply U ❑Not Observable ❑Not Applicable ; 303.3 1 Manufacturer manuals for mechanical i❑Complies ; [FI1.8]3 Sand water heating equipment have ❑Does Not Comply been provided. ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Shinn Residence Report date: 02/05/13 Data filename: C:\Users\Will\Documents\JTA Projects\Shinn\ShinnResCheck.rck Page 7 of 7 0 2010 New York N/" Energy Conservation Construction Code Energy Efficiency Certificate Wall 25.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U -Factor SHGC Window 0.25 Door 0.31 Skylight 0.51 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: Shinn Residence Window/Door Schedule: 1 Entry Door- 6' Sider with 2' Sidelight 2 Loewen 3 Loewen 4 Loewen 5 8' Door -Sliding 6 8' Door - Sliding 6b Loewen 7 Loewen 8 Loewen 9 Loewen 10 Loewen 11 Loewen 12 8' Door- Sliding 13 8' Door -Sliding 14 Loewen 15 Loewen 16 Loewen 17 Loewen 18 Loewen 19 Loewen 20 Loewen 21 Loewen 21b Loewen VTOWN 22 Loewen 23 Loewen 24 Loewen 1 i 201$ 25 Loewen 26 Loewen 27 LoewenDG. DEPT. 28 Loewen OF SOUTHOLD 29 Loewen 30 Loewen 31 Loewen 32: Loewen 33 8' Window- Fixed Pane 34 8' Window- Fixed Pane 35 Loewen 36 Loewen 37 Loewen - 38 Loewen 39 Loewen 40 Loewen 41 Loewen 42 Roof Deck. Door -6' Sider with 2' Sidelight 8'-0" x 8'-6" (R.O.) Pane Area: 53.2 sq.ft. 2'-2" x 4'-0" (R.O.) Pane Area: 6.2 sq.ft. 4'-10" x 8'-6" (R.O.) Pane Area: 35.2 sq.ft. 10'-31 /2"x 8'-6" (R.O.) Pane Area: 35.2 sq.ft. 8'-0" x 8'-6" (R.O.) Pane Area: 57 sq.ft. 8'-0" x 8'-6" (R.O.) Pane Area: 57 sq.ft. 4'-11 1/2" x 8'-6" (R.O.) Pane Area: 42.1 sq -ft - 2' -6" x 7'-6" (R.OJ Pane Area:14.4 sq.ft. 5'-4" x 2'-0'' (R.O.) Pane Area: 7.8 sq.ft. 1'-10" x V-2 5/8" (R_O.) Pane Area: 1.1 sq.ft. 1'-3 7/16" x 2'-10" (R.O.) Pane Area: 2 sq.ft. 3'-4" x 8'-2" (R.OJ Pane Area: 22.5 sq.ft. 8'-0" x 8'-6" (R.O.) Pane Area: 53.2 sq.ft. 8'-0" x 8'-6" (R.O.) Pane Area: 53.2 sq.ft. 2'-513/16"x 2'-0" (R.O.) Pane Area: 3.3 sq.ft. 1'-1 1/8" x 4'-0" (R.O.) Pane Area: 2.4 sq.ft. 1'-1 1/8" x 2'-0" (R.O.) Pane Area: 1.2 sq.ft. -'1'-1 1/8" x 4'-0" (R.O.) Pane Area: 2.4 sq.ft. 1'-1 1/8" x 4'-0" (R.O.) Pane Area: 2.4 sq.ft. 1'-1 1/8" x 4'-0" (R.0) Pane Area: 2.4 sq -ft - 4! -5 7/16"x 101-8 3/8" (R.O.) Pane Area: 39.6 sq.ft. '-6" x 2'-0" (R.O.) Pane Area: 12.2 sq.ft. -0" x 3'-0" (R.O.) Pane Area: 1.9 sq.ft. '-10" x 5-0" (R.O.) Pane Area: 6.4 sq.ft. '-6" x 5'-0" (R.O.) Pane Area: 4.4 sq.ft. '-6" x 5-0" (R.O.) Pane Area: 20.8 sq.ft. '-10" x 5-0" (R.O.) Pane Area: 10 sq.ft. '-2" x 8'-3 7/8" (R.O.) Pane Area: 53.4 sq.ft. '-6" x 7'-3 5/8" (R.O.) Pane Area: 14 sq.ft. '-10 7/8" x 1'-11 1/16" (R.O.) Pane Area: 2.2 sq.ft. 1'- 4 3/16"x 2'-101/16" (R.O.) Pane Area: 2.2 sq.ft. 1'-10" x 1'-2 5/8" (R.O.) Pane Area: 1.1 sq -ft - 2' -10 1/8" q.ft.2'-101/8" x3'-41/4" (R.O.) Pane Area: 7.1 sq.ft. 1'-11 3/8" x 5-7 3/4" (R.O.) Pane Area: 7.9 sq -ft - 8' -0" x 8'-6" (R.O.) Pane Area: 53.2 sq.ft. 8'-0" x 8'-6" (R.O.) Pane Area: 53.2 sq.ft. 2'-5 7/16"x 2'-0" (R.O.) Pane Area: 3.4 sq.ft. 3'-4 5/16"x 2'-0" (R.O.) Pane Area: 4.6 sq.ft. 1'-9 7/16"x 2'-0" (R.O.) Pane Area: 2.5 sq.ft. 1'-9 7/16" x 3'-6" (R.O.) Pane Area: 53.2 sq -ft - V -1 1/8" x 5'-0" (R.O.) Pane Area: 3 sq.ft. 1'-1 1/8" x 5'-0" (R.Oj Pane Area: 3 sq.ft. 1'-1 1/8" x 5'-0" (R.O:) Pane Area: 3 sq.ft. 8'-0 3/4" x 8'-0" (R.O.) Pane Area: 29 sq.ft. FRENCH DRAIN DETAIL r; COARSE .• .. GRAVEL • • STONE •; o is' "PROPOSED -CROSS--SECTION - ----- FRENCH DRAIN (160' xl.5'xl.5') (360 cu. ft.) AREA OF WETLANDS=3„362 SQ. FT. 63,302 SQ. FT. — 3,362 SQ. FT. =59,940 SQ. FT. LOT COVERAGE 3,228 SQ. FT. PERCENT LOT COVERAGE 3,228 / 59,940=5.49 - TEST HOLE DATA ELI.J' LOAMY SAND ---- 10' MEDIUM 1D COARSE SAND SW ---- 4' SANDY CLAY &WADING To CLAYEY SAND SC — — — — 3.5' WATER IN CLAYEY SAND SC e' WA1ER /N PROW SOC OH wATM IN GREY CLAYEY SAND SC ---- 1J' WA71M IN MEDIUM M COARSE SAND _4P It, FLOOD ZONE LINES FROM FIRM 36103CO166 G MAY 4, 1998 ELEVATIONS REFERENCED TO N.G. V.D. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCT70N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from Feld observations and or from data obtained from others. ANY AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. AREA= 63, 302 SO. FT. 4 =LATH SET TO TIE LINES ♦ = WFTI.AN0 FLAG FE mG J.J'Wk N3 1v tv O Z1, SUFFOLK COU;.TTY DEPA TR IIN FNT OF HEALTH SERVICE'S ANGLA ONLY APPROVED EXPIM- S THREE YEA RS FROM DA.TZ OF APPROVAL SEPT. 1 0 13, 2006 REPLOONS) DEC. 19, 2006 FRENCH DRAIN, CONTOUR, FILL CALC.) IREPLOT z. j IFF OCT. 30, 2007 (DRYWELLS) TOWN OF SOUTHOLD � to OCT. 6, 2008 (REVISIONS) SUFFOLK COUNTYN. Y. Uj I I OCT. 7, 2011 (REPLOT HSE.) Cr) JUNE 1, 2012 (NEW SANITARY SYSTEM DESIGN) o JUNE 15, 2012 (SANITARY REVISION) w rq 0 ( JANUARY 6, 2005 (Revisions) SEPTEMBER 9, 2005 (Loc. wetlands /fogs, revise prop. house) NOV. 9, 2005 (REVISIONS) FEB. 2, 2006 (ADDITIONAL LATH) I MARCH 22, 2006 (ADDITIONS) O I I M0= nUrY II POLE �\ FE mG J.J'Wk N3 1v tv O Z1, SUFFOLK COU;.TTY DEPA TR IIN FNT OF HEALTH SERVICE'S ANGLA ONLY APPROVED EXPIM- S THREE YEA RS FROM DA.TZ OF APPROVAL SEPT. SURVEY OF PROPERTY 0 13, 2006 REPLOONS) DEC. 19, 2006 FRENCH DRAIN, CONTOUR, FILL CALC.) IREPLOT AT BA YVIEW j OCT. 17, 2007 HSE.) OCT. 30, 2007 (DRYWELLS) TOWN OF SOUTHOLD SEPT. 11, 2008 (SPOT EL.S) OCT. 6, 2008 (REVISIONS) SUFFOLK COUNTYN. Y. Uj APRIL 20, 2010 (CERTIFICATIONS) OCT. 7, 2011 (REPLOT HSE.) 1000-70-12-39.3 JUNE 1, 2012 (NEW SANITARY SYSTEM DESIGN) SCALE.' 1=J�O� JUNE 15, 2012 (SANITARY REVISION) JULY 14, 2012 (NEW SANITARY SYSTEM DESIGN) FEBRUARY 20, 2004 AUGUST 17, 2012 (REVISED BUFFER DESCRIPTION) JANUARY 6, 2005 (Revisions) SEPTEMBER 9, 2005 (Loc. wetlands /fogs, revise prop. house) NOV. 9, 2005 (REVISIONS) FEB. 2, 2006 (ADDITIONAL LATH) MARCH 22, 2006 (ADDITIONS) MAY 18, 2006 (REVISIONS) PROPOSED GRADING PLAN (j� TRF OF RMd t �- nr�e�r�eer�r� EXCAVATfON tN8AE C/y� rp 3' SAND .�lO�E'lPaE�F1F. I+� N CTI0�4 �EV[+i.fi COLLAR >zlr,.,we�wwr�E� ^wi��� BOT EL ao- r,e7 e-+r�n ne7 rVi' ARy SYST9.1 roHM R sY HEALTH a -PAR WENT TOTAIOFI EAL1MK 00” >.. \ Opt Z \ Gw EL71 m\ to --------- r2 N/p p gMFS \ f 'Poo O �. 00OO y <<�tiC 00 �UeZ/RFVOCAB�F \ � \ Mir � � �W,>,•y=.� • " � T y� � IFN 1 P es• AN to p O700 Sir SAM COLLAR MIN. 10 D""M UNDER RIND HOME FINMN FLOOR L 14A 4'PVC FIFE, MN.1T FER 7►_119AF71'�F'�F'9F7 INIFT = !L./• n1Anr.r•_+G�rsI�F9 INVE� WIT" rymI rinlnEER17nF'�F• EL.0 E-99 ' F]!�!'1 ■'1 PSA 19T7nTAW MET NVFTfT EL. l/ /' ERAflaN 1,aDD GALLON o 1.1 lDVAIETER •EFTIC TANK �• BART OF ar OAUIFIED SOU PER TM "ING ...... _ _ ¢ tis'yso , %zcN s 000 1 ?1-,e, W82 CERTIFIED TO: DAVID C. PAGE BARBARA SHINN STEWART TITLE INSURANCE COMPANY Q =DRY WELL Fo-------=PROPOSED CONTOUR w41 WVRMY aVRd BRALL k 1 Di FROM DILWATED WETtAPDI PROPOSED SEPYAGE DISPOSAL SYSTEM (2 BEDROOMS [5 3' DEEP LEACHING POOLS WITH 3' SAND COLLAR 1,000 GALLON SEPTIC TANK BOTTOM OF LLiiCHING POOLS TO BE .!,,"ABOVE GROUND WATER APPROXIMA TEL Y 152 cu. ft. OF FILL REQUIRED. SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: EDWARD ARMUS ENGINEERING 36 DEER RUN WATERMILL, NY 11976 N lV.'Y. S. LIC. NO. 49618 PECONIC SURVEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 SOUT HOLD,NTRAVELER 971 04 _� 0 p \ x \xI O x NOW OR FORMERLY: � RENA & WILLIAM KUHL n' i DWELLING SURVEY OF PROPERTY FOR MAP OF NORTH BAYVIEW ROAD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-70-12-39.3 AREA OF PROPERTY - 63,302 SQUARE FEET AREA OF WETLAND - 3,362 SQUARE FEET 63,302 - 3,362 = 59,940 SQUARE FEET LOT COVERAGE - TO BE DETERMINED % OF LOT COVERAGE - TO BE DETERMINED O _x ALLOWABLE 20% (GREATER OR LESS THAN) - TO BE DETERMINED SCALE 1't = 20'-01 1 INFORMATION TAKEN FROM SURVEY PREPARED BY PECONIC SURVEYORS, P.C. PO BOX 909 1230 TRAVELER STREET SOUTHOLD, NY 11971 L. 6.0' NOW OR FORMERLY: LUCY B. & WILLIAM KUHL UTILITY D � POLE Cn m > W E STK m SET N N � REBAR ✓�/�,, vo SET �'/�s'�� �� \ 9, R���Y oR00 Fa . � � p. S69 0 0 200o101 R 10 M�R�00vv/71� CAlot-%'100I rroptoo," 0 ' E4 F 'N o\ 0 E X 30 (160, ''• ' ` I �Sryo 001 4/NF V� • 0 :;• \ , , 861_ .SPIKE :, I 1 O. 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FTG. #5 @ 12" O.C. BOTH DIR. 36" X 36" X 10" P.C. FTG. #5 @ 12" O.C. BOTH DIR. (IIIIIIIIIIIIIIIIIIIIIIIIIIII I � IIIIIIIIIIIIIIIIIIIIIIIIIIII Q 11111 I 1111 I I I I I I t 1111111111111111111111111111111111111 111 Q /1tiOQpQ 11 1 1 1 1 1 1111 I 111 I 111 111 V I I 111 I I l 1111111 111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII I L0 G\FLp0R 11 �la y,1 (2) 4X12 DROPPED GIRDER �.—.—.—.-- PILE AND FRAMING •/ /R�1,Z°Cz QZ I I I PLAN I I O�pQe/ 'l1a�12/ Of w NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 — C-9 w wI I I 2 REVISED BUILDING DEPARTMENT SET 3.8.13 oROPPE a. . Uj GN °QQ�/ / IW I 04 XI I wI •/•/• 121a� � v N N Op��� Of Uj uj / iX x �I al wl / O ofI 0 I p C / N N North Bayview Road / / Southold, NY 11963 QOOG\FtiOj•/ ,/ NOTES Plans Condon are prepared by 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 /PILE NEW 110"0 CCA AND FRAMING PLAN alterations, and a specific description of the alteration. 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IIIIIIIIIIIIIIIIIIIIIIIIIIIII PA m f0 m IIIIIIIIIIIIIIIII 1111111111111111 PA 2X8 P.T. DJ @ 16" O.C. FIRST FLOOR 1/41' = 1 '-0" FIRST FLOOR FRAMING i - Z r N F - z Z) IN z O CCL G Q LO NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 North Bayview Road Southold, NY 11963 NOTES 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. G� ARC C. �, '3348` ���• I'I'lll'I'I'I'I'I'lll' 'I'I'I'I'I'I'I'lll'I'I ©IIIIIIIIIII IIIIIIIIIII Illllllllllllllillllll � lillllllllllllllllllll IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII � Illllllllilllllillllll IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII�I�I IIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIII I'I'III'III'I'III'I'I'I'I'III'I'I'I'I'I'I'I'I'I'I'I'I'I'I I'I'I'I'III'I'I'I'I'I'I'I'III'I'1'I'I'I'I'I'I'I'I'I'I'I'I I'I'Ill'I'Ill'I'1'I'I'I'III'I'I'I'Ill'I'I'I'I'I'I'Ill'I'I I'I'I�I'lllll'I'I'I'I'11111'I'I'I'I'I'I'I'I'I'I'I'I'I'I'I I'I'III'I'I'I'I'I'I'I'I'11111'I'I'I'I'I'I'I'I'I'I'Ill'I'I I'I'Ill'I'I'I'III'III'I'I'III'I'I'Ill'I'I'I'I'I'I'I'I'I'I I'I'lll'I'lll'I'III'I'I'I'III'I'I'lll'I'I'I'I'I'I'I'I'I'I 100 (C) 0) c N � pp w d- i- � z w 00 z O M CO �- Q I- 00 UU) 0 Ltd SECOND FLOOR FRAMING NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 1 REVISED BUILDING DEPARTMENT SET 3.8.13 North Bayview Road Southold, NY 11963 NOTES 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. 3� I EI I 11111111111111111111111111111111 00 11111111'lllll'111111111'I'lllll N 11111111111111'lllllllll'1111111 11111111111111111111111111111111 00 1111111111f111111111111111111111 11111111111111111111111111111111 11111111111111111111111111111111 11111111111111111111111111111111 r � 11111111111111111111111 00 �I i— (� � 'RowIlllllllllllllllllllli IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIII111'i111111'lllll • r co I I IIIIIIIIIIIIIIIIIIIIII CD �� 1111111 11111111111111 1111111111111111111111 �"� �y. eaC3.. 1111111111111111111111 1111111111111111111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIII IIIIIilllllllllll IIIIIIIIIII 111111111111111111'111 ` z 1111111111111111111111 1111111111111111111111 cc G I I I I I' 1111111' l 11111111' 1 1 1 1 l' i l l l l l l l l l l 1111' 11111111111 1111111111111111111111 1111111111111111111111 0 \ �I�IIIIIII�I�I�I�I�I�I U A Or% ' I' I' I' I' I' 1' IIIIIIII III IIIIIIIIIII I' I' I' I' I IIIIIIIIIII IIIIIIIIIII 11111 i1111111'111'I'Il � IIIIIIIIIIIIIIIIIIIIII r , U 11111'11111'11111'1111 C� IIIIIIIIiIIIIIIIIIIIII �+�*'' 1111111111111111111111 W I11111111IIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 1111111111111111111111 © 1111111111111111111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII WIWA III1111111111111111111 IIIIIIIIIII IIIIIIIIIII 1111111111111111111111 i i 1111111111111111111111 `i U 1111111111111111111111 IIIIIIIIIIII1111111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 11111111111 IIIIIIIIIII I I � 111 I I 11111111 I' 1111 I I' I' I I' I' 1111 I' IIIIIIIIIII IIIIIIIIIII 'Illll'I'11111'11111'1 1'11111111111111111111 I 1111 I I W Q III11111111 �/;� illllllllll 1111111111111111111111 �/ IIIIIIIIIIIIIIIIIIIIII CC G Illilllilll IIIIIIIIIII 1111111111111111111111 � 1111111111111111111111 1111111111111111111111 O s� 1111111111111111111111 1111111111111111111111 + 1111111111111111111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIII IIIIIilllllllllll IIIIIIIIIII z 1111111'11111'IIIII'I'1111111'IIIII'I'Illilll'1111111'III I'III II Iill 11 11 llll'I'III II'I'1111111111111'I'I II II'I'I II 0 I I I I I' 1111111' l 11111111' 1 1 1 1 l' i l l l l l l l l l l 1111' 11111111111 111111111111111111111' 1111111111111' 11111111111111111' I I111I11111'I'II I II'I'11111'111111I'I'II (IIIIIIII 111 (III III I IIIIIIIIIII' 1 1 1 1 1 1 I' 1 1 1 1 1 1 I' 11111' I' 1 1 1 1 l' I' I' I I I I I I I I I I I � ROOF FRAMING r i' Z Z 0 2 Q 0 U) S 0 NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 North Bayview Road Southold, NY 11963 NOTES 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. Table 3.1 Nailing Schedule (Wood Framed Construction Manual 1995 SBC High Wind Edition, Page 110) Joint Description I Number of Nails Nail Spacing ROOF NAILING Rafter to Top Plate (Toe -nailed) 4 - 8d per rafter Ceiling Joist to Top Plate (Toe -nailed) 4 - 8d per joist Ceiling Joist to Parallel Rafter (Face -nailed) 8-16d each lap Ceiling Joist Laps Over Partitions (Face -nailed) 8-16d each lap Collar Tie to Rafter (Toe -nailed) 2-10d per tie Blocking to Rafter (Toe nailed) 2 - 8d each end Rim Board to Rafter End Nailed 2 -16d each end WALL FRAMING Top Plate to Top Plate (Face -nailed) 2 -16d (1) per foot Top Plates at Intersections (Face -nailed) 4 -16d joists - each side Stud to Stud (Face -nailed) 2 -16d 24" O.C. Header to Header (Face -nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End Nailed) 2 -16d per 2x4 stud C G 3 -16d per 2x6 stud Q 4 -16d per 2x8 stud Bottom Plate to Floor Joist, Band Joist, End joist or Blocking (Toe -nailed) 2 -16d (1,2) per foot FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe -nailed) 4 - 8d per joist Bridging to Joist (Toe -nailed) 2 - 8d each end Blocking to Joist (Toe -nailed) 2 - 8d each end Blocking to Sill or Top Plate (Toe -nailed) 3 -16d each block Ledger Strip to Beam (Face -nailed) 3 -16d each joist Joist on Ledger to Beam (Toe -nailed) 3 - 8d per joist Band Joist to Joist (End -nailed) 3 -16d per joist Band Joist to Sill or Top Plate (Toe -nailed) 2 -16d (1) per foot ROOF SHEATHING Structural Panels 8d (Detail sheets) CEILING SHEATHING Gypsum Wallboard 5d coolers -T-7" edge / 10" field WALL SHEATHING Structural Panels 8d 6" edge / 12" field Gypsum Wallboard 5d coolers 7" edge / 10" field FLOOR SHEATHING Structural Panels O 1" or less 8d 6" edge/ 12" field (1) Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 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 load path. (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. SIMPSON BEAM HANGER SCHEDULE: BEAM TO WOOD HANGER 3112" X 91/2" POWERBEAM HHUS410 5112" X 91/2" POWERBEAM HGUS5.62/10 7" X 91/2" POWERBEAM HGUS7.25/10 31/2" X 117/8" POWERBEAM HHUS410 51/2" X 117/8" POWERBEAM HGUS5.62/12 7" X 117/8" POWERBEAM HGUS7.25/12 BEAM TO STEEL BEAM HANGER 31/2 X 91/2 POWERBEAM GLTV3.59 51/2" X 91/2" POWERBEAM GLTV5.59 7" X 91/2" POWERBEAM GLTV49.5-2 5112" X 117/8" POWERBEAM GLTV3.511 31/2" X 117/8" POWERBEAM HGLTV5.511 7" X 117/8" POWERBEAM HGLTV411.88-2 Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following minimum specifications: Fb = 825 psi Fv = 95 psi Fc perp = 625 psi E =1,600,000 psi 2. All Laminated Veneer Lumber is to have the following minimum specifications: Fb = 2,900 psi Fv = 290 psi Fc perp = 650 psi E = 2,000,000 psi 3. All Laminated Structural Lumber is to have the following minimum specifications: Fb = 2,800 psi Fv = 290 psi Fc perp = 740 psi E = 2,100,000 psi 4. All treated lumber is to be No. 2 or better Southern Yellow Pine with the following minimum specifications: Fb = 975 psi Fv =175 psi Fc perp = 565 psi E =1,600,000 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. 6. All TJI's are to be installed in accordance with the manufacturer's specifications and shall include squash blocking and web stiffeners at bearing points on girders and other load bearing areas. 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. 8. All floor sheathing is to be 23/2 inch AC type plywood, tongue a, Id groove, with an APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor joists ( 6" O.C. edges and 12 " O.C. field ). 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common nails 6" O.C. edges and 12" OC field. 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. 11. Double joists are to be installed below parallel walls. 12. Blocking is to be installed at all point load bearing points. 15. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise on architectural plans. 16. Floor joists to be TJI 560 11 7/8" and are to be installed in accordance with the manufacturer's specifications. 17. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel. 18. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Steel 1 - All steel is to be ASTM Specification A-36 Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. 1 - All concrete 3,500 psi after 28 days minimum. 2 - All rebar ASTM A-615 Grade 60. Pile Notes: 1 - The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. 2 -10 inch diameter CCA treated piles. Notch piles to create shelf for wales. Piles are not to be notched more than 50% of cross section. Double bolt each pile with 3/4 inch hot dipped galvanized ASTM 307 bolts, nuts and washers. 3 - All piles are to have a minimum bearing capacity of 15 tons unless otherwise noted on the plans. The pile contractor is to provide the Engineer with a copy of the pile installation log indicating pile length and bearing capacity. 4 - Pile depth must be a minimum of 10 feet below mean sea level. 5 - Piles are to be driven to within 3 inches of the locations indicated on this drawing. 6 - All wales, tie beams, and braces are to be CCA treated No.2 Yellow Southern Pine. 7 - All floor joists are to be secured to all wales with Simpson H2.5 hurricane ties. 8 - Treat all drill holes and end grains in the ends of knee braces that extend below grade with wood preservative. Design Loads: - Roof -Live Load - 30 psf Based on ASCE-7 and Pg = 20 psf per Figure R301.2(5) - Dead Load -15 psf - 2nd Floor - Live Load - 40 psf - 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 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. 5 - Unless indicated otherwise, all columns and beams are to be welded. 6 - The flanges of all beams within or above and below parallel walls are to be drilled with 112" 0 bolt holes to enable the steel to be secured to the framing. 7 - All welded connections are to be done by a certified welder and conform to AWS and AISC standards. 8 - All weld joints are to use E70XX electrodes. 9 - All girder splices are to be made above columns. 10 - Steel is to be prime coated. 11- All steel located on the exterior to be galvanized or stainless steel. - Wind Loads -120 mph - ASCE-7 qh = 35.0 psf (Exposure D) Roof C&C Loads: - 40.3 psf (Zone 1) - 62.0 psf (Zone 2) - 86.5 psf (Zone 3) Wall C&C Loads: - 39.3 psf (Zone 4) - 47.1 psf (Zone 5) THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. Design Criteria - NYS Residential Code R301,2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the America"n'Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units - High Wind Addition and ASCE 7. DESIGN CRITERIA NO. ISSUE/REVISION DATE 1 I BUILDING DEPARTMENT SET 1.24.13 2 1 REVISED BUILDING DEPARTMENT SET 3.8.13 North Bayview Road Southold, NY 11963 NOTES 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 SRC \ 033413 OQ OF N ENI 00 X � Y 1,. 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ISSUE/REVISION DATE 1 I BUILDING DEPARTMENT SET 1.24.13 2 1 REVISED BUILDING DEPARTMENT SET 3.8.13 North Bayview Road Southold, NY 11963 NOTES 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 SRC \ 033413 OQ OF N ENI X � Y 1,. (3) NO.5 - 60 KSI REBAR '10 MIL POLYETHYLENE VAPOR RETARDER COMPACTABLE GRANULAR FILL TYPICAL FOUNDATION WOOD FLOOR DETAIL SCALE: 1/2" =1'-0" tt5" MIN. (SEE PILE NOTE 2) 1b" 314" HOT DIPPED GALVANIZED BOLTS WALE AND PILE BOLTING DETAILS TYPICAL SCALE: 1/2"c 1'-0* ISOLATE PILE FROM SL DURING PO HSS 4 X 4 X 1/4, HSS 4X4X3/8 OR HSS 4 X 4 X 1/2 2 - 314" 0 ANCHOR BOLTS _T v 2" 3/16 STEEL BASE PLATE 114 (BOLT TO PLATE) 2 - 3/4"0 ANCHOR BOLTS LITER PLATE 0 314" STEEL PLATE Bp 1 STEEL COLUMN BASE PLATE AND ANCHOR BOLT DETAIL AT FOUNDATION WALLS HSS 4 X 4 X 1/4. HSS H: 3/4" STEEL SCALE 1"=1'-0" /16 ANCHOR BOLTS 'LATE 114 (BOLT TO PLATE) 0 ANCHOR BOLTS STEEL COLUMN BASE PLATE AND ANCHOR BOLT DETAIL AT FOUNDATION CORNER SCALE: 1" =1'-0" :4 BREAKAWAY WALL D CCA WOOD PILE BREAKAWAY WALL BASE HAUNCH DETAILS Scale % inch =1 ft. III (2) 4x12 TOP OF FOOTING - TO 2H 4A: .� "A' TYPICAL STEP FOOTING DETAIL SCALE: 1/2"= V-0" TRIM JOIST TIE BEAM SIMPSON LUS210 JOIST HANGERS BLOCKING SIMPSON H05A WITH A 5/8" THREADED ROD AT EACH (3) 2X6 COL. 46 Knee Braces 10" PILE BRACING NOTE: THE 4X6 KNEE BRACES MAY BE SUBSTITUTED WITH 4X6 BRACING DIRECTLY FROM PILE TO PILE. LOCATIONS TO BE APPROVED BY ATYPICAL PILE BRACING DETAILS Scale)/2 inch =1 ft. 5/8"0 X 12" LONG GALV. ANCHOR BOLTS 2X6 WALL STUDS 16" O.C. AT 28" O.C. MAX., 12" MAX. FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER 2X12 RIM JOIST COPPER TERMITE SHIELD N 2X12 FJ @ 16" O.C. OR Illlllllllllllllllllllllllllllllllllllllltlllllllllllllll Illllllllllllllllllllllllllllllllllllllllllllllllllilllll oo � 2X8 ACQ SILL WITH SILL SEAL GRADE (SLOPE � z AWAY FROM : (2) NO.5 HORIZONTAL REBAR - BUILDING 2% MIN. 10' �'.. SEE FOUNDATION NOTES FROM BUILDING) ' O IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII CO IIIIIIIIIIIIIIIIIIIIII tltllitltltllllltllltl a . Q. 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(SEE PILE NOTE 2) 1b" 314" HOT DIPPED GALVANIZED BOLTS WALE AND PILE BOLTING DETAILS TYPICAL SCALE: 1/2"c 1'-0* ISOLATE PILE FROM SL DURING PO HSS 4 X 4 X 1/4, HSS 4X4X3/8 OR HSS 4 X 4 X 1/2 2 - 314" 0 ANCHOR BOLTS _T v 2" 3/16 STEEL BASE PLATE 114 (BOLT TO PLATE) 2 - 3/4"0 ANCHOR BOLTS LITER PLATE 0 314" STEEL PLATE Bp 1 STEEL COLUMN BASE PLATE AND ANCHOR BOLT DETAIL AT FOUNDATION WALLS HSS 4 X 4 X 1/4. HSS H: 3/4" STEEL SCALE 1"=1'-0" /16 ANCHOR BOLTS 'LATE 114 (BOLT TO PLATE) 0 ANCHOR BOLTS STEEL COLUMN BASE PLATE AND ANCHOR BOLT DETAIL AT FOUNDATION CORNER SCALE: 1" =1'-0" :4 BREAKAWAY WALL D CCA WOOD PILE BREAKAWAY WALL BASE HAUNCH DETAILS Scale % inch =1 ft. III (2) 4x12 TOP OF FOOTING - TO 2H 4A: .� "A' TYPICAL STEP FOOTING DETAIL SCALE: 1/2"= V-0" TRIM JOIST TIE BEAM SIMPSON LUS210 JOIST HANGERS BLOCKING SIMPSON H05A WITH A 5/8" THREADED ROD AT EACH (3) 2X6 COL. 46 Knee Braces 10" PILE BRACING NOTE: THE 4X6 KNEE BRACES MAY BE SUBSTITUTED WITH 4X6 BRACING DIRECTLY FROM PILE TO PILE. LOCATIONS TO BE APPROVED BY ATYPICAL PILE BRACING DETAILS Scale)/2 inch =1 ft. TYPICAL DETAILS NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 1 REVISED BUILDING DEPARTMENT SET I 3.6.13 North Bayview Road Southold, -NY 11963 NOTES 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 Rem 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 tha alteration. T 33485 ��� 00 `D M IIIIIIIIIIIIIIIIIIIIIIIIIIII100 Illlllllllllllllllllllllillllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII N � Illlllllllllllllllllllllllllllllllllllllltlllllllllllllll Illllllllllllllllllllllllllllllllllllllllllllllllllilllll oo � w Illlllllllililllllllllllllllllillllllllllllllllllllllllll Ilililllllllllllllllllllllllllllllllllltllllllltllllllill � z Illlllllltilllllllilllltllllllilllllllllllllllltltlllllll Illllillllllllllllilll I I Illlllllltillllllllllllllll (� w IIIIIIIIIIIIIIIIIIIIII co Z IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII � O IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII CO IIIIIIIIIIIIIIIIIIIIII tltllitltltllllltllltl CD Q. 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ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 1 REVISED BUILDING DEPARTMENT SET I 3.6.13 North Bayview Road Southold, -NY 11963 NOTES 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 Rem 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 tha alteration. T 33485 ��� BEAM 4 -INCH WIDI UTILITY BLOCKOU' GAP----' ERMANENT 2X4 NAI 4 -INCH WIDE -NAILS PER TABLE 1 UTILITY BLOCKOU' NAILS (TYPICAL) NAY 2X4 @ 24 INCHES O.C. \Y 2X4 (TYPICAL) 4" CONCRETE HAUNCH ERMANENT 2X4 NAILER TABLE 1A, TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD -FRAMED BREAKAWAY WALL. CONFIGURATIONS WITH 8 FOOT PILE SPACING. BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAIL SIZE 8D 10D 8D 10D 8D 10D 8D EXTERIOR SHEATHING BUILT -UIP 2X4 FRAMING NAILS REQUIRED -16D TOE REAKA BREAKAW 12 22 14 24 16 28 18 IIIIIIIIIIIIII'I'Illflflflllfllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIII I I Illllllllllllllllllllllllll � .y Illlllllllllllflllllll 0 z Illlllllllllllflllllll IIIIIIIIIII �"� IIIIIIIIIIIIIIIIIIIIII IIIII'lllllllll'llllll Iflllllllll 4 -INCH WIDE -NAILS PER TABLE 1 UTILITY BLOCKOU' NAILS (TYPICAL) NAY 2X4 @ 24 INCHES O.C. \Y 2X4 (TYPICAL) 4" CONCRETE HAUNCH ERMANENT 2X4 NAILER TABLE 1A, TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD -FRAMED BREAKAWAY WALL. CONFIGURATIONS WITH 8 FOOT PILE SPACING. BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAIL SIZE 8D 10D 8D 10D 8D 10D 8D 10D NAILS REQUIRED 18 12 22 14 24 16 28 18 TABLE 1 B. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD -FRAMED BREAKAWAY WALL CONFIGURATIONS WITH 10 FOOT PILE SPACING. BREAKAWAY WALL HEIGHT (FEET) 6 7 E 9 NAIL SIZE 8D 10D 8D 10D 8D 10D 8D 10D NAILS REQUIRED 24 16 28 18 32 20 34 24 TABLE 1 C. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD -FRAMED BREAKAWAY WALL. CONFIGURATIONS WITH 12 FOOT PILE SPACING. BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAIL SIZE 8D 10D 8D 10D 8D 10D 8D 10D NAILS REQUIRED 28 18 32 22 38 24 42 28 REQUIRED 2X4 STUD SPACING (INCHES) AND WOOD BREAKAWAY WALL HEIGHTS (STUD GRADE) 120 MPH DESIGN WIND SPEED PER ASCE 7.05 STUD GRADE CONSTRUCTION GRADE N0.2 GRADE STUD SPACING FOR 6 -FOOT WALL HEIGHTS 16 24 24 STUD SPACING FOR 7 -FOOT WALL HEIGHTS 16 16 24 STUD SPACING FOR 8 -FOOT WALL HEIGHTS 12 16 16 STUD SPACING FOR 9 -FOOT WALL HEIGHTS X 12 12 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) BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAILS REQUIRED FOR 8 -FOOT PILE SPACING 20 22 26 30 NAILS REQUIRED FOR 10 -FOOT PILE SPACING 24 28 32 36 NAILS REQUIRED FOR 12 -FOOT PILE SPACING 30 34 38 44 NOTE: 1. ARCHITECT AND/OR ENGINEER TO BE NOTIFIED IF ANY CHANGES ARE MADE TO THE BREAKAWAY WALLS, ANY BREAKAWAY WALLS NOT CONSTRUCTED IN ACCORDANCE WITH THESE DETAILS WILL NOT BE ACCEPTABLE. 2. BREAKAWAY WALLS TO MEET ALL FEMA AND LOCAL, STATE CODES AS APPLICABLE. 3. UTILITIES ARE NOT PERMITTED TO PASS THROUGH BREAKAWAY WALLS. 4. PROVIDE SEPARATION JOINT AT SIDING AND SHEATHING TO LIMIT DAMAGE ABOVE BFE. BREAKAWAY WALL DETAIL N.T.S. GAP— NOM WALLS AND 9REAKAWAY WALLS COVERED WITH STUCCO OR WOOD SIDING LATH FOR BEAM RMANENT 2X4 NAILER "ERMANENT 2X4 NAILER ALTERNATE BREAKAWAY WALL DETAIL ENCLOSED AREA N.T.S. ER TABLE 4 'PICAL) 'SPACING PER TABLE 3) YPICAL) 4"CONCRETE HAUNCH 314" STEEL PLATE CV STL. BEAM POCKET AND PLATE WIDTH BEAM WIDTH + 1 MIN. 3/4" STEEL BASE PLATE FORM OUT FULL WALL FOR COLUMN BASE PLATE BEYOND BEAM POCKET STL. BEAM SEALED SEPARATION JOINT 3/4" X 4" BEARING PLATE a SEE CUTAWAY DETAIL) STUCCO OR WATERTIGHT SEPARATION JOINT AT WOOD COVERED OTTOM OF LOWEST HORIIZONTAL HOUSE WALL STRUCTURAL MEMBER IN ACCORDANCE WITH LOCAL CODES HOUSE WALL _j NON -BREAKAWAY CONSTRUCTION rB BREAKAWAY d CONSTRUCTION BREAKAWAY WALL FRAMING MEMBER VERTICAL FOUNDATION MEMBE BREAKAWAY WALL SHEATH FLOOD-RESISANT LATH FOR BREAKAWAY WALL E SH LSTUCCO, LATH AND SHEATHING DISCONTINUES AT SEPARATION JOINT STUCCO OR WOOD COVERED BREAKAWAY WALL 'UCCO TH IEATHING SECTION AA SEPARATION JOINT %WAY WALL FRAMING MEMBERS AL FOUNDATION MEMBER BREAKAWAY WALL SEPARATION JOINT DETAIL BETWEEN SHEATHING AND WALL COVERING N.T.S. NON SHRINK GROUT d 00 Q. 7 4 0) IIIIIIIIIIIIIIIIIIIIIIIIIIII 0 EXTERIOR SHEATHING BUILT-UP 2X4 FRAMING N AILS P -16D TOE NAILS (T REAKAWAY 2X4 BREAKAWAY 2X4 (T Illllllllllllllllllllllll,Illllllllllllllllllllllllllllll Illllll,lllllllll,11111,1111111,fllllflllllllllllllllllll 0 ,�"' IIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Ill,l,l,l,lllll,lllllll,III,III,l,lllllllllllll,l,l,lllll � IIIIIIIIIIIIII'I'Illflflflllfllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIII I I Illllllllllllllllllllllllll � .y Illlllllllllllflllllll 0 "ERMANENT 2X4 NAILER ALTERNATE BREAKAWAY WALL DETAIL ENCLOSED AREA N.T.S. ER TABLE 4 'PICAL) 'SPACING PER TABLE 3) YPICAL) 4"CONCRETE HAUNCH 314" STEEL PLATE CV STL. BEAM POCKET AND PLATE WIDTH BEAM WIDTH + 1 MIN. 3/4" STEEL BASE PLATE FORM OUT FULL WALL FOR COLUMN BASE PLATE BEYOND BEAM POCKET STL. BEAM SEALED SEPARATION JOINT 3/4" X 4" BEARING PLATE a SEE CUTAWAY DETAIL) STUCCO OR WATERTIGHT SEPARATION JOINT AT WOOD COVERED OTTOM OF LOWEST HORIIZONTAL HOUSE WALL STRUCTURAL MEMBER IN ACCORDANCE WITH LOCAL CODES HOUSE WALL _j NON -BREAKAWAY CONSTRUCTION rB BREAKAWAY d CONSTRUCTION BREAKAWAY WALL FRAMING MEMBER VERTICAL FOUNDATION MEMBE BREAKAWAY WALL SHEATH FLOOD-RESISANT LATH FOR BREAKAWAY WALL E SH LSTUCCO, LATH AND SHEATHING DISCONTINUES AT SEPARATION JOINT STUCCO OR WOOD COVERED BREAKAWAY WALL 'UCCO TH IEATHING SECTION AA SEPARATION JOINT %WAY WALL FRAMING MEMBERS AL FOUNDATION MEMBER BREAKAWAY WALL SEPARATION JOINT DETAIL BETWEEN SHEATHING AND WALL COVERING N.T.S. NON SHRINK GROUT d 00 Q. 7 4 0) FORM OUT FULL WALL FOR COLUMN GROUT OPENING AROUND BEAM END SOLID AND FLUSH WITH FOUNDATION WALL (2) 5/8"0 X 6" GALV. ANCHOR BOLTS POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. FOUNDATION STEEL BEAM POCKET AT STEEL COLUMN DETAIL SCALE: 1" =1'-0" TYPICAL DERAILS NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 North Bayview Road Southold, NY 11963 NOTES 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. ERF_D qR T. 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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. ERF_D qR T. PON:, O E'Li 3 O�� FNE�/ 7 ti. 1/2" WEB STIFFENER 3 16 STIFFENER If . PLATE YPICAL EXTERIOR WALL STEEL. COLUMN TO S I EEL COLUMN DETAIL 1/2" WEB STIFFENER SCALE: 2" = V-0" TJI FLOOR JOI UNTREATEE NOTE: UNLESS INDICATED OTHERWISE, ALL INTERIOR COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS ?" BOLTS AND ALL PERIMETER COLUMNS AN %RE TO BE WELDED. 3 11 6 /2" 0 BOLTS /2" WEB STIFFENER BEAM 1/2" O BOLTS 1/4" STL. PLATE YE'ICP,L IN I ERIOR STEEL COLUMN. 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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. 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ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 BOLT DIAMETER 1/2" SPACING ALLOWS l CHOLDDOWN SPACING S STUD S S T T U t� T D D ° SIMPSON STRONG TIE BP �0 USE (1) BP CONNECTOR AT EACH ANCHOR BOLT °_:�4�-----0 ENDWALL 2x4 Continuous lateral brace @ 6' o.c. (ANCHOR BOLTS @ 48" O.C. -SEE FOUNDATION DETAILS) ° o North Bayview Road 0 2-10d o °Southold, NY 11963 0 nails ° HOLDDOW CORNER STUD Ceiling joist with blocking ® CONNECTED TO NOTE S TRANSFER SHEAR 0 H6 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 NAILCOMMON NAILS @ 6" O.C. BOTTOM direction of a licensed Professional Engineer, Architect, or Land Surveyor, to alter any PLATE m item in any way. If an item bearing the seal of an Engineer, Architect, or Land Surveyor is the 5d Cooler Nails @ 10" O.C. _:: altered, altering Engineer, Architect, or Land Surveyor shall affix to the item his/her o - _ �– seal and the notation "Altered by' followed by his/her signature and the date of such 2x4 Block nailed to each • m alterations, and a spec description of the alteration. brace with 4-10d nails ' Gypsum Board 20 Gage Strap ��R�U gRcy EN�WALL 5d Cooler nails 7" o.c. 10-8d nails o RAFTER o i m - 0 o sorroM — p�rE - _: -- - End wall studs ! m RIM JOIST rl• TM = BO,V101 _ CEILING BRACING GABLE END WALL TOP PLATE 0334`V3l SIMPSON STRONG TIE CORNER HOLDDOWN HD8A NOT TO SCALE --- - o �o OF NFA o 0 CORNER HOLDDOWIN FOR SHEAR _ jam, o o LTP4 0 m o 0 SILL 0 0 o HTS20 CONNECTOR o PLATE PER RAFTER "- STUD = SIMPSON STRONG TIE H6 AND LTP4 _ = 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 NAILING SCHEDULE JOINT DESCRIPTION NAIL SIZES NAIL SPACING ROOF FRAMING Rafter to Top Plate (Toe -nailed) 3 - ad per rafter Ceiling Joist to Top Plate (Too -nailed) 3 - 8d perjoist Ceiling Joist to Parallel Rafter (Face-n2lied) 3 -16deach lap Ceiling Joist Laps over Partitions (Face -nailed) 4 - 16d each lap Collar Tie to Rafter (Face -nailed) 2 - 8d per tie Blocking to Rafter (Toe -nailed) 2 - Sd each end Rim Board to Rafter (End -nailed) 2 -16d each end WALL FRAMING Top Plate to Top Plate (Face -nailed) 2 -16d 1 per foot Top Plates at Intersections (Face -nailed) 4 -16d joints -each side Stud to Stud (Face -nailed) 2 -16d 24" o.c. Header to Header (Fac• -nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End -nailed) 2 -16d par 2x4 stud 3 -16d per 2x6 stud 4- 1 6d per 2x9 stud Bottom Plata to Floor Jolst,Bandjoist,Endjloist or Blocking (Face -nailed) 2 -16d 1'2 per foot FLOOR FRAMING Joist to Sill , Top Plate or Girder (Toe -nailed) 4 - 8d per joist Bridging to Joist (Toe -nailed) 2 - 8d each end Blocking to Joist (Toa -nailed) 2 - lid each end Blocking to SIII or Top Plata (Toe-nalled) 3 -16d each block Ledger Strip to Beam (Face -nailed) 3 -16d each joist Joist on Ledger to Beam (Toe -nailed) 3 - 8d per joist Band Joist to Joist (End -nailed) 3 -16d per joist Band Joist to Sill or Top Plate (Toa -nailed;) 2 -16d 1 per foot ROOF SHEATHING Structural Panels id 4" o.c. perimeter zone other C" o.c. edges of panel , 12" o.c. interior of panel Diagonal Board Sheathing 1"x 6" or 1"x t" 2 - td par support 1" x 10" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge / 10" field WALL SHEATHING Structural Panels 8d (see table 3.9) Fiberboard Panels 7 / 16" 6d 3" edge / 6" field 25 / 32" 8d 3" edge / 6" field Gypsum Wallboard 5d 7" edge / 10" field Hardboard 8d (see table 31) Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing 1"x 6" or 1"x i" 2 - 8d per support 1" x 10" or wider 3 - 8d per support FLOOR SHEATHING Structural Panels 1" or less id 6" edge / 12" field greater than 1" 10d 6" edge / 6" field Diagonal Board Sheathing 1"x 6" or 1"x i" 2 - 8d per support 1" x 10" or wider 3 - 8d per support 1 Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nalled 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. 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 -16d nail per foot. DESIGN CRITERIA: GROUND SNOW LOAD -45 PSF. FIRST LEVEL -40 PSF. L.L., min. LIVING AREAS -40 PSF. L.L., min. BEDROOMS - 30 PSF. L.L., min. WIND SPEED -120 M.P.H. SEISMIC DESIGN CATEGORY -8 DESIGN CRITERIA: WEATHERING -SEVERE FROST LINE DEPTH - 36", min. TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED ALL FLUES TO BE: T-0"/ 10'-0" min, FROM ALL ROOFS. TYPICAL DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1 +2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 2001 EDITION. WINDOWS - GLAZED OPENING FOR NEW CONSTRUCTION, EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1866-97 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 5 OF ASTM E 1988-99. GLAZING CONFORMING TO WIND ZONE 11, MISSILES CAN BE USED ATA DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. PROTECTIVE PANELS TO BE PROVIDED FOR ALLAREAS BY: A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 431-287 5060 6 - QUICK GUARD STORM PANELS. 631-287 5330 C - 1/2" CDX-PLY PANNEL W/ SCREWS per CODE D - VuSsf•, SHADE i SHUTTER SYSTEMS- 509-775-6057 PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM 161116. AS NOTED IN NYS RESIDENTIAL CODE. COMPONENT AND CLADDING PRESSURE ZONES a 1,44 04 • GABLE ROOFS GABLE ROOFS HIP ROOFS • X10 10•< • X45 • 106< • <,1p • h h 1_+_h 5 X10 • 100< a 1,45 • 10< • X10 • PROVIDE N COMMON NAILS � 4" O.C. AT HIGH RRESSURE ZONES, C O.C. AT ALL OTHER PARTS OF ROOF • TYR. NOTE; a = 4' IN ALL CASES SIMPSON STRONG TIE H8 USE (1) H8 CONNECTOR PER STUD AT GARAGE SILL PLATE 5/4 X 4 SQUARE EDGE CLEAR PINE TRIM (TO BE REPLACED OR — REPAIRED AFTER EACH INSTALLATION) 3/4" EXTERIOR GRADE PLYWOOD SHEATHING SIMPSON STRONG TIE ST22 USE (1) ST22 CONNECTOR EVERY OTHER STUD HURRICANE PANEL NOTES: -WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR. A.LL EXTERIOR WINDOW AND DOOR UNITS AS PER NYS CODE. -ALL PANELS TO BE PROVIDED WITH ATTACHMENTS AS PER NYS CODE. -WOOD STRUCTURAL PANELS AND THEIR ATTACHMENTS SHALL MEET APPROVAL OF SOUTHAMPTON TOWN BUILDING OFFICIALS. -IT IS RECOMMENDED THAT THE OWNER CHECK WITH HIS/HER INSURANCE COMPANY BEFORE PROCEEDING WITH HURRICANE PROTECTION MANUFACTURE AND INSTALLATION. -ALL PANELS TO BE NUMBERED AS PER THE WINDOW SCHEDULE. -A COPY OF THE PLANS, ELEVATIONS AND WINDOW SCHEDULE SHALL BE STORED WITH THE PANELS AND ATTACHMENTS IN A DRY, INDOOR SPACE. JACK STUD 01 KING STUD " INN O(,yUNoT 9 OC 3 n 1/2" "CDX" STRUCTURAL (4) FOUR 1/4" HOLES PLYWOOD PANEL DRILLED INTO CENTER OF PANEL TO RELIEVE PRESSURE DURING HURRICANE U Lei TYPICAL DETAIL FOR STRUCTURAL PLYWOOD STORM PANEL ATTATCHMENT FOR MICHAEL AND CANDACE MONACO SCALE: 3"=11-0" C n WOOD CASING CORROSIVE RESISTANT ATTACHMENTS IN 1 X 4 WOOD PREDRILLED FASTENING HOLES @ 9" O.C. SPACER AS PER NEW YORK STATE HURRICANE PROTECTION CODES AND TOWN OF SOUTHAMPTON BUILDING OFFICIALS. TYPICAL DETAIL FOR PLYWOOD STORM PANEL NOT TO SCALE 5/4 X 4 SQUARE EDGE CLEAR INE TRIM (TO BE REPLACED OR %IRED AFTER EACH INSTALLATION) RROSIVE RESISTANT ATTACHMENTS IN EDRILLED FASTENING HOLES @ 9" O.C. �S PER NEW YORK STATE HURRICANE PROTECTION CODES AND TOWN OF SOUTHAMPTON BUILDING OFFICIALS. 1 X 4 WOOD SPACER ADX" STRUCTURAL YWOCID PANEL (4) FOUR 1/4" HOLES DRILLED INTO CENTER OF PANEL TO RELIEVE PRESSURE DURING HURRICANE CORROSIVE RESISTANT ATTACHMENTS IN PREDRILLED FASTENING HOLES @ 9" O.C. AS PER NEW YORK STATE HURRICANE PROTECTION CODES AND TOWN OF SOUTHAMPTON BUILDING OFFICIALS. ,IOR GRADE SHEATHING LYS I� Illliilllll IIIIIIIIIII IIIIIIIIIII © IIIIIIIIIII 1111111111111111111111 1111111111111111111111 1111111111111111111111 � 1111111111111111111111 IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 1111111111111111111111 � 1111111111111111111111 1111111111111111111111 1111111111111111111111 IIIIIIIIIII � IIIIIIIIIII 1111111111111111111111 1111111111.111111111111 IIIlilllillll I IIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIII 111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111I f 111111111111 111111111111111111111111111111111111111111111111111111 f l l 111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111 f i 111111111111 CD 00 �- N w w 'Z r � w 00 Z ,C-0 0-- I— O0 U� U� W Z U- �Z W Q NQ 2 1� Oz O I— H Z n O� Q 0 LO HURRICANE DETAILS NO. ISSUE/REVISION DATE 1 BUILDING DEPARTMENT SET 1.24.13 2 REVISED BUILDING DEPARTMENT SET 3.8.13 North Bayview Road Southold, NY 11963 NOTES 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 o` 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 spec description of the alteration. OAK WOOD DRIVE 0 .6 ,7 32. F`. E S Q0 iV DRAINAGE CALCULATIONS: THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" RAINFALL. STORAGE TO BE PROVIDED IN 10' DIAMETER DRYWELLS PROVIDING 68.42 CF PER VERTICAL FOOT OF STORAGE AND GRAVEL FRENCH DRAINS PROVIDING 0.68 CF/FT. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS: ROOF 1.0, GRAVEL PAVEMENT 0.75 AND LANDSCAPING 0.10. DRAINAGE AREA "A" STORAGE REQUIRED: GRAVEL PAVEMENT AREAL 1,627 SF X 0.75 X 2"112 = 203 CF ROOF AREA: 957 SF X 1.00 X 2712 =160 CF 363 CF 363 CF 168.42 CFNF = 5.3 VERTICAL FEET REQUIRED STORAGE PROVIDED: USE 3 -10' 0 DRYWELLS X 3' DEEP = 6 VF TOTAL > 5.3 VF O � C STORAGE REQUIRED: � ROOF AREA 957 SF X 1.00 X 2712 =160 CF 160 CF 168.42 CFNF = 2.3 VERTICAL FEET REQUIRED IV \ O V G O v DRAINAGE AREA "C" � � 1 - 202 CF LANDSCAPE AREA 1,612 SF X 0.10 X 2"/12 = 38 CF O DRAINAGE CALCULATIONS: THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" RAINFALL. STORAGE TO BE PROVIDED IN 10' DIAMETER DRYWELLS PROVIDING 68.42 CF PER VERTICAL FOOT OF STORAGE AND GRAVEL FRENCH DRAINS PROVIDING 0.68 CF/FT. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS: ROOF 1.0, GRAVEL PAVEMENT 0.75 AND LANDSCAPING 0.10. DRAINAGE AREA "A" STORAGE REQUIRED: GRAVEL PAVEMENT AREAL 1,627 SF X 0.75 X 2"112 = 203 CF ROOF AREA: 957 SF X 1.00 X 2712 =160 CF 363 CF 363 CF 168.42 CFNF = 5.3 VERTICAL FEET REQUIRED STORAGE PROVIDED: USE 3 -10' 0 DRYWELLS X 3' DEEP = 6 VF TOTAL > 5.3 VF DRAINAGE AREA "B" STORAGE REQUIRED: ROOF AREA 957 SF X 1.00 X 2712 =160 CF 160 CF 168.42 CFNF = 2.3 VERTICAL FEET REQUIRED STORAGE PROVIDED: USE 1-10' 0 DRYWELLS X 3' DEEP = 3 VF TOTAL > 2.3 VF DRAINAGE AREA "C" STORAGE REQUIRED: GRAVEL PAVEMENT AREA 2,292 SF X 0.75 X 27/12 - 202 CF LANDSCAPE AREA 1,612 SF X 0.10 X 2"/12 = 38 CF 240 CF /68.42 CFNF = 3.5 VERTICAL FEET REQUIRED STORAGE PROVIDED: USE 1-10' 0 DRYWELLS X 3.5' DEEP = 3.5 VF TOTAL > 3.5 VF U77LITY DRAINAGE AREA "D" POLE STORAGE REQUIRED: LANDSCAPE AREA 4,832 SF X 0.10 X 2712 = 81 CF 240 CF rn 81 CF 10.68 CF/LF =119 LINEAR FEET REQUIRED STORAGE PROVIDED: D \ USE 160 LF FRENCH DRAIN =160 LF X 0.68 CF/LF =109 CF> 81 CF I N N z \ C V Z I DRYWELL P \ y PROPOSEOPOSED 10'0 X 3.5 DEEP RIM 10.0± TOP RING 8.3 \ '91 N/off 0 ` M S69 4� *,; 'oy?o �G k \ \ O OO PROPOSED STOCKPILE AREA s IF �csr EL. 6.-nnnnnn�n ur"trn...u- TEST HOLE DATA 1989 EL. 8.3' EL. 2.8' �a y LOAMY SAND 10" PRO S0 PROPOSED FRENCH DRAIN (1 60 LINEAR FT.) PROPOSED 10'0 DEEP \ � (SEE DETAIL SHEET 2) TEST HOLE TOP RING e.3 F� EL. 6.3 INV 6.3 (121 (PD1 40 3 O o`er CA y�01 \� \� �'� \ r ROOF DRAIN PIPE (TYP.) ''P \ I pR� I \ l 6"0 ROOF DRAIN WC 0`S` \ \ \ \ \ LATERAL PIPE (TYP.) �� T \ PROPOSED RETAINING WALL o -o OJT IN, '�• GsF (J') DRYWELL t3.1 PROPOSED 10'0 X 2' DEEP 5Q -0" RIM 16.0± oOG� 4Z \ IN \ \ \ _ TOP RING 13.3 \ - - 12 J olpNF!/ryF ��----moi 1:3 SLOPE MAX. (SEE LAND GRADING SPECIFICATIONS ON CP SHEET 2) �J MEDIUM TO COARSE SAND SIN SO • 4' X67 > evFFER cc SANDY CLAY GRADING TO s EDGE OF WETLANDS AS DELINEA 7FD BY N ND SC �O S'' ��'li F�. SUFFOLK ENWRONMENTAL CONSUL77NG INC. CLAYEY SA 0 �'j/ `S2 • ON JULY 22, 2005 , 5.5' WATER /N CLAYEY SAND SC `�2J , �- EL. 3.9 C? A REBAR 8 WA7L�R IN BROWN BOG OH N$2'S3'S5 »W TIE- NES_ SET 10' 4f 13' 19' WA 7FR /N GREY CLAYEY SAND SC WATER IN MEDIUM TO COARSE SAND SP NOTE: DURING PERIODS OF PEAK RUNOFF IN EXCESS OF 2", SURFACE DRAINAGE WILL FLOW OVERLAND TOWARDS THE SOUTH AND EAST. STORM WATER POLLUTION CONTROL NOTES: Site Description: Construction activities will include the clearing and grading of the site and the construction of a new 2 -story single family residence, with associated landscaping improvements, as well as the installation of a storm drainage retention system to recharge the runoff from a 2" rainfall,new sewage disposal systems and the necessary public utilities. All improvements to conform to state, county and local standards and specifications. See attached detailed architectural, landscape and civil drawings for proposed improvements to the property. General Sequence of Site Activities: 1. Installation of perimeter erosion control measures (silt barriers, hay bales, check dams, construction entrance, etc.). 2. Clearing and rough grading, stockpile of topsoil and backfill materials. 3. Installation of the building foundation 4. Installation of storm drainage and sewage disposal systems. 5. Installation of site utilities. 6. Installation of driveway and retaining walls areas. 7. Fine grading and vegetative stabilization (topsoil, seed, sod). 8. Installation of landscaping. Site Data: Site Area: 1.45 acres Area of Disturbance: 0.80± acres Soil Classification: Fd -Fill Land -Dredged material Receiving Waters: Goose Creek - Southold Bay Pollution Control Measures: In accordance with the provisions of the USEPA General Permit, storm water management and erosion and sediment control measures including, but not limited to, the following shall be employed during construction: A. Existing vegetation to remain shall be protected by Installation of construction fence or other approved means and shall remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with Soil Conservation Service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days, as sections am completed, or if construction on an area Is suspended, the area shall be seeded immediately. a. Seed preparation - scarify toil if compacted, remove debris and obstacles such as roots and stumps. b. Soil amendments: b.a. Lime to pH 6.0. b.b. Fertilize with 6600 lbs. of 5-10-10 or equivalent per acre (14 lbs. /100 sq. R). c. Seed Mixtures c.a. Temporary seedlings c.a.a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs. per 1,000 sq. ft.) c.a.b. Certified 'Aroostook" Writer rye (cereal rye) @ 100 lbs. per acre (2.5 lbs. per 1,000 sq. ft.). Use winter rye if seeding in October/November. c.b. Permanent seedlings - See Landscaping Plans. D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall bR maintained until construction is complete. Sediment to be removed from the sediment traps and ponds when the design capacity is reduced by 50%. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roadways to be removed or cleaned on a daily basis. G. A qualified Inspector to conduct site inspections and document the effectiveness of all erosion and sediment control practices every seven days orafter a y" inch rain event. Inspection reports shall be maintained in a site log book. H. All runoff shall be retained on-site in accordance with local regulations and approvals. Drainage inlets installed on-site shall be protected from sediment buildup through the use of appropriate inlet protection. I. Appropriate means shall be used to control dust during constriction. J. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized. Following permanent stabilization, paved areas shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. K. The owner/operatorlcontractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed by a certified erosion control specialist, licensed professional engineer or a trained technician working under the supervision of a licensed professional engineer every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to; cleaning of recharge basins, sediment traps and drywells, cleaning and mpalr of sediment barriers, repalr of berms and runoff diverters, and cleaning and repair of Inlet protection devices. L. During construction, the contractor will comply with all local regulations concerning the disposal of sorid waste, debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected around the perimeter of the site along with the placement of dumpsters to control the buildup of debris. The contractor should periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. M. See landscaping plans for permanent vegetation stabilization. 1, 1 2013 I Ll SOUTHOLD BAY GOOSE CREEK SITE LOCATION NORty PARISH Gp0 LOCATION MAP 1•=soar LEGEND EXISTING PROPOSED WETLAND FLAG AL DRYWELL FRENCH DRAIN CLEANOUT STORM SEWER ROOF DRAIN WATER SERVICE SPOT GRADE EL. 6.0' FENCE X - CONTOUR RETAINING WALL DUST CONTROL HAY BALE / SILT FENCE LINE STORM DRAiN INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE FLOW ARROW GENERAL NOTES o Co D -- 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AS REQUIRED. 2. TOPOGRAPHIC SURVEY AND SITE PLAN BY PECONIC SURVEYORS, P. C. DATED OCTOBER 7, 2011. ELEVATIONS REFERENCED TO NA.V.D. 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE ( EL. 6 ), AND ZONE X AS DETERMINED FROM THE FLOOD INSURANCE RATE MAPS ( FIRM) PANEL # 36103CO166G EFFECTIVE DATE MAY 4,1998. 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 8. ALL DRAINAGE PIPING MATERIAL TO BE 12" DIAMETER ADS N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL. IALL PIPING TO HAVE MINIMUM 12"' OF COVER. 9. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 10. APPROXIMATELY 152 CF OF FILL REQUIRED. S.C.T.M.:1000-70-12-39.3 Scale: 1"=30' Drawn by: JJC Date: 1/22/2013 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 after any item In any way. If an Rem 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. Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 fax www.condonengineedng.com S` SHINN-PAGE RESIDENCE NORTH BAYVIEW ROAD SOUTHOLD, NY GRADING & DRAINAGE PLAN 33485 F N I✓� HA rSALES FLOW 1� OR IMAGE/1VLET(TW) FLOW 2X2 WOOD - I STAKES OW.) PLAN VIEW 6 (SEE BEDDING 3} (. DETAIL) p 2.50' 3.25" t WRAP WITH 6 OZ. (MIN.) NONWOVEN STRAW BALE INLET PROTECTION DETAIL GEOTEXTILE (FILTER FABRIC) AND AT BY THE ENGINEER. IN THE EVENT POOR LEACHING TWO REBARS, STEEL PICKETS, NOTES: OR 2"x2' STAKES DRIVEN 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2' INTO GROUND. FIRST AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT SALES. STAKE DRIVEN AT ANGLE 2. NO TRENCH, PIT OR OTHER EXCAVATION SHALL TOWARDS PREVIOUSLY WD 2. EACH SALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE. DRIVE STAKES ARE HORIZONTAL. AND PLACED SO THE BINDINGS 0 FLUSH WITH TOP OF BALE 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES \ C % PU%? OR RE -BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH ANGLE FIRST STAKE TOWARD BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY UID BALE AT AN ANGLE PREVIOUSLY WD BALE TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH t WITH THE SALE. 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE FIow , MADE PROMPTLY AS NEEDED. ti :4 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS .- SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 10'-0' BOUND STRAW BALES FLOW ANCHORING DETAIL STRAW BALE DIKE DETAIL SEE PRECAST STRUCTURE / I NOTES FOR REINFORCING- PLAN VIEW 6 REQUIREMENTS (. LEACHING BASIN NOTES: 2.50' 3.25" 1. ALL DRAINAGE STRUCTURES SHALL BE PLACED WRAP WITH 6 OZ. (MIN.) NONWOVEN IN ACCEPTABLE LEACHING SOILS AS APPROVED GEOTEXTILE (FILTER FABRIC) AND AT BY THE ENGINEER. IN THE EVENT POOR LEACHING TOP OF COLLAR BY MIRAFI OR AN MATERIAL IS ENCOUNTERED, EXCAVATION IS TO APPROVED EQUAL. BE CONTINUED TO SUITABLE MATERIAL AND 0664AA BACKFILLED AS DETAILED. SHEET PILING AS REQUIRED 2. NO TRENCH, PIT OR OTHER EXCAVATION SHALL EXCAVATE AND BACKFILL 3 FEET AROUND BE LEFT OPEN OR UNATTENDED, EXCAVATIONS AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS TO BE PROTECTED MATERIAL AS APPROVED BY THE ENGINEER ENGINEER WITH FENCES, BARRICADES AND \ C % PU%? OTHER APPROVED METHODS. C 3. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTING PRECAST DRAINAGE OF CASTING. ADEQUATE BEARING WILL BE t PROVIDED USING CONCRETE BLOCK BRICK ANWOR 1:2 MORTAR MIX. 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO THE HAZARDS OF EXCAVATE A MINIMUM OF 6 INTO FALLING AND SLIDING MATERIAL IN VIRGIN STRATA OF SAND AND IN ANDANDRYWELL CONFORMANCE WITH THE REQUIREMENTS OF THE STRATAOTTOM OF GRAVEL OR TITLE 20 CODE OF FEDERAL REGULATIONS, PART WHICHEVER IS DEEPER. 1926, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). 5. BACKFILL AND COMPACTION SHALL BE IN 6" LIFTS. ALL BACKFILL MATERIAL TO BE COMPACTED BY JETTING OR OTHER APPROVED MEANS. FACE BEDDING DETAIL I SEE PRECAST STRUCTURE NOTES FOR REINFORCING REQUIREMENTS. INSTALL DUMMY RINGS AND/OR DOME AS NECESSARY TO BRING PROPOSED STRUCTURE M GRADE MIN. 2 BRICK COURSES CONCRETE COLLAR AS NECESSARY POSTS - STEEL, T OR U SHAPE TYPE OR 2' HARDWOOD FENCE -WOVEN WIRE 14.5 GAUGE 6" MAX. MESH OPENING FILTER CLOTH - MIRAFI 14ON OR APPROVED EQUAL 36' MIN.. FENCE POST o d z UNDISTURBED GROUND NOTES: 1. WOVEN WIRE FENCE (MIN.. 141/2 GAUGE MAX.. 6- MESH SPACING) WITH FILTER CLOTH OVER FENCE. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. WOVEN WIRE FENCE (MIN.. 141/2 GAUGE MAX.. 6' MESH SPACING) - POSTS (TYP.) HEAVY DUTY MANHOLE FRAME AND SLOTTED COVER CAMBELL FOUNDRY CO. PATTERN No. 1383 OR SOLID MANHOLE COVER PATTERN No. 101 2A -TYPE C OR AN APPROVED EQUAL FINISHED GRADE DRYWELL DETAIL �co 0 z q Z 0 0 0M Z U Ow OZ =!ujw J �2 LL w LU a W coc rr � LL 41 FLOW M COMPACTED BACKFILL -6"X6" TRENCH EMBED FILTER z_ CLOTH 6" MIN.. INTO GROUND 6' PENETRATION INTO U GROUND (SEE SECTION) ELEVATION SILT FENCE DETAIL SECTION 36' MIN.. FENCE POSTS. DRIVEN 16MIN.. INTO THE GROUND IEEE IEEE �migiiiiIii'lIY_ 0354M 3' hyo ok r • r • „ ... •t;; F 2.50' 3.25" al 0 ENNOMMEW " 2,3 OR 4 FOOT SECTIONS •` • `' `'; . AS NECESSARY - • 2.56" 2.56" 4.63" 0664AA liR 5.63' 6.43' REVISIONS SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND SUFFOLK COUNTY DEPARTMENT OF 62" HEALTH SERVICES. P En ARC \ C % PU%? C • PRECAST DRAINAGE t RINGS Elf Cr ELEVATION VIEW DRYWELL DETAIL �co 0 z q Z 0 0 0M Z U Ow OZ =!ujw J �2 LL w LU a W coc rr � LL 41 FLOW M COMPACTED BACKFILL -6"X6" TRENCH EMBED FILTER z_ CLOTH 6" MIN.. INTO GROUND 6' PENETRATION INTO U GROUND (SEE SECTION) ELEVATION SILT FENCE DETAIL SECTION 36' MIN.. FENCE POSTS. DRIVEN 16MIN.. INTO THE GROUND IEEE IEEE �migiiiiIii'lIY_ BACKFILL PLACED ALTERNATELY IN 080808 0 0 00 0 0 0 6" LIFTS ON BOTH SIDES OF 0000 0000000000 PIPE TO SPRINGLINE ELEVATION iv 000 000000000 0000 00 00000000000o00 PRE -SHAPED FOUNDATION OR FLAT BEDDING (CLASS I, II OR III) WHERE FOUNDATION WITH BACKFILL TAM UNSUITABLE MATERIAL IS INTO PIPE HAUNCHES, ATENCOUNTERED DURING EXCAVATION CONTRACTORS DISCRETION. (SEE NO O.D. + I E MAX. OF PIPE TRENCHES AS REQUIRED IN NOTES ASTM D2321, LATEST EDITION. 1. CLASS I, II, 111 OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, PER USCS (UNIFIED SOIL CLASSIFICATION SYSTEM). 2, THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE ENGINEER. 3. WHERE PIPE IS INSTALLED WITH LESS THAN 7 OF COVER, ALL BACKFILL MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. 4. WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS' LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. PIPE TRENCH SECTION DROP INLET �- Y MIN. BURIED STAKE FABRIC - FRAME \ 7111 I I I I ( 1' MIN. GATHER EXCESS AT VIII CORNERS CONSTRUCTION SPECIFICATIONS: 1. FILTER FABRIC SHALL HAVE AN EOS OF 4045. BURLAP MAYBE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2' x 4' WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 7 x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE NOTE: STRAW BALE INLET PROTECTION MAY BE SUBSTITUTED FOR THE SILT FENCE INLET PROTECTION SYMBOL FILTER FABRIC IE DROP INLET PROTECTION DETAIL 50' MIN. EXISTING 3'4" EXISTING GROUND6. PAVEMENT tS,'' FILTER MOUNTABLE BERM 2' STONE OR PROFILE CLOTH (OPTIONAL) RECYCLED CONCRETE 50' MIN. _ EXISTING GROUND /• •L'• ♦• n i:c-}.,:••.it'..::�. tip•:�:�,•; ,rt%1...r 1,:•�• •T .s. Ct• �? •� �r'' 10' MIN. OR MATCH �•'' ADJACENT ROAD WIDTH •' b PLAN NOTE: MAINTENANCE TO INCLUDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS REQUIRED. WRAP WITH 6 OZ. (MIN.) NONWOVEN GEOTEXTILE (FILTER FABRIC) MIRAFI 14ON OR AN APPROVED EQUAL. EXCAVATE THROUGH BOG AND CLAY INTO A' STRATA OF SAND AND GRAVEL. BACKFILL WITH SUITABLE POROUS SAND AND GRAVEL MATERIAL FRENCH DRAIN DETAIL DRAIN 11N -?WASHED CRUSHED STONE 18'x18"x8" CONCRETE PAD W/#4 REBAR EACH SIDE r'yr 45' BEND - PLUG WYE UNTIL CLEANOUT IS INSTALLED PLUG PARTif PIPE SIZE A d C 0354M 3' 2.50" 3.25" r • r • 0464M • r 2.50' 3.25" al 0 ENNOMMEW " Cal 3.25" 4.50" 5.00' 0466M 4' 2.56" 2.56" 4.63" 0664AA liR 5.63' 6.43' BACKFILL PLACED ALTERNATELY IN 080808 0 0 00 0 0 0 6" LIFTS ON BOTH SIDES OF 0000 0000000000 PIPE TO SPRINGLINE ELEVATION iv 000 000000000 0000 00 00000000000o00 PRE -SHAPED FOUNDATION OR FLAT BEDDING (CLASS I, II OR III) WHERE FOUNDATION WITH BACKFILL TAM UNSUITABLE MATERIAL IS INTO PIPE HAUNCHES, ATENCOUNTERED DURING EXCAVATION CONTRACTORS DISCRETION. (SEE NO O.D. + I E MAX. OF PIPE TRENCHES AS REQUIRED IN NOTES ASTM D2321, LATEST EDITION. 1. CLASS I, II, 111 OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, PER USCS (UNIFIED SOIL CLASSIFICATION SYSTEM). 2, THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE ENGINEER. 3. WHERE PIPE IS INSTALLED WITH LESS THAN 7 OF COVER, ALL BACKFILL MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. 4. WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS' LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. PIPE TRENCH SECTION DROP INLET �- Y MIN. BURIED STAKE FABRIC - FRAME \ 7111 I I I I ( 1' MIN. GATHER EXCESS AT VIII CORNERS CONSTRUCTION SPECIFICATIONS: 1. FILTER FABRIC SHALL HAVE AN EOS OF 4045. BURLAP MAYBE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2' x 4' WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 7 x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE NOTE: STRAW BALE INLET PROTECTION MAY BE SUBSTITUTED FOR THE SILT FENCE INLET PROTECTION SYMBOL FILTER FABRIC IE DROP INLET PROTECTION DETAIL 50' MIN. EXISTING 3'4" EXISTING GROUND6. PAVEMENT tS,'' FILTER MOUNTABLE BERM 2' STONE OR PROFILE CLOTH (OPTIONAL) RECYCLED CONCRETE 50' MIN. _ EXISTING GROUND /• •L'• ♦• n i:c-}.,:••.it'..::�. tip•:�:�,•; ,rt%1...r 1,:•�• •T .s. Ct• �? •� �r'' 10' MIN. OR MATCH �•'' ADJACENT ROAD WIDTH •' b PLAN NOTE: MAINTENANCE TO INCLUDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS REQUIRED. WRAP WITH 6 OZ. (MIN.) NONWOVEN GEOTEXTILE (FILTER FABRIC) MIRAFI 14ON OR AN APPROVED EQUAL. EXCAVATE THROUGH BOG AND CLAY INTO A' STRATA OF SAND AND GRAVEL. BACKFILL WITH SUITABLE POROUS SAND AND GRAVEL MATERIAL FRENCH DRAIN DETAIL DRAIN 11N -?WASHED CRUSHED STONE 18'x18"x8" CONCRETE PAD W/#4 REBAR EACH SIDE r'yr 45' BEND - PLUG WYE UNTIL CLEANOUT IS INSTALLED PLUG PARTif PIPE SIZE A d C 0354M 3' 2.50" 3.25" r • r • 0464M • r 2.50' 3.25" al 0 ENNOMMEW " Cal 3.25" 4.50" 5.00' 0466M 4' 2.56" 2.56" 4.63" 0664AA 6"3.62" 5.63' 6.43' REVISIONS SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND SUFFOLK COUNTY DEPARTMENT OF 62" HEALTH SERVICES. P En ARC \ C % PU%? C BACKFILL PLACED ALTERNATELY IN 080808 0 0 00 0 0 0 6" LIFTS ON BOTH SIDES OF 0000 0000000000 PIPE TO SPRINGLINE ELEVATION iv 000 000000000 0000 00 00000000000o00 PRE -SHAPED FOUNDATION OR FLAT BEDDING (CLASS I, II OR III) WHERE FOUNDATION WITH BACKFILL TAM UNSUITABLE MATERIAL IS INTO PIPE HAUNCHES, ATENCOUNTERED DURING EXCAVATION CONTRACTORS DISCRETION. (SEE NO O.D. + I E MAX. OF PIPE TRENCHES AS REQUIRED IN NOTES ASTM D2321, LATEST EDITION. 1. CLASS I, II, 111 OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, PER USCS (UNIFIED SOIL CLASSIFICATION SYSTEM). 2, THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE ENGINEER. 3. WHERE PIPE IS INSTALLED WITH LESS THAN 7 OF COVER, ALL BACKFILL MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. 4. WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS' LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. PIPE TRENCH SECTION DROP INLET �- Y MIN. BURIED STAKE FABRIC - FRAME \ 7111 I I I I ( 1' MIN. GATHER EXCESS AT VIII CORNERS CONSTRUCTION SPECIFICATIONS: 1. FILTER FABRIC SHALL HAVE AN EOS OF 4045. BURLAP MAYBE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2' x 4' WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 7 x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE NOTE: STRAW BALE INLET PROTECTION MAY BE SUBSTITUTED FOR THE SILT FENCE INLET PROTECTION SYMBOL FILTER FABRIC IE DROP INLET PROTECTION DETAIL 50' MIN. EXISTING 3'4" EXISTING GROUND6. PAVEMENT tS,'' FILTER MOUNTABLE BERM 2' STONE OR PROFILE CLOTH (OPTIONAL) RECYCLED CONCRETE 50' MIN. _ EXISTING GROUND /• •L'• ♦• n i:c-}.,:••.it'..::�. tip•:�:�,•; ,rt%1...r 1,:•�• •T .s. Ct• �? •� �r'' 10' MIN. OR MATCH �•'' ADJACENT ROAD WIDTH •' b PLAN NOTE: MAINTENANCE TO INCLUDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS REQUIRED. WRAP WITH 6 OZ. (MIN.) NONWOVEN GEOTEXTILE (FILTER FABRIC) MIRAFI 14ON OR AN APPROVED EQUAL. EXCAVATE THROUGH BOG AND CLAY INTO A' STRATA OF SAND AND GRAVEL. BACKFILL WITH SUITABLE POROUS SAND AND GRAVEL MATERIAL FRENCH DRAIN DETAIL DRAIN 11N -?WASHED CRUSHED STONE 18'x18"x8" CONCRETE PAD W/#4 REBAR EACH SIDE r'yr 45' BEND - PLUG WYE UNTIL CLEANOUT IS INSTALLED PLUG PARTif PIPE SIZE A d C 0354M 3' 2.50" 3.25" 4.75' 0464M 4- 2.50' 3.25" 4.75" 0465AA 4' 3.25" 4.50" 5.00' 0466M 4' 2.56" 2.56" 4.63" 0664AA 6"3.62" 5.63' 6.43' REVISIONS SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND SUFFOLK COUNTY DEPARTMENT OF 62" HEALTH SERVICES. Part 0664 -AC is PVC CAMBELL FRAME & COVER OR AN APPROVED EQUAL �- PLUG OR STOPPER PVC SCR -35 RISER AS REQ'D OR AN '- APPROVED EQUAL ROOF DRAINAGE COLLECTION LINE (SEE PLAN FOR SIZE) �--- 45' WYE FITTING CLEANOUT DETAIL ALUMINUM LEADER (SEE ARCHITECTURAL PLANS) DOWNSPOUT ADAPTER (ADS OR APPROVED EQUAL) - (SEE CHART FOR PART NUMBER) PROPOSED 450 BEND (MAX.) 6' ADS PIPE (LENGTH VARIES) - 450 BEND (MAX.) M M 0 T c 6 z c� c v z 2 z 8" ROOF DRAIN LATERAL (TYP.) WITH 6'X6'WYE NOTE: 6' ADS PIPE MAYBE DISTANCE VARIES USED WHEN A DOWNSPOUT IS (SEE GRADING AND CONNECTED DIRECTLY TOA DRAINAGE PLAN) DRYWELL ROOF DRAIN ADAPTER DETAIL LAND GRADING SPECIFICATIONS 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN AND THE'STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL IN DEVELOPING AREAS'. 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. S. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 91NCHES IN THICKNESS. S. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED IN FILLS. 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD, 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING. 14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. PRECAST STRUCTURE NOTES: 1. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE, TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. ALL PRECAST STRUCTURES LOCATED IN THE PATH OF THE BOAT LIFT SHOULD BE DESIGNED TO WITHSTAND THE BOAT LIFT LOADING. 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO SUPPORT MSHTO H-20 TRAFFIC LOADING. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. 4. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE REVISIONS SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. P En ARC \ C % PU%? C Plans are prepared by Condon Engineering, P.C. It Is a V101ation 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 after'' 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 shelf affix to the 33 1t3y �Q4 Item his/her seal and the notation "Altered by" followed by his/her signature and the F NE`N S.C,T.M.: 1000-70-129.3 date of such alterations, and a specific description of the alteration. Condon Engineerin P C SHINN-PAGE RESIDENCE Scale: N.T.S. g •a NORTH BAYVIEW ROAD Dawn by: JJC 1755 Sigsbee Road SOUTHOLD, NY OF Mattituck, New York 11952 Data: 1/22/2013 (631) 298-1986 (631) 298-2651 fax CONSTRUCTION www.condonengineering.Com DETAILS