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Home My WebLink About37570-Z g�FFQI, '" Town of Southold Annex 9/15/2014 P.O. Box 1179 a "` 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37147 Date: 9/15/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Private Rd, Fishers Island, SCTM #: 473889 Sec/Block/Lot: 7.-3-3.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/14/2012 pursuant to which Building Permit No. 37570 dated 10/11/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with screened porch covered entry, second floor deck terrace and unfinished basement with full bathroom as applied for. Note: This Certificate of Occupancy does not include access to Barlow Pond The certificate is issued to Rutherfurd, James&Rutherfurd, Mary (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0020 8/11/2014 ELECTRICAL CERTIFICATE NO. 37570 7/9/2014 PLUMBERS CERTIFICATION DATED 8/18/2013 .7 GleM Gallo A or' ed/ig-naltre o�osUFFut � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE (n x . oy • : 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 #: 37570 Date: 10/11/2012 Permission is hereby granted to: Rutherfurd, James & Rutherfurd, Mary _ 26 Courseview Rd _ Bronxville, NY 10708 To: construct a new Single Family Dwelling (6 Bedroom) with attached porch & terrace per DEC & Trustees approvals. Note: This permit does not include access to Barlow Pond. At premises located at: Private Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 7.-3-3.21 Pursuant to application dated 9/14/2012 and approved by the Building Inspector. To expire on 4/12/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $3,147.60 CO -NEW DWELLING $50.00 Total: $3,197.60 Building Inspector Form No.6 TONNA OF SOUTHOLI) - - BUILDING DEPARTMENT TOWN HAIL 765-1802 JUL 2014 APPLICATION FOR CERTIFICATE, O OCCUP.INCT This application must be filled in by typewriter or ink and submitted to the Building Ikvartment 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 loin). 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 2/1() of 1°io 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: l. Accurate survey ofproperty showing all property lines, streets, building and unusual nahiral or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Nees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building_ $25.007 Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated C`eriificatc of Occupancy- $50.00 5. leulporary Certificate vCOccupancy - Residculial $15.00, Comnicreial $15.(1(1 12-- 1 New C'onSlrUcllon: Old or I i-e-existing Buildinf,: (check one) , } Local loll of Properly: [ S � ��`- —, ( A house No. ;� � 5ttcct � Hamlet --I OAvncr or uwncl of Property: �CL�bl i!. �1 ^ ► t � L� h w ri 2 t r-�,� -3 Sut�f',lk County T1v'la A\ p No 1000, Section � B 1;l�,�- __- I_c,i Z^ � Suh�lit isi"u Idled Nhi)Tr I'crniil No � r7 S / � [7a(�� f�Pcruut. �ta�111%2- ��pplicant �Y�t�Y ��-rc��[-� � V.� iii I'lanuit<< lt <u�i \ppr� .<il_ l��Clll�'st ��il lt'lll�� ldll� t �'Illll alp' t lll�i� ( �'f111lc:itc. ^� a i i QF S�UjyO.r Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 G Q roger.riche rt(D_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rutherford Address: 850 Clay Point Rd City: Fishers Island St: NY Zip: 6390 Building Permit#: 37570 Section: 7 Block: 3 Lot: 3.21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting Inc License No: 4798-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 115 Ceiling Fixtures 24 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 28 Smoke Detectors Main Panel 2-20 A/C Condenser 4 Single Recpt Recessed Fixtures 30 CO Detectors 3 Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 4 Pumps Transformer AppliancesH69 Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect [2-210 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 1-GFCI circuit breaker, 2-ovens, 3-exhaust fans, 3-towel rack heaters, 1-steam generator, 15KW standby generator with 200a transfer switch Notes: Inspector Signature: c-- Date: July 9 2014 81-Cert Electrical Compliance Form.xls TEL: 76s-i 802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOIZ o rn P.O. BOX*728 ' TOWN HALL SOUTHOLD, N.X., 11971 ° C R R T Y F l C A T. I O N nate Building Permit No. - 5-7 Owner ° (please print) . Plumber (.//''1(4C ,-, (please print) . i, g .certify that the solder used in the grater suppler systema contains less than 2/10 of to .lead. Aplumbe' r ° s signature) Sworn to before ne this day of �"�C�- - o� ary Public �ota�c� PuL�.i�o Count 37J oF sooryolo COUN(Y,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: v ' 7 DATE , INSPECTOR September 09, 2014 Michael Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Subject: Field Inspection Dear Michael, I Bruce D. Kinlin of Kinlin Rutherfurd Architects certify that the house framing and strapping at the Rutherfurd House on Fishers Island—Permit#37570 was built in accordance with the construction drawings filed with the Town of Southold and in compliance with the NYS Residential Code. If you have any questions, please do not hesitate to contact me at your convenience. Sincerely, ��FtED ARC JGE D. ki yi�tr �1 0- 0294b Bruce Kinlin,AIA OF NE`N SEP 15 2014 I 'FOWN'0_,SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST JIUK,.DING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802, Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. S Check Septic Form N.Y.S.D.E.C. _a Trustees Flood Permit Examined. 20 Storm-Water Assessment Form Contact: Approved �� 20 i)EP 4 �0�2 ;. Mail toy I (' < 1 Disapproved a/c AIDC, DEPT' Phone: Expiration 20 � � �� 1,4,) S Building Inspector ®lis F . APPLICATION FOR BUILDING PERMIT � / Date ,� , 20 G� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I (Signature of applicant or name,if a corporation) K%NL%N Ar-c-- LT.•-cTS,"u- 330W• 3S�t9r• 4-100(o NY,NY 1001$ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Ar?_C4+%T;Ec-T- Name of owner of premises -JAM f55 (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: No12Tl+ S►DE O"F G•aY �b%NT gOab , 500 1-'t- NOli-11� OF eAa M"N RoP•D , �1S1-►PrzS House Number Street Hamlet o , NY County Tax Map No. 1000 Section -7 Block 3 Lot 3 . 02 l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VACAN T- b. Intended use and occupancy 9-F-5►O4a�-Tk4-4-- - s�t�4Ck.Z fi*okL`l ?-e-zi90`iCE; 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ► Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front �� - t�2 t Rear -71'- l t�2 Depth 53 - it J4 Height 28i — 834" Number of Stories �. 9. Size of lot: Front 22 5 r 441 Rear 22`3 • 37 Depth 20`3 • 42 �(`^� � ,Zoo .41 � 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R - 120 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO 122 5 'Foe-KC P-qE 14. Names of Owner of premises DAMP5 ?-uTHE9rNP-0 Address 4D, NY,NY 10V28 Phone No. Name of Architect �D"LC- P• K%MLAN Addres0aow. t,BT+t-ST• tcob Phone No(2t2)(P95 - 2958 Name of Contractor Address NY,NY too 18 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES '� NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 ) BRv cE P. K%N�-t t%4 being duty sworn, deposes and says that(s)hc is the applicant (Name of individual signing contract) above named, (S)He is the A G�T P,?-C N mecT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before qie th.s f � ZAZ3E AHMED Notary Public,state of New York �/1 1 Re ' 01AH6213245 f/I ary u 1c Qualified in Queens County Signa K--re of Applicant Commission Expires Nov.2,2013 • I BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7805 DATE: MAY 16,2012 ISSUED TO: JAMES P. RUTHERFURD PROPERTY ADDRESS: CLAY POINT ROAD FISHERS ISLAND SCTM#7-3-3.21 AUTHORIZATION Pursuant to the provisions of Chapter 275 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 May 16,2012,and in consideration of application fee in the sum of$250.00 paid by James P.Rutherfurd and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a single-family dwelling,terrace, screened porch, sanitary system and drywells for roof drainage with the condition the tree adjacent to the limits of clearing line is to remain; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, last dated April 4,2012,and stamped approved on May 16,2012. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seat to be affixed, and these presents to be subscribed by a majority of the said Board as of this date_ y � - w J o r John M. Bredemeyer III, President � so�ryOlo Town Hall Annex Michael J. Domino,Vice President 54375 Main Road P.O. Box 1179 James F. King, Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G� Charles J. Sanders,Trustee Telephone(631) 765-1892 ��yCOUNTY Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1026C Date: August 11, 2014 THIS CERTIFIES that the construction of a single-family dwelling, terrace, screened porch sanitary system drywells• and tree adjacent to the limits of clearing line remains At Clay Point Road, Fishers Island,New York Suffolk County Tax Map # 7-3-3.21 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 6, 2012 pursuant to which Trustees Wetland Permit#7805 Dated May 16, 2012,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a single-family dwelling, terrace, screened porch sanitary ystem drywells• and tree adjacent to the limits of clearing line remains. The certificate is issued to JAMES P. RUTHERFURD owner of the aforesaid property. Authorized Signature 3EV, N ORK S'l ATE DEPAWKIENT OF ENVIRONMENTAL CONSERVATION Now 106hty DEC' 11) 1-4738-04190 PERMIT Uw. nder the Environmental Conerva stion Law (ECL) ................ ......... Permittee and Facility Information ........................... .......... Permit Issued To: Facilit� JAiML-S I' RUTI]FRFURLD Rt,!-Y(ll- _RFUZIP J-1ROIlFR_Q' Co t RS,LNR) N SIDE Cil- ('I,-A)' POINTRD, 500OF E NvIAIN RDISCTM BRONAVILLIH. NN10708 FISHERS ISI-AND, N)' i,)()3()o (917) 328-9464 Facility AppliCatiOn C01ARCI: BRUCE KINIJN 330 W 3wrH si, TYE 1006 NEW \,'ORK. N; )' 1001S Facilityl,ocation: in SOU,MOLD in SUIHOLK COUNT)' Village: FISHERS ISLAND l< Facility Principal Reference Point: NAMOM 751.94) NN'Tfol-N: 457219 ImMudy 4VAMP,�.6" Longitude: 71'59'30,0" project Locatiun. Ntmih side ornay lAnt IFIL HO' North of East Wn Rd - Watercourse - M" %2 k , . uthorizedActivity: Construe6onofa new single llpHvdwelfin 4(SF D) Lith accessorystmCtUres. sumawaor RK and pervious drivcvay. Construction of access pa6l to the pond Nviih pond ran')p and dock shchres. AH"ecled area to Inc rev _,,j�7jQ'ajjd a view shed io be WaRshed. Al'! audu)nzed'activhies shall be in strict conte nnance Mth the attached plans staillped NVSDFC Approved on 816�'2012, (GRZ) ............................... ..............—------ Permit Authorizations ....................... ............................................ ............................................__.........................................–-–-------------.......... Fre!hmater lNethinds - to Article 24 I)crinit fl) 1-4"38-04100 01000 I New 13ennit Effective Daic: S'16'2012 Fxpiration Date: 8/15/2017 .................... Page I of 7 Aft A21tC (�tItV1 )R STATE 11 'At1NtP-M O ENtONIF �r �r1 Facility Df,",C i1) 1-47*8-04100 . _. ____._.__.. ...... ............I............................_....__ _.__.. _............. 1\YSi.EC; approval .._ ...._. —__ _..._...................._....-._.W................................... .. ........... BY acceptance of'this permit, the permittee agrees that the permit is contingent upon strict Compliance »ith the E(.°1.., all applicable regulations, and all conditions included as }fart of this permit. Permit :?,administrator: St .1'ti.N AC'Iti EWNIAN, Deputy Regional Permit =di-ninistrator ,°'cc.lclress: `)"SDI,,. .' R FOION I FIFAD(jt..IA1 TF--R S t'`slit `oONA' BItOW,(-} C'IRCIFF RD 1udiori :ee. silt !nattlrc: D ate �• ��.- Distribution List I I t'C'F KI'ti LI' I-lal?it�mt F UG F NI R r'A%,It_t!CIl __ ---------m------ .--- _ � — .. -------� Permit Components NATURAL Rl.-.St?t.'RC'F PER%11 l' C'C)NDI IONS C C NDI'l IONS, AI PL)' VO ALL I-I"ITIORIZLI'D F'F:RMITS Nt.)TIFlC ATI ON t:t1 OTIiI-I-R 1'1:RAIH F I"F ()BI-IC:iATI0NS ATURAL r at►I. 12F. t)UI2C : PERMIT C' 7N1)1°I�T�lN5 - Apply to the Followin Permits: FRES1,1WATER WETLANDS 1. Conformance NN"ith Plans All activities authorized by this permit must be in strict conformance with the al-)p10 ed plans subrt7ittecl b" the IrIpphc}rnt orapplicant's agent as part ofthe herrn t applicatiOn. nuc h approved plIans were prepared by Kir lin, R utherfurd Arch tett . I'I_I_(% last revised 7/24/2012. ?. State Not Liable for Damage The State of'New �'(.)rk shall in no case lyse liable; t Or any damage or irllarry to thc: structure or work herein tta1 horiz_ed which way be caused by or result Ire:}m future operations undertaken by the `tate t(.)r the c o nsm 4ttion or imprm este nt cit`na i L4atl.oil, or t6r other purposes, and no churn or right to �`Ctt1 pen sal'011 sla�rll 3CCRIC ll-0111 arlY c;uclt d artIUUCt Pag,e 2 of 7 AMdbmw - DEPARTNIL"A 01. ENVIRON)IFIN'T"'ki,CONNSERVA VION N, NO RK!i"1`A 11' J,:1Cjjj(V 11) 1-4738-04106 3. State May Order Removal or Alteration of 1 '011 Il'tUture operations by the State ot'Ncw York require: in alteratiorj in the position of the sti-LiCtUrC or \wrk licrein authorized. or if, in the opinion of the Departincrit (11'1"Ilvirontrienta) Conservation it shall cause unrcasonable obstruction to the free navigation of's'aid waters or flood flows or endanger the health, safety Or welt'are of the people of the State, or cause loss or destruction ol'the natural resources oi'the State. the 0\V1lCr May be ordered by the Department to reinove or alter the structural -work, Obstructions, or ha/arils caused thereby without expense to the State, and if, upori the expiration Or reVoIcatit")n ofthis perrint. the StRiCtUre, fill, excavation, or Other niodification of the watercourse hereby authorized shall not be completed. the owners, shall. without expense tel the State. incl tel Such extent and in such tinle and nianner as the Department of Environmental Conservation may I-CtlUire. remove all or any portion cif the uncompleted structure.01- fill an(] restore to its, former condition the navigable anti Ile od capacity ofthe watercourse. No clairil shall be niade zioiinst the State ot'New York on account ot'ally :such removal or alteration. 4. State May'Require Site Restoration 11'Up011 the expiration or revocation ol'this permit, the project hereby authorized has not been coinplcted, the applicant shall. without expense to the State, and to such extent and in such tune and iminner Lis the Department of Environmental Conservation may lawfully 1'equirc, rernove all or any portion ofthe uncompleted structure or fill and restore the site to its tortner condition, No claim shall be made auainst the State ol'Ncw York Oil aCCOU[lt 01'011V Such renloval or alteration. ;. Precautions A;,,Painst Contamination cif"Waters All necessary precautions shall be taken io preclude contaillination (4 any \vetland Or "vaterway by suspended solid.s, sediments. t1jels, solvents, lubricants, epoxy coatings. paints. concretc. leachate or any other environmentally deleterious material,.,, as'sociated Nvith tile pro jcct, o, Area Limits 'File linlits ofc1carinitng, gyrag dinanti gri-ound disturbance line is equal to the limits of In I CiCal-11161, t,�T-Afin() Mid "round disturbance line as shown and within the 4' wide path and one folot around the proposed dock and rzinip . as shown oil the approved plans. 7. Work, Avrea Limits Any work. disturbance. and or storage of'construction materials shall be confined to Nvithin the fitint ot'clearing amid QT(ILInd disturbance as described above, 8, Materials Disposed at Upland Site Any dernolition debris, excess construction materials, and'/Or exQess excavated materials shall be linniediately and corill-fletely disposed of on an appro�'ed upland site rnore than 100 feet froni any regulated 1'resh%vatcr wetland. These inaterials shall be suitably stabilized ,o as not tel re-enter cin v w'atcr body. wetland. or wctland adjacent area. Straw Bales I)r1or Io unninciiccinent ofany construction activities, as continuous r0W of I s,.traNk bales shall be staked end tci end don slope (.'�I'anv aireais tit ground disturbance . to. Straw Bales tel Be Entrenched Straw bales shall be entrenched INV() til fOUr inches Into the ground. i j. Maintain Bales The bales shall be maintained. repaired land replaced as often as necessary to ensure proper function, until all disturbed areas are pci-trianently vegetated. The average uselu] llt'c ofa bale is approxiinatcly 3-4 rriontlis. Sedinients trapped by the bales shall be recut ved to an approved upkind location before the hales theinsulves are removed.. Page 3 of 7 NEVi YORK STATE DEVARTNIFA] OF ENVIRONMENTAL CONSERVATION FadtitN DECID 1-4738-04106 12. Clean Fill Only All bill shall Consist ofcic nt soil, sand and.1or gravel that is free ofthe following substances: asphalt. slag, 11vash, broken co.mcrete. demolition debris, garbage. household refuse., tires, NVOOLIV nlal(!NaIIS including; tree Or landscape dCbI_IS, Zind metal objects- The introduction of materials tkmc to aquatic lit'e Is expressly prohibited. 13. Equipment Storage 100' from Wetland, Water Body All equipment and machinery, shall be stored and sate ly contained. greater than 100 1 ct landward of the regulated wetland or water body at the end ofeat h work day. This \%.-III serve to avold the inadvertent leakage ot'deleterious substances into the rei�wlatcd area. )4. Seed, N'lulch Disturbed Areas All areas OfS011 disturbance resulting from this project shall be seeded with an appropriate perennial grass. and 11MICIMI With straw Irrimediately upon completion of the project, within two days oflinal 'u'radin-, or by the expiration ofthe permit, whichever is first. u `remporary INIulch, Final Seeding If seeding due to the time ol'year, a temporary ;. t" _g is impractic MUICh Shall be applied and final seeding shall be performed at the earliest opportLIDItV when weather conditions favor gemination and growth but noit more than six months after project completion. 16, k1inimum I%, Vegetative Cover Suitable VegCtatiVC COVCI- is (10111Cd as a MillinlLIM 01'85 '),'o area �Cgetative cover with contiollolis um,coctated areas no larger than I square l'oot In size. 1*7. Use Pressure Treated Wood VVI-icre treated miood lurnticy Is to be used in the construction of in- Water StRICWNS� Only pressure treated Nv(.)od Nvith as preservative and treatment process approved {stamped or otherwise marked as certified) by the American Wood Preservative Association can be used. Wood treated with (.'(-'A (Chrornated (opper Arsenate) or ACQ (,Alkaline Copper Qual) can be used in all aquatic environments. Wood treated xvith Peritachlorophenol can only be Used in freshwater applications, is. iVood Debris and Wash Water All treated wood must be aged in the open air lo)r at least three C, months prior to in-water use. \Vood with surface deposits must be washed for at least 5 Minutes under I-tanning water prior to use. '[']its crashing must Occur more than 100 feet fro as wetland or waterb(:.)dv, wa4h water and any wood debt-IS. Such its SaW(1111,'t. Must not enter any wedand or waterbody. it). Notice tel'Com mencement At least 48 hours prior to commencement of the project. the permitice and contractor shall sign an(] return the top portion of tile enclosed notification f6m) certifying that they L7 are tully aware of and IIII&I-Stand all ICI_111S al)d conditions ofthis permit, Within 10 days Ot'conipletioll k A'Pt 13 .( ect, tile bottom 1101-0011 ofthC t'()I-Ill 111LI-St atlsca be signed and retumed. alonj,,, with photographs of flie completed aN,(.')rk. 2o. Post Permit Sign 'I'll(: permit sign enclosed with this permit shall he posted in a conSpliQUOLIS location on the worksite and aLICCILMICIN' protected from the weather. Page 4 of 7 AMk WSW EANAORK STATEDETAR VNIEN't OF ENV1R0NN1E.NT;%.L CONSERVATION 1.acifily DEC tit 1-4738-04100 21. Notice (:ovenant The perinitIce shall incorporate the attached Co,,cnant (or similar Deparmlent- approved language) to the deed ['01- tile property where the project will be conducted and file it with the Clerk ot'StJFFOLK COMM` Within 30 days of the eftective date tri this permit. -[']its deed covenant shall run with the land into perl)CILlity. A copN, of'the covenanted deed or other acceptable proot'of'record, al(:mg Mill tile HL11111-10- aSSUmcd te> till,, permit, shall be SLINTIMCd within 90 days ofthe effective (late of' this permit to Regional Habitat Manager NINSDEC 16:1.610N I HEADQUAR-1 FRS I ' RD 1�,',L FN Y ,"e , STONY BROOK50 CIRCTI S`1 ON Y BROOK. NY 11790 -Sett 9 22. Planting Required All ol'that area labeled its "view, shed" shall be planted as noted oil the approved plarm Within the view shed, trees maY be limbed and planted shrubs may be topped at 3 fect. Vry excessive limb ng oi-trimming that result~ in death Shill require replacement with similar native species. \n\; additional trees that do grow in that area shall be allowed to grove withoLit cutting or pruning. When thew reach ,in appropriate heid,it, they may be limbed Lip. Any additional shrubs that grow. wkithin the vickv shed may he CLIt at 3 f'ect in height. It', howng ever, this cutting results in the death of any shrub. they shall be replaced wspecies. similar native speces, 23. flathNi ay Restrictions As shown on tile approved plans. it 4 toot path can be created an([ maintained tht-01,11-11-1 the viCW She(] and do\,vii the slope to tile ramp and (lock. That portion ol'the pathway fi,orn the view shed to tile ramp shall be located to minimize djsturbanctr to existing vegetation. No trees treater than I inch in diameter shall be cLit or removed, Slit-Libs shall be avoided. Where they catillot be avoided. they ,hall be relocated to another appropriate location oil the slope, SbrOs that cannot be relocated shall be replaced with similar native shrubs planted at another appropriate location oil the slope. Apply to ALL Authorized Permits: GENERAL CONDITIONS 1.__._._.....____.._.._.........__...._.••............................................. ..............................................................W._..................... i. Facility Inspection by The Department T'he permitted site or facility, including relevant records. is SLII.,jW 10 inSpWi011 at 1-CaSOnable hot.irs, an(] intervals by all amhorized representative c,)fthc Department t)H-`Invlronnlental Conservation (tile Department) to determine whether tile perillittee is cornplying with this permit and the ECL_ Such representativc may order the work suspended purSUallt to ECT 7 1- 0301 and SAP A 401 File permittee Shall 'a PCI-son to .,,.1cc4.,)mpjny the Department',s, representative(Wring all inspection to tile permit area %khen rLqLicsicd by the; Department, -% 11 flable copy, ofthis pCI-1111t, InClUding all rCiel-CrIced maps, drzminos and speci1 al conditions, 111LISt be aval tsar inspection by the Department at all times at the protect site or I'aellit-v. Failure to produce a, COPy of )i Elie permit uj:mn rccitiest bD y a eparlillent repress a ntative is violation of this perinit. Page 5 of 7 Am Nj�:N`w N'()RK S"IATE DEPARTINIENT01- [.�NNIRONNJENTAL CONSERVA FION I Fmifi(r DEC 11) 1-4738-04100 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly m,ovisle d I-or by the Depzirtnient. issuance of this permit does not modify. supersede or rescind any order or deterniination previously issued by the I)e pj rtj,,i ctit or any of the teens, conditions or requirements contained in such order or determination, 3. fkpplications For Permit Renewals. Modifications orTransfers The pee-InitICC Must Submit a separate ��htten application to the Mpamment Rw permit renewaL modification or tninsthr of this ivrinit. `such appliC',16011 111LISt include any Amis or ,-supplenlental iril'orniation the Department requires. .any renewal. =hficatit)n or transfer granted by the Depannient 111LISt he in "Ahng Submission c f applications for permit renewal. niodificatkin or transfer are to be Submitted to: Regional Peri-nit AkIrninistrator NYSDEC RISC lON I l,l1:,_ADOUAR_H.,--IZS SUNY t4 STONY BROOK�50 CIRCLE RD STON",Y BIZOOK. N Y 11 7,90 -3409 4. Submission of Renewal Application The pembucc must :!aibrnit a renewal application at List 30 days bel6re permit expiration jor the lWhAvog permit aiuthorizations: Frcshwatcr Wellandss. 5. Permit Modificadons. Suspensions and Revocations by the Ekepartment The Departniclit reserves the riglitto exercise all avL61able authority to rnodify. Suspend or revoke this pennil. The grounds 1'()r 1iiodi6CWJ0F1, SLISPCIlsion or revocation include: a, inaterially Or inaccurate statarents in the permit application or supporting papers, h. Mwe by me pembuce to mpNy "ith any ttmns or condidons of the pennit. c. exce"ting the scope of the project as described in the permit apphcation: (1, newly discovovd nuawhd inkmanion ora material change in environmental conditions, relevant technology or applicable law or regulations SinCC the iSSUMICC OftlIC existing permit, e. nonconipliince %vith prcvi(A1Sl4� issued permit conditions. orders ofthe commissioner. any provisions ofthe Conservation Law or regulations ofthe Department related to the permitted activity. t), Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or prier it) actual Iranst' r of anoilier permit cWhion ApplicMums W permittrunsthr A= be submitted pi OwncrsNp, Page 6 of 7 AM TN CONSERVATION oboe NEN-0,' YORK STAI}•, DEPAR NILST()I�, I Facifitv DEC 113 1-4738-04100 ——-- --- -- ......... NOTIFICA'I-ION OF OTIIER PERMITTEE OBLIGAI IONS ............. ................ Item A: Permittee Accepts Legal Responsibility and Agrees to In(lemnification 'I lie perinittec, excepting state or federal a-gericics. expressly agrees to indernnit'v and hold harmless the Department of'Frivirollillental C't)rjser%atiolj ofthe State 01'New York its representatives. employees. and agents CDE ') t'Or all clalins. shits, , loris, and damage, I ;Ljl act to the extent attributable to the permittees acts nn cts or orillssiolls ill connection with the perillittee*s undert.akint, ofactivitles in connection or operation and maintenance of the facility or facilities authorized by the permit whether in Comphalicc or not in Compliance with the terms and ct"Inditions of,thc peri-nit, .phis indemnification does ljot extend to al1V CklllW;, SUlts, actions, or danlagics to the extent atiributable to Di"C's own neglilgent Or Inwritional acts Or Ornissions. or Itl allY Claims. SUitS. or actions naming the DEC and arising under L�rt'Qle 7�s ot'llic Nc%� York Civil 1raclicc I a and RUICS' or arr�, CitiZCfl SLUI or civil rights provision ion I UrldcT I'CdCral Or state la\A S Iten1 }3t Pell-tilittee's Contractors to C'olliply with Permit The pernlittee is responsible 1`61- n1l'orilling its independent Contractors. employees. agents and assigis of I C-1 their responsibility, to comply with this pernilt, including all special conditions while acting as the pCrillittec's agent \'ith respect to the permitted activities., and such persons shall be sub�jcct to the carne Sanctions Ior violations ofthe Environmental Conservation Law as those prescribed fOr the permittee. Item C': Permittee Responsible foo- Obtaining Other Required Permits The perillatce is responsible for obtaining, ally, (,)tber perililts, approvals. lands. easements and rights-of way that unav be rcquired to carry coat the activities that are juthorized by this permit. Item D: No Right to Trespass or Interfere NNith Riparian Rights This permit does not convey to the permittee: any right to trespass upon the lands or Interfere with the riparian rights of'others in order tea perflorm the permitted work not-does it authorize the impairment of any rights, title. or interest in real or personal property held or vested in a person not a party to the IWI-1111t, Page 7 of 7 pF SO!/jyol 0 Town Hall Annex l Telephone(631) 765-1802 54375 Main Road Fax(631)765&,,9 12 P.O.Box 1179 G • O roger.richert(pD-tOWn.SOutC10 d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � I Date: I Company Name: 3 . !game: License No.: Address: Q , D box- Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: M fn *Address: �-�0 C/,qY *C treet: rrs A mss .l s/ � A/Y- 04 3 ?0 *Phone No.: A/ 4 Permit No.: 37670 Tax Map District: 1000 Section: (D67 Block:-,3 Lot: 3, yo'Z� *BRIEF DESCRIPTION OF WORK (Please Print Clearly) AleL,,) / (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 (400:) Other *New Service: Re-connect ldergr©und Nprnber of Meters Change of Service Overhead Additional Information: , PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form t TOWN OF SOUTHOLD PROPERTY RECORD CARD - - OWNER STREET VILLAGE DIST. SUB. LOT tw 510V Ll 616493 -f -5 ACR. R VMRKS 251 TYPE OF BLD. PROP. CLASS LAK D IMP. # TOTAL DATE LeI4 ul V2 -&Ord FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT 9 74(V TOTAL �--� \ <_,R %E RECENED LoCKNG CASIVF l III U GRA (, 2 \ IO GRADE MSED DE V Y C VND 2012 \ W r AS r.AGGEO I, NLc 3 6 °o oVrUT eNEm 7 DSUFFCO. HEALTH SERVICES <�N \ Y -= r I \x V J Z 0 OFFICE OF WASTEWATE I MGT. PE \ M REaARm FOSUND \ \\'\\\\\ BARLOW POND e",j2•vo,moiEDS , V �� BLOCK 33 LOT 6 \ \\\\ \ TYPiCAI,1 SMPN 00X u; w W ¢ N VACANT LAND" N \ \ \ \ q3 S�7Ej e m \ 4 \ \ \\ FISHERS ISLAND WATER WORKS (> " f U 2 PROVIDE A CONTINUOUS ILFENCE r, >~, „_, »_.: 'Y , LINE OF%i FENCE \ \\\ \ ,o•-s- ESTABLKH AS ULITS OF 1 \\ \ \\ OUTLEKNOCKT DPENINGSUT M'T CI.FARI4C.CRApNG \ u,o Res INSIDE srAKE\ 1 \ NATtIREA u MAIM8E0 �\ \ \ \ srAKE LOCATION MAP SCALE t"=400' SHORE ...•'�-��...�_ N� CAST CONCRETE COVERS •`7. M,PIE / �*S/� \ T[eT IpyDATA PROVIDE zo- N�ti� DRY WELL \ ` w 0 o� \\ \\ PLAN BY R.'TOPSOIL P.E.L.S.08-12-09 0'-10'TOPSOIL FOR ROOF �.\ \ \ \-� 9 \\ \\ COVER LOCKING CASTING 1D'-32'SANDY SUBSOIL DRAINAGER \ \ TT GRADE TO GRADE 32-17'MED.SMD-UTILE OR NO FINES- SP 6 DROP M aMR \ 'Y ' 111 (SEE DETAIL),\ low \\ \ \\\ U FlNLSNEO GRADE MOST SD AT 13' -WATER ELEV. 7} J S RON PPE\\ CHIMNEY FOUND \ �� 4.4 12.6/12.6 -MESH Unified Soils Clcidflr tion(USC)System(from ASTM D-2487) ELEVATION 24.79 \ - / mn 6 a 6 6/6 MESH Sd]CI.-M-tion:S y Sand oo O So dy 0-3x ak,p,, $pAld SP 1 \ N76• \ 1 \ n lymov Arty"an pe 5`AKE I \ 00 \ 334D1r .\ I \ / I dlid+ E+• 61 OUTLET y INLET -/ . \ ♦ClFY1T \' _ •bu {r \ \\ .Ig' STA✓,E UOI s',nn� o-aM SYSTf]I OE90N i0R 6 BE'DROOY RCemourY Q \ `\ GORTINDous LOOT w°^MT PROVIDE 1500 GALLON SEPTIC TANK I \ TEST HOLE \ `\\ 1G'n+e ASRMLT w4 �D11mA PROVIDE 1 LEACHING ION BOX LS % AREA TO REMAIN V V i scHEOuaE!w G s PROVIDE 3 LEACHING POOLS -�'_jj}'.'�}'- �z \ NATURAL R UNDISTURBED \ \\ \\`T PROPOSE, .p LIMITS OF / / / Y < YAP aEfFREIVCES !_- \ 6 BEDROOM \ CLEARM0.GRADING j a- \ `\ / CROSS SECTION -3 1.)PRELIMINARY SITE PLM PREPARED FOR PATRICIA BEARD.,BLOCK WI LOTS 4 (3)_lf lCnv�M, �`� \\ RESIDENCE \ ��> ` / / k 5:FISHERS ISLAND.NEW YORK;CHANd.ER PALMERY &KING:NORWICH,CT.; POOLS(� �, \ LOT 5 —� / 1500 GALLON - 2 COMPARTMENT DATE:AUGUST 3.2000:SCALE: 1'-20':SHEET i OF 1 IRON II \ ! PROVIDE \ ` --�=0.976 ACRES / DTIC TANK a O PIPE O DRY WELL \ STAKE NOT TO SCALE } Yl) FDUNG ` / FOR ROOF \\ _ / NOTE' ¢ 3 \\I\J DRAINAGE -- -_-_ --_-_- 1.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O O w (SEE DETAIL) HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO z w Z BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE d w = I O 4 >� \ F• p�p\p�p 8UPoDID/ ENGAGEMENT. \\ l \ L1il1ilE5)LLID WATER -- ---- ---- LU a a m IT ,G' 2J IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,UNLESS y w D y Y- 4\\\ 9EP1NC TAW ,!�GAL \ OAK• .A, (TELL IN ANY WAY. ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR.TO ALTER AN a S o y \\ \ \ `\� ♦.�R O 3)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S U J J (y m w 4\\\ 4, � \ / ?N�'y SIGNATUREDLA ORIGINAL EMBOSSED OR INK SEAL ME THE PRODUCT OF L y W I STAKE\ 4.)COORDINATE DISTANCES ME MEASURED FROM U.S.COAST AND GEODETIC SURVEY TRW"UTION STATION TEN' \\\ PROPOSED STONE / '2 SJ SITE E IN THE TOWN OF SOUTH 0.COUNTY Of SUFFOLK TAX MAP 1000, DIQREWAY MIO BLOCK 33 LOT 4 SECTION Dol,BLOCK 3,LAT 3.021 a \ \�\A�a's• PMe eIG AREA ? SINGLE FAMILY RESIDENCE 3 PLAY 6.)TOTAL AREA -0.9763 ACRES. (A MUNICIPAL WATER \\ EX6TN6 7.)SITE IS LOCATED IN R-120 ZONE ON SITE SEPTIC SYSTEM RESIDENCE —s-o'-- �I \ _ I I 8.)APPLICANT:JAMES P.RUTHERFURD 7 26 COURSEVIEW ROAD I BRONXVILLE.NY 10708 r }�0�i{q�3 Fl - 914-793-9185 � I FMLOVDE A f` U0US R /� �\\ a 0 p P, " ) LME OF%T FENCE-YAMTNN '�I\\ EXISTING / 9. SITE IS S BE SERVICED BY MUNICIPAL.WATER MO ON SITE SEWAGE THROUGHOUT CONSTRUCitON w \\ * - SEPTIC AREA ,Q p❑❑ ",' DEPOSAL SYSTEM. y S�3 1 ° Cp Y-18 .lo 10.)BASE FOR LEVELS:NIM 1929,F3 E3 ORR R,B Z I ! ❑6❑� O OA\\\ MONUMENT F / - 6'•w4 k C-6• > \\ N 1269.19 1~-- w 685.95 LES 4\ LEACHING POOL DETAIL a W "VACANT LAND" i� K COUNTY DEPARTMFNTC�HFALM.S\ l Nol iD SCALE FF FIRST FLOOR 1�6 ELEV ELEVATION pERW' FT)R AP!'f VA1dW C0NSTR1XMG1v MRA _ SF SOUME FEET j C NGL9 FAX&T ONLY —zo—— EXISTING '-I -Lf- PROPOSED CONTOURS RS I soima � I G; � ( y ��V♦y � �s .��? _ Q BUILDING SETBACK UNE Q \ DAM PROPOSED SILT FENCE nv.wc / / 11�®lu�i i nxs-F1 ort couuO I.. \ -•t' '^ /l+-"_'/�-. PROPOSED LIMITS OF CLEARING I R PROPOSED BURIED UTILITIES o f"►Z-G L1A1 71 J m w Ac.o r va wLF{ LIMITS OF FRESHWATER WETLANDS..0: $TDRYWATERscGvRl..ws EA¢LLwsco.,DmEDElTmYIw". ryV INVERT ELEVATION TEST HOLE 0, li otZXMf SCr 1 5DR00?RS y o I ' R13S lta YEARS FROM DATE OF AMMO AL ; - DATE: 03/12/2012 AD. rx1 FeL4ueLms SCALE: 1" = 40' ROOF AEE..2zso sF QUALITY CONTROL CERTIFICATION RIO IRED=2—W x 10.2/+2=vs Gr I AM FAMIUAR WITH THE STANDARDS FOR APPROVAL GROUP RENEWED DATE375 CF/w.17 Cl/1-I'll SUBSURFACE SEWAGE uDE_m-B'R w a'Dal Der wEas. AND CONSTRUCTION OF 4 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE AND WILL ABIDE BY THE CONDITIONS SET FORTH z0 l0 0 20 SHEET THEREIN AND ON THE PERMIT TO CONSTRUCT. GRAPIOC SCALE IN FEET ) OF ) APPLICANT �ttFILE 34952 NOT]CE (,O\ ENANTTO THE DEED �',X�- *'. ��,'j�,la,-.� k�.",'�1. '4��, t�.,*A S I n ad e h Kv THIS DLICLARi%l I( )\, . ki,ited '1 L " L Z o�' L-2 1, W ITN E S S E. T H WI-it-REAS. Tilt: Dc�: <1-,tilt I, die o%kilcr ol ccria.111 re:d propery Iocatcd In Ille 'l own ol'southold. Go, w, t)fSLIfiOk� Of Ne\% York, Fa% Nvlap :1: District 1000. Section 7. Block 1, [A)I(S) .1,011 _10101 ' W.11 nlone parlic-ularl.v dek:rlbed ill Exhibit ". It lne\ed hereto Owreirialter referred To &s Ilw- q)e-l� and lated freslixvaler welland MY-2 of the W111"IRF"As, the propell% Iia s sitli'm!d it) or al.jaceelft to re�_Iu M; ti Q,, I - - State Department ot* which has been In alld mapped b,, the Ne\% York ), I)LIT'NUallt to 1-Tiviroilowntal Conservation-(hereinafter-'Depar "nellf dands .I\ci**)and Parl 004 iii 'l f) of thc (I;le!-elj-jLIfIer"ECT,") Articl,_, 24 (also knovvn -is tileFreslr�vater Wet \C%t, Yovk ('o(h: of R"'!I es and Rcvul.afW I I I ereinafter "(,, NR and I T I \VI I L-RE AS, %arious &111\ltI:(:�, Ck I,I d uctck 11)(111-1 111 and ad,'acent tO t, (,�sh%valer ��etland's are ret,:klfaleki -mlen :mih'ln/ ill oll hv 11--le Dcoarinlent pursuant to 1_(_-'L gilt :lc �llld Il ' il N`t CR R quir uld ree I'l-OM, tile DCjMrtIllC-W JIM1.1- to "ielfl-I "In— I i abOl In o� 'e. it L� tlae rt ilstit'1htilSti of at 'partv Ii.."N 1111� ally rq'111. title. or I ilierot Ill the P roper1%. to obtain from tile Depanillcill or ylt d �111 nclik" which ire regulated pursuant to i;{. ri zi u Art!Llc 24 WILI P'Url (4)" Off) NYURIti- alrtti to oblalil Wl'itLell AR11067ati011 from the Department Ilf-jorto -1111:111 I'CUldat"I zit:tivjties belnu, �ollducted (ijj the VroperiyReplated activities Include. but ilre not linlited to 'cjjcjlj'cal,,. excavmon: tgra- lilt and h ink: and crection iii :ill of vel-mati—oll. appjicjjj()Il off X1, t4otary Public,,tate Of York 1A FF I)F YORK I No,01 DA6241021 ouaidjed in Ki"qs County ('0{"M-Y OF 1 L Conlniission ExpiZ,May 9,2015 J 011 the da-% (,)1A[A ill the 7— . before mics. the miderilgned. a Notar'. Pul,16- jjl,� , tI -- - known (4) tile or r poved to lie. persom apptare'd per.,onaik I J'� I'll and t �l �Id st, I'lle kill flic bask ofsatisfacto-z", evidence to e tile I r'so 1.0ose, �Ubscrlbed to the Nvithin ItistrUllielit .Mld ,i�:kdved nem leto lilt- that he e\cculed lite :a h c mits its..t,,-. and th-t b\ hi-, iognawre on the Iil -11'Cil the pet-oll .ICtCd. eXCCLITCJ '11 irsartimcli -iniew. ihe person or enli;\ k"pon '�()F R Fil I,f11,1 1 . September 10, 2012 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 LW Dear Michael, We are please to submit this application for the Barlow Pond House Project, on Fishers Island, NY. Enclosed for your revision are the following documents: • (1) Permit Application signed and notarized • (1) Copy of the Notice Covenant to the Deed of this property • (4) Full size sets of Architectural drawings prepared by KRA • (1) Full size Site Development Plan prepared by CME Associates Engineering • (1) REScheck Compliance Certificate • (1) Copy of the Town Trustees Permit • (1) Copy of NYSDEC Permit • (1) Blank check to cover the required fees Suffolk County Department of Health Services Permit#R10-12-0020. Copy of approved plan enclosed. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, Bruce D. Kinlin, AIA Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857_ Fax:..(63.1)788-5600 - p DEC 2 4 2012 December 19, 2012 �- i Mr. Gary Fish Town of Southold, Building Department P. O. Box 1179 Southold, NY 11971-0959 Concerning: Permit #37570 Dear Mr. Fish, Please find enclosed the foundation location survey for the new James Rutherfurd house project on Fishers Island. Sincerely, Thomas J. Shillo November 12, 2013 Pat Conklin Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Pat, This letter is to certify that the Bilco—ScapeWel egress window well specified for the Barlow Pond House(Permit#37570)complies with code requirements as per Section R310.2 and Exception. Attached please find schematic dwgs.that demonstrates code compliance as per the above mentioned section and exception.We will use one of the 2 models shown based on final grade elevations. If you have any questa ,or-need any additional information, please don't hesitate to give me a call. Sincerely, � Bruce D. Kinlin, DEC - 22013 Conklin, Pat From: Conklin, Pat Sent: Tuesday, November 12, 2013 8:39 AM To: 'Flavia' Subject: RE: Permit# 37570 - Barlow Pond - Rutherfurd Dear Flavia, Gary is on vacation for a couple of weeks. In order to amend the file,we need Bruce to certify that the window well meets the requirements of R310.2 of the State Code. I have printed what you sent& will wait for the certification. Pat From: Flavia [mailto:Flavia@kinlinrutherfurd.com] Sent: Friday, November 08, 2013 6:09 PM To: Conklin, Pat Subject: FW: Permit # 37570 - Barlow Pond - Rutherfurd Pat, After Mr. Fish inspection some weeks ago,we sent you revised dwgs. to amend Permit#37570—Barlow Pond House— Rutherfurd. The amendment included the addition of an egress window and window well in the basement to comply with code requirements. The window/well system we specified at that time was a simple inexpensive system to comply with code. Our client didn't like the quality of the system so, it was decided to upgrade the quality of the system with the following components: Egress Window: Marvin CUDH3028(E) (E) Meets national egress code for fire evacuation (see Marvin chart attached) Window Well: Bilco—ScapeWel (see specs attached) Therefore, attached you will find revised sheet A100 showing the upgraded egress combination system. Can you please review the documents and verify if Mr. Fish is OK with the change. Also, please let me know how many hard copies I should send you. Thanks so much, Flavia Da Silva KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 www.kinlinrutherfurd.com From: Flavia Sent: Tuesday, September 24, 2013 2:20 PM 1 Kinlin Rutherfurd Architects PLLC 330 West 3811,Street,Suite 1006 New York.NY 10018 212.695.2988 775.582.1736 fax June 2, 2014 Pat Conklin Southold Building Department Town Hall Annex Building 54375 Route 25 P. 0. Box 1179 Southold, NY 11971 (631) 765- 1802 Dear Pat, We are requesting a six-month Permit extension for the constructio t at the Rutherfurd residence on Fishers Island, NY.The permit number V 37570. _ Please call our office, or send a response email to confirm you have received our request. Best Regards, r Bruce D. Kinlin www.kinlinrutherfurd.com Page 1 of 1 7/23/2014 Mail-Fwd:Hand rails on Fishers island C-1 M I Fwd: Hand rails on Fishers island Bruce Kinlin <Bruce@kinlinrutherfurd.com> Wed, Jul 23, 2014 at 9:17 AM To: Jimmy & Tracy Rutherfurd <tracyrutherfurd@me.com>, Paul Contillo <zands@fishers island.net> See below. They will coordinate for rail next week. Sent from my iPhone Begin forwarded message: From: Chris <chris@gardeniron.com> Date: July 23, 2014, 7:55:12 AM EDT To: Bruce Kinlin <Bruce@kinlinrutherfurd.com> Subject: RE: Hand rails on Fishers island Bruce; I would be happy to take a look at the job, will most likely be heading to the island next week if we can set up an appointment. Would the rails be a similar design? Chris From: Bruce Kinlin [mailto:Bruce@kinlinrutherfurd.com] Sent: Tuesday, July 22, 2014 6:25 PM To: chris@gardeniron.com Cc: Tracy Rutherfurd; Flavia Subject: Hand rails on Fishers island Chris, I left you telephone message earlier. A client of ours, Tracy Rutherfurd, needs to have some handrails made at her house on Fishers island. These are exterior rails in a landscaped area with stone steps in front of her house. I have shown her the rail you did for us at the Hobson house a couple of years ago also on Fishers. I have copied her on this email as a way to connect and introduce you to each other. ( I also copied Flavia in our office) It would be great to arrange a time to show you the project. We would love to do so as soon as you https://mail.google.corr✓mail/u/0/?ui=2&ik=23368839e8&\Aew pt&search=inbox&th=147635e3b25fb822&siml=147635e3b25fb822 1/2 7/23/2014 Mail-Fwd:Hand rails on Fishers island are available. Please let us know if you can help us with this. Best, Bruce Bruce D. Kin lin,AIA KinlinRutherf ird Architects,PLLC 330 West 38th Street,Suite 1006 New York, NY 10018 212 695 2088 wtivwv.kinlinruthert`urd.com https://mai I.g oog I e.corn/mai I/u/0/?ui=2&i k=23368839e8&�i ew=pt&search=i nboAth=147635e3b25fb822&si ml=147635e3b25fb822 212 Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857 • Fax:(631)788-5600 August 20, 2014 To: "Town of Southold Building Dept. To whom it may concern: Please find enclosed the stamped approved plans from the Health Department for permit#37570. Sincerely, '�A Paul Contillo Z & S Contracting, Inc. (631) 788-7857 i AUG 2 2 2014 I i �Y � V SO�j�o Town Hall Annex Telephone(631)765-1802 54375 Main Road ' Fax (631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 cou September 11, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD James & Mary Rutherfurd 26 Courseview Road Bronxville, New York 10708 RE: Private Road, Fishers Island h, NOTE:Asper Building Inspectors request on 9/18/13,wind load strmust be certified by your architect or engineer that it was installed per New York State Code. TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 37570-Z New Dwelling REScheck Software Version 4.4.4 Compliance Certificate ,r. Project Title: Barlow Pond Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York SPP 2 7 '1011 Construction Type: Singe-family Project Type: New Construction Conditioned Floor Area: 4,300 ft2 Glazing Area Percentage: 28% ----- - - - - - Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Clay Point Road James P. Rutherfurd Bruce D.Kinlin Fishers Island,NY 06390 1225 Park Ave. Kinlin Rutherfurd Architects PLLC Apt.4B 330 West 38th Street New York,NY 10128 Suite 1006 New York,NY 10018 2126952988 bruce@kinlinrutherfurd.com Compliance: Passes using UA trade-off Compliance: 2.4%Better Than Code Maximum UA: 721 Your UA:704 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 Gross Glazing Assembly Area • or Door UA Perimeter U-Factor West Elevation Wall:Wood Frame, 16"D.C. 584 21.0 0.0 25 Window 119:Wood Frame:Double Pane with Low-E 15 0.310 5 Window 120:Wood Frame:Double Pane with Low-E 15 0.310 5 Window 121:Wood Frame:Double Pane with Low-E 15 0.310 5 Window 215:Wood Frame:Double Pane with Low-E 14 0.310 4 Window 216:Wood Frame:Double Pane with Low-E 14 0.310 4 Window 217:Wood Frame:Double Pane with Low-E 14 0.310 4 Door 105:Glass 27 0.310 8 Door 106:Glass 27 0.310 8 North Elevation Wall:Wood Frame, 16"D.C. 1,010 21.0 0.0 39 Window 109:Wood Frame:Double Pane with Low-E 22 0.310 7 Window 110:Wood Frame:Double Pane with Low-E 22 0.310 7 Project Title: Barlow Pond Report date: 09/24/13 Data filename: K:\1-ACTIVE PROJECTS\149-Barlow Pond (Rutherfurd)\RES_Check\149_RES_Check_option 2.rck Page 1 of 3 Gross Glazing Assembly Area . Door UA Perimeter U-Factor Window 111:Wood Frame:Double Pane with Low-E 22 0.310 7 Window 112:Wood Frame:Double Pane with Low-E 21 0.310 7 Window 113:Wood Frame:Double Pane with Low-E 21 0.310 7 Window 115:Wood Frame:Double Pane with Low-E 13 0.310 4 Window 116:Wood Frame:Double Pane with Low-E 13 0.310 4 Window 117:Wood Frame:Double Pane with Low-E 13 0.310 4 Window 209:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 210:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 211:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 212:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 213:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 214:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 114:Wood Frame:Double Pane with Low-E 13 0.310 4 Window 118:Wood Frame:Double Pane with Low-E 13 0.310 4 Door 104:Glass 53 0.310 16 East Elevation Wall:Wood Frame, 16"o.c. 668 21.0 0.0 28 Window 108:Wood Frame:Double Pane with Low-E 19 0.310 6 Window 206:Wood Frame:Double Pane with Low-E 14 0.310 4 Window 207:Wood Frame:Double Pane with Low-E 14 0.310 4 Window 208:Wood Frame:Double Pane with Low-E 14 0.310 4 Door 201:Glass 36 0.310 11 Door 102:Glass 44 0.310 14 Door 103:Glass 44 0.310 14 South Elevation Wall:Wood Frame, 16"o.c. 992 21.0 0.0 43 Window 101:Wood Frame:Double Pane with Low-E 15 0.310 5 Window 102:Wood Frame:Double Pane with Low-E 15 0.310 5 Window 103:Wood Frame:Double Pane with Low-E 10 0.310 3 Window 104:Wood Frame:Double Pane with Low-E 10 0.310 3 Window 105:Wood Frame:Double Pane with Low-E 19 0.310 6 Window 106:Wood Frame:Double Pane with Low-E 19 0.310 6 Project Title: Barlow Pond Report date: 09/24/13 Data filename: K:\1-ACTIVE PROJECTS\149-Barlow Pond (Rutherfurd)\RES_Check\149_RES_Check_option 2.rck Page 2 of 3 Gross Cavity Cont. Glazing Assembly Area or -Value R-Value or Door ILIA Window 107:Wood Frame:Double Pane with Low-E 19 0.310 6 Window 201:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 202:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 203:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 204:Wood Frame:Double Pane with Low-E 16 0.310 5 Window 205:Wood Frame:Double Pane with Low-E 16 0.310 5 Door 101:Glass 54 0.310 17 Ceiling Between Collar Ties: Flat Ceiling or Scissor Truss 1,592 38.0 0.0 48 Ceiling @ Dormers: Flat Ceiling or Scissor Truss 147 38.0 0.0 4 Ceiling-Other: Flat Ceiling or Scissor Truss 892 38.0 0.0 27 Basement Wall:Solid Concrete or Masonry 1,431 21.0 0.0 60 Wall height:9.0' Depth below grade:7.5' Insulation depth:9.0' Window 001:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 002:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 003:Wood Frame:Double Pane with Low-E 16 0.310 5 Basement Wall-interior:Wood Frame 234 13.0 0.0 13 Wall height:9.0' Depth below grade:7.5' Insulation depth:9.0' Basement Slab:Slab-On-Grade:Unheated 181 10.0 124 Insulation depth:5.5' Basement Ceiling-finish:All-Wood Joist/Truss:Over Unconditioned Space 142 19.0 0.0 7 Compliance Statement.' The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements list don the REScheck Inspection Checklis. &- t -c+ 'I)o a F"L-n . 7 '�' Name-Title Sig ature Date +taC. 4 / ` Project Title: Barlow Pond Report date: 09/24/13 Data filename: K:\1-ACTIVE PROJECTS\149-Barlow Pond (Rutherfurd)\RES_Check\149_RES_Check_option 2.rck Page 3 of 3 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 21.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating LI-Factor SHGC Window 0.31 0.30 Door 0.31 0.30 CoolingHeating& Forced Hot Air 95 AFUE Cooling System: Water Heater: Name: Date: Comments: RE check Software Version 4.4.4 Compliance Certificate Project Title: Barlow Pond En,?rgy Curr 2010 New York Energy Conservation Location Suffolk County,New York Constructson Type Singe-family Project Type New Construction 40 Conditioned Flow Area 4,300 ft2 Glazing Area Pfvx!ntaqe 28% H,L,tatinq Degree,Days, 5750 '11mate zore 4 P'-"MIt Date Construction Site OwrieriAgent Designer/Contractor Clay Pownt Hoad, James P Rwhorfunl Brune D. Kinlin Fishers Island NY 0639' 1225 Park Ave Kinlin Rjtherfurd Architects Pl,I C Apt 4B 330 West 38M Street N,w York, NY 10 12P, Suite 1006 New Yrork,NY 10018 2126952988 bru<c e(c kinfinrutherfurd corn �cofnpltan(,e Passes using UA trade-off Compliance 2.4%Better Than Code Maximum UA 721 Your UA 704 Envelope Assemblies G r CJVIty cont G t a 2 i n A s�,e i u h I At cl ) Of or Door UA R-VattjcR-Value L Perimeter U-Factor West Elevation Wall ftx)dFrarue 584 210 00 211 Window 119 Wood Frame Double Pane with Low E 15 0 310 0 Window 120 Wood Frame Double Pane INIff!LOW-F 1 310 'Mndow t21 Wood Frame Double Pane with L,,w-F 11, 0 310 VVndow 215 Wood Frame Double Pane Mr,Lc)A,-F 14 0310 4 ,'V,nd(-Jw 216 WCA-)d Vrarrw Douhie Pane'NsIt;L"N-F i4 0 31( 4 ,'Oriciow 217 Wo(x,Franie Oq)uble Paremir,Low-F 1<t 0 310 Doer 100) Gla,,4Q ,7 2-1. Dots 106 GlassD 310 North Flevalion'Abil: Mocl Frame 1l',"r,r i (iJO 21 0 0 W.Vno Jow '09 Wood Frame DG(A;4,, Pan,, v,t! Lo"-[ 22 0 110 00ndow '10 Wood Fran+Doutile Pan,, tvilt- L(3w F 21 0 Project Title Barlow Pond Report date 09124'r1.3 Data filename K.1.1-ACTIVE PROJECTS',149-Barlow Pond (Rut herfu rd)\RES--Check\1 49_'R ES-Check Ootion 2 rck Page 1 of i Gross Glazing Cavity cont, Assembly A or R-Vakie R-Value or Door Perimeter LI-Factor 'vV;nd,!w 111 I.Nf)od Frame Di�ijbl(-Pard with Low F. 2 112 Wnod f rai)f-D(,kAfle, Pang to f-(,w F I!? VV;f(xj Fvnra Dr)iAm-,Pan( wi!! Low.F ,;w 115 Wuod Frame Dofjbl, Rjr,f:wit`,d_,1v, E 0 3 1 C' ,%',r idcw 116 Fr erne rht,tioe Peir,i:Mf; Vin (Iuw !I! Wood Fran e 04)iVp.Par,( wtlr,pow-F C 3 Afindcw 209 %Nbod Frame Dt)(,ble Pant m1k;1o.,., F Windcw 210 World F rarn,0 o t i h I n Par),- with s)W-F E 0.31(1 Nindr,,w 2 1 Wood Frarne,DcfuAtl,,Pane-with iw T F til 2 vvf'od FF"ime, D')t,ble Pane- mth L'iev, E so A,i n 0 c w 2+3 Mx)(1 Frarne Dr)kible Pane wiIn Lr)w-E Nindcw 214-'Nood Fra mt-Double Pane wfIh',(,)w E 1 f-1 U 310 iVtr',&lw 114 Wolof!Frjr),-Df)f;Nt,Pane••.m L,lw-F 0 310 Wqtd(sw 118 *orO Frirnr,Dfie,hic^Pane-wi!h o_i)w E .11(" 4 Dc,or ^(-',4 (Ax;,, "410 Ea,,,l Eleval of,Wail 'A,,ut:Vrarnr- 1(," eiff'ii 21 00 'sVindcw 108 Vinod rrame Df)ut)1f, Pang- w,")Lrm F iw. 311; vVindr;w 206 Wood Pierre Dcwhle Pane,with,-f-,w E 10 Window 2(71 Wood Fram)6Dn,X)le Parw with f,)w.E 14 0"'1'J VVindew 208 W)ndl Fr,-irrie D.-,uble,Pane witr,Cow-E 94 7 31(7 D,or 2(l' C'Ia ,' F 0 310 D(,i>- '02 0 310 i.: Doi), 10'S Chas 44 South Elevation I/Val! vV;irx Frarn� 116"k, 9f32 21 0 0 0 4 , V%lmdr," 101 Wnnd Frame Dns;hlra Par), w,to-,i :w F 1 0 I"f V;ndcw 1'2 VNnc)1 FrarneD,)fjbio-Pa,;, wIt I LOW- 31f) -,,,w 103 Wno�l Fraw Pan, with t., ,.v E 1t: 0 3111 VVindcw 104 Wrx)d FtafnwD(JU11!PiWr WiItt LOw-F, 17.310 105 Wfx�d Frirne Do3t,ole Pare Mth L1_'W F U 31D ',1,'inocw 106 '*nod Fr;)rno,Dnuhlt,Pane,with if,w-E 3i() Project T;t1cr, Barlow Pond Report care- 09/24"13 Data filerame K"il-ACTIVE PROJECTS"149-Barlow Pond (Rutherfurd)\RES ChecW49 RES Check option 2 rck Page 2 of 3 Ca Gla zing A Gross Vity Cont, Assembly Area )r D R-Vaftie R-Value ol (')Or LJAA= Perimeter U-Factor Window 107 Wood Frame Double Pane,wilt)i nw-F 0310 VVindow 20 1 Wood Framie Douthie Paof�With L,W-E fi X10 ',.%'induvv 202 Vinod Fra,ne Dooble Pan(-mth Llw-F 1 ir- 0 `i 10 ,'Oncc�w 203 Wnod F-ram. Rin.w,ti, E ,'V,ndow 204 'Aloud=rarr,C-Da,O f,, v it':, n VnOnw 2075 VVond F_ra(n,Dok,h�-Pane With L:)Vw-E Doo, 10! Glass !--)4 Ceiling Between Csiliar Ties Flat Co kmor Scis"w 1 59'� 390 C-f-ilinu(U-)Dormers Flat Gefling or Sccsor 7r,,,s 14i '18 (,t,ilinq Other Fiat Ceiling w Sfiss-or Tri;"'s °9 1 2,' Basement Wall Solicl otkr rete cr Masuray 1 4'31 2 00 F'f ,,Nalf height q tT Depth below grace insulation depth 9 U VV;ndovv IUOI Wnixl Frame Dw,b;e Fane with Low-E f Q 31ii IN net, : )w(02 Wood Fram�,D,) hie flx)(',�toth Low-F r, 0.'310 2 '!,i r0ow(fl3 "Nuod Frame EI;,',i hif,P;Aio Not',1,ow-F Basement Wal,-interior Wood Frame 234 1 1 Wall height 9 0' Depth below grade 7 Insulaticm depth 9 0' Basement Slabs ifu 0 124 Insulation depth 5 5' Basement Ceiling-finish All-Wood J(,ist,Tru,.,s Over 142 19 n 0 it (;(impiiancc-Statement The proposed butloing design described here is consisten!will,,the building plans,specifications,and other calculations suornitted with the permit application The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in PEScheck Version 4.4.4 and to comply with the mandatory equirements It It dil th REScheck Inspection Che 4-) Name Title Sig aturF Date N Project Til-e Bari()W Pond Report date. 09/24., ,,3 Data filename K �1-ACT 1VF PRO JF CTSt 14 9-Barlow Pond (Rutherf u rd)\RE S--Check\1 49_'RE Sc neckoption 2.rck Page 3 01 3 2010 New 'scar EnergyConservation Construction Code Energy Efficiency Certificate- Insulation rtificats Wall 21.00 Floor 21.00 Ceiling 1 Roof 38.00 Ductwork(unconditioned spaces): Glass& i • r Window 0.31 0.30 Door 0.31 0.30 Heating& Cooling Equipment Efficiency Forced Hot Air 95 AFUE Cooling System: Water Heater: Name: Date: Comments: 19/19/13 Boman Kemp Complete Basement Window Systems That Take the Basement to a Whole New Leeel . 7 rf- � f FIND A DISTRIBUTOR- PH 1i Sold Exclusively Through Distributors Glick t1Ere to locate the nearest distributor for pricing and delivery oplions, Industries Bu Builders WINDOW SYSTEM ► SELECTED SYSTEM ► Remodelers Window System Your ► Concrete Contratorslete ► Architects - � The Boman Kemp Window System � Complete is the premiere solution for taking "' Boman Kemp the basement to a whole new Window Resources level. The complete system System is a includes the Easy-Buck, Easy-Well, listed below: " Double Insulated Vinyl Window, ► "Howto" Installation • -• Safety Grate, Lexan Cover, and ► CAD Drawings Escape Ladder. Easy-Buck ► Tech Data Sheets P/N:4040-10 l ► Complete Window System Dimensions: ► All Resources 48"x48"x10' Color: White ► Contact Us Easy Well P/N: 5236-36 111111.=_;�,M_T- 1 r I Dimensions: Click on an image to enlarge. 52"x36"x36" Color White cucK jukL 1-1 L1 tVN � � Vinyl Window naxr aNt a"Rir r P/N: 4040 SYSTEM SELECTOR Dimensions: 48"x48" W Haow atu 4 I Glass: LowE i Provide the information below and press"View Safety Grate System"to find the window system that will meet . .. P/N: EG5236 your needs displayed on the right. Dimensions: 52"x36" ----,. ------------------ 7 L; Only show EGRESS compliant Cover P/N: EGC5236 Dimensions: ? 52"x36" �! Buck Mount Wall Mount Ladder Finished Window ? P/N: N/A opening: 4040(48"x48")E Dimensions: N/A Wall Thickness: 10° E Use the part numbers f above when ordering.To ? find a distributor near Well Projection: 36° you,click here. Well Depth: 36"U ? Window well finish: White Buck finish: White Glass: Low E View System mm.boman-k--mp.corTVsearch_systems.mv 1/2 9/19/13 Boman Kemp—Easy Buck Basement VUR ndow Systems IC" . FIND A DISTRIBUT©R GL Ir.Lim Sold Exclusively Through Distributors Click here to locate the nearest distribmtor for pricing and delivery options. Industries ► BuildersAMOMMM COMPONENTS ► Remodelers p ► Concrete Contrators SELECTED , •• 1 ► Architects Easy Buck EASY BUCK The Easy Buck comes pre- P/N: 4040-10 Resources manufactured for easy installation Dimensions: using wood oraluminum forms. 48"x48"x10" ► "How to" Installation Exclusive fasteners are built in making Color: White ► CAD Drawings adding an Easy Well a snap. The Easy ► Egress Presentation Buck comes in many sizes for virtually COMPONENTS ► Tech Data Sheets any application. ► Insulated Vinyl Window Info ► All Resources Aillstallzition Alert � Easy-Buck rlick hurk for Jutads ► Contact Us _.._..__. Easy-Well Click on an image to enlarge. EASY BUCK SELECTION Vinyl Window Provide the information belowand press "View - — -- — Component" to find the Easy Buck that will meet _ your needs displayed on the right. Safety Grate Only show EGRESS compliant 7 (- Window opening: 4040(48"x48') � ' Cover Wall Thickness: 10" - 7 Ladder Buck finish: White L._1 View Component use the part numbers above when ordering.To find a distributor near you,click here. t II Iii �A&m.boman-kemp.com/search_components.mv 1/2 -es s , - I W A v � S � i 2 s e ,a 1 e ma n � , 77 Window Wells Bilco window well systems add natural daylight and ventilation to basement rooms, making them as warm and comfortable as any area in the home.Window well systems meet building code requirements for emergency egress and are constructed of non-corrosive materials for many years of maintenance free service. ScapeWELO *---� Window Well System Features: Step design aids emergency egress and can be landscaped with plants or flowers for added visual enhancement High-density polyethylene molded construction will never rust, rot, or change color and is UV-stabilized for long life • Attractive driftwood color complements basement interior and blends with any architecture • Easily cleaned with standard household cleaners • Available in a number of sizes to accommodate virtually any Heavy duty molded panels foundation height feature a structural foam core for added strength and rigidity Consists of side-and step-panels that simply snap together on-site stakWEL° Modular Window Well System W 1. Features: • Modular system provides corrosion resistant performance at "steel-like" prices . High-density polyethylene molded construction will never rust, rot or change color and is UV-stabilized for long life ,rrTs Unique "Grip/Step" design features convenient handle and _> gusseted step to meet emergency egress requirements • Neutral driftwood color and pebbled interior finish will ,n complement the interior of any home **Yat Overlapping ribs and tabbed inserts lock modules together to form a cohesive assembly • Modular system can be used on foundations of ten foot and greater In depth Single modules work " ........ " well with utility windows Modules can be stacked to accommodate virtually Bilco window well systems are a great enhancement for any foundation height basement remodeling projects. See back cover for information on installation by a certified installer. 4 SCAPEWEL° IMPORTANT. Check local building codes regarding window well egress standards & requirements. STEP 1 Excavation � Prior to excavation:Document all underground utilities that may affect the installation of any window wells ' "ro f. '• v �' (e.g.,gas,electric,sprinklers,etc.).Prior to bringing in machinery,verify equipment clearances. - ,- Excavation:Excavate the area to allow adequate work space and clearance for the window well(2 feet ° Wall Mount-Flange Out minimum).Remove large rock and debris from the excavated area.Excavate below the window opening as required for proper sub-drainage (see following instructions regarding sub-drainage)and to provide Buck Mount-Flange In clearance for window well side panels and vertical supports(see STEP 6).Verify local frost depth conditions to avoid heaving of the foundation. rr----- ------I Sub-Drainage:ScapeWEL is designed to drain directly into a free-draining rock bed established below the i r---- ----- i well.If a perimeter drainage system exists,it is best to tie the well drainage into this system by running a pipe extension up from the drain line to the base of the well.Once the window well has been installed, fill the bottom of the well with clean 3/4"free-draining rock. If a perimeter drain system does not exist,the area below the well should be excavated to the top of the footing and filled with clean 3/4"free-draining rock to obtain maximum drainage volume. STEP 2 Foundation and Measurements Figure 1 Foundation Preparation:Clean foundation substrate of dirt,debris,or excess concrete that would inter- 2"min. -.*-4"min.for wall mount fere with the Mounting Flange from having full contact with the foundation wall.Make sure that there is at for buck mount I I flange position(note:flange least 4"of foundation material between fasteners and the window opening(see Figure 2). flange position shown in this position) Selecting the method of Wall Attachment:Each side panel is equipped with a universal mounting flange with pre-drilled keyholes for ease of installation.These versatile aluminum mounting flanges allow the win- dow well to be attached directly to a foundation wall or metal window buck. b Wall Mount Flange Position:The mounting flanges are supplied from the factory in the position for direct anchoring to the concrete foundation wall(keyholes in flange are located to the outside of the window well). Buck Mount Flange Position:In the Buck-mount position,mounting flanges are designed to accommodate manufactured metal window bucks with screw anchoring systems.To switch the flanges to the Buck-mount position(keyholes in flange are located to the inside of the window well),remove the screws that hold the t keyhole angles to the panel channels,reverse the right and left angles(ensuring that"keyholes'are right- side-up)and reattach them to the pre-punched holes in the channel with the keyhole legs to the inside. (note:the Buck-mount flange position can also be used for wall mounting in retro-fit installations,eliminat- Figure 2 ing the need to over-excavate). g Measuring Anchor Hole Location for Attachment to the Foundation: Horizontal Hole Measurements:The ScapeWEL window well should be centered on the window opening in the foundation.Measure and mark the center point of the window opening on the foundation.Using the table at right,find the dimension for the window well model and flange position that you are using.Center this dimension on the window opening center point and mark the end points on the foundation. Snap a plumbed vertical line at these points with a chalk line. Model Horizontal anchor hole distance for foundation anchoring Vertical Hole Location:Position top of well on the foundation at least four Number Wall-Mount Flange Position Buck-Mount Flange Position 4048-42 49-5/8" 40-7/8" (4)inches above where the finished grade will be.In order for the window to open,the well must be positioned with the bottom of the cover notch in 4048-54 61-5/8" 52-7/8" the side panels above the top of the opening window sash.If mounting the 4048-66 73-5/8" 64-7/8" window well against an existing home in which the exterior siding is at or 4862-42 49-5/8" 40-7/8" near grade,it may be necessary to build out from the foundation the width 4862-54 61-5/8" 52-7/8" of the siding with treated lumber at least 5 1/2"wide(e.g., 1 x 6 or 2 x 6). 4862-66 73-5/8" 64-7/8" The notch at the top of the side panels must be clear to allow for an option- Note:all measurements are the"B"marked holes. al cover(see STEP 3).It is essential that the anchor penetration be adjust- ed accordingly to ensure the required depth into the foundation. Anchor Hole Location for Attachment to a Window Buck:For direct attachment to a window buck with back-out screws,convert the mounting flange to the Buck-Mount position as described above in this section and use the corresponding holes listed below. "M"holes in flanges are for Monarch brand window bucks "B"holes in flanges are for Boman-Kemp brand window bucks Side panels should be attached to foundation wall or window buck before snapping on the step panels. STEP 3 Side Panel Attachment Wall or Buck Mount Configuration Mounted Directly to the Concrete:Keyholes marked"B"on the flanges will be used for both Wall-Mount flange position(key holes to the outside of the window well)or Buck-Mount flange position(key holes to the inside of the window well).Use a minimum of six(6)fasteners per Mounting Flange(12 per well)with(2)at the top and(2)at the bottom.(NOTE:Fasteners are not supplied with the window well.Fasteners must be designed for,and appro- priate to,the wall material to which attachment will occur.The Mounting Flange holes are designed to accept a 1/4"(.250")diameter fastener.The method of attach- ment must be adequate to restrain earth loads imposed on the well.) MSC303 Rev.9 062106 Embedment into the wall surface must be adequate to fully secure the fastener,but shall not be less than 1.5"penetration.Individual fasteners should have an ultimate load tensile capacity(pullout)of at least 1,800 pounds,or a working load tensile capacity of 450 pounds.Ultimate load shear capacity(bending)should be at least 1,700 pounds,or a working load shear capacity of 425 pounds(based on 3000 psi wall mate- rial).Wall materials less than 3000 psi may require deeper embedment to achieve required pullout and bending values.Seal/waterproof holes with an exterior grade structural adhesive when anchoring into hol- low core masonry units.Attach a 12"horizontal brace under each side panel(see Figure 5).(Note:Brace not supplied with window well,use 2x4 or 2x6 lumber.) Buck Mount Configuration Mounted to Metal Window Pouring Bucks with Back-Out Screws: Use all back-out screws available on the buck. If the top and bottom holes extend above and below the buck use fasteners as indicated for wall mounting and secure the very top and the very bottom of the side panel flanges directly to the foundation wall.There must be a minimum of six(6)attachment points per flange including those provided on the window buck. STEP 4 Attaching the Step Sections: SNAP Step sections have open slots at each end which snap onto the protruding tabs located on the side pan- Figure 3 els.Push the step into the notches above the tabs(both sides at the same time),and force the step slots over the panel tabs until the step"snaps"into place(see Figure 3).Use(2)2-1/2"long plated deck screws (four per step panel)to cross-pin the steps to the side panels at each step/side panel connection (see Figure 4)(Note:Screws not supplied with window well).Reference the pre-marked locations for cross pin- ning.This will ensure that the step will not detach during backfilling. STEP 5 Assembly Bracing: SCREW In addition to the horizontal side bracing mentioned in STEP 3,vertical bracing must be provided to pre- vent the well from pulling away from the foundation during backfilling.Use(2)wood T-braces measured to fit vertically from firm soil at the bottom of the excavated opening to where the bottom step attaches to the side panels(see figure 5). In order for the optional cover to fit,the ScapeWEL window well must be installed within a one inch(1") overall tolerance.Proper cross bracing prior to backfilling will ensure that the well will be square.Using a 2 t� x 4 as a guide,add both diagonal measurements and divide by two to obtain the desired diagonal brace length.After cutting the first diagonal brace and placing it above the second step,recheck the second diag- onal for length before cutting.The two 2 x 4 cross braces must be the same length.Place the second diag- onal brace on top of the first(see Figure 5).(NOTE:Braces not supplied with window well,use 2 x 4 or 2 Figure 4 x 6 lumber.) • STEP 6 Backfilling: z If sandy soil exists,line the opening with a permanent barrier(such as house wrap)to restrict sand from =� washing into rock.FAILURE TO PROPERLY BACKFILL WILL VOID WARRANTY OUTSIDE of Well:Backfill evenly by hand on all sides as the hole is filled in;Do not do one side at a time. Always use 3/4"clean free-draining rock or A6 stone completely around the well at least 12"in width to iso- m late the well from the earth.Fill area to within 4"of top step panel.This will keep window well movement to 0 a minimum during cold weather freeze/thaw conditions and settling soil.Do not use expansive soils,frozen p" soils,material that has debris,or organic material. V� INSIDE of Well: Place the free-draining rock in the bottom of the well to within 1"of the window sill as described in Step 1 (Sub-drainage).Make sure that the free draining rock fills the space directly under the side panels to the bottom of the excavation to provide additional support.Do not settle material around the well with water.Place planting soil or free draining rock between steps by hand.Note:Sides and steps are provided with a slight curvature that may straighten after backfilling which is normal and acceptable. General Care and Maintenance: The exposed surfaces can be cleaned with a mild nonabrasive cleaner and potable water.Follow manu- facturer's wltations noted indow wells are the shed building make r duct and t btyethylene is an prootec ed from damage eldurinrfthe VERTICAL �RSo�P� Pe 9 P P 9 9 T-BRACE G� remaining construction process.All construction equipment must be kept 2 feet away from the well during • 0Rp, construction. Window Well Models: Figure 5 Model No.of Inside Projection From Height*of Side Panels Extension Maximum Width of Opening Optional Cover Models Tiers Width Foundation Standard With Extension Model No. Wall Mount Buck Mount Dome Metal Grate 4048-42 2 42" 41" 48" X X 42" 38" 4042C CG1 4048-54 2 54" 41" 48" X X 54" 50" 4054C CG2 4048-66 2 66" 41" 48" X X 66" 62" 4066C CG3 4862-42 3 42" 49" 62" 81 j 3019-42 1 42" 38" 4842C CG4 4862-54 3 54" 49" 62" 81" 3019-54 54" 50" 4854C CG5 4862-66 3 66" 49" 62" 81" 3019-66 66" 62" 4866C CG6 *Side panels must extend 4"above grade level and 3-112"below the window sill p D ® The Bilco Company Call -854-9724 P.O. Box 1203 • r r New Haven, CT 06505 • log on to www.bilco.com y oa�7cn`7aG�iLo�c' * MSC303 Rev.9 062106 Selecting the Proper Size ScapeWEL° Egress Window Well STEP 1: Measure and calculate dimension A as Building shown in the detail on the right based Line Window well side panels must rade conditions and extend 4 inches above grade level. on the site's 9 Grade must be sloped away from foundation height. well.Downspouts must also be directed away from the well. STEP 2: Determine the required window well y 9 Window-; side panel height by performing this Egress ky ` simple calculation: Dimension Measure from Window to of window sill " ZA Required Side Panel Height= o grade level Well 4 C Dimension A+7-1/2" y � � x stem � s mUse 3/4"clean "3-112" ` free-draining From the first column in the table rock or A6 stone ` ` ^_ below,select the closest side panel 44"Maximum at least 12"in�,� mw height that will meet the site conditions. from floor to window '`. ;{ width around all sill to meet egresssides of the well. + S Fill to de th of code requirements p foundation STEP 3: f. footing. wells can be installed lower Once the side panel height has beenv � A ,' than the recommended 3-1/2" determined,read across and select * r' " to help meet grade conditions desired window width.With the window � � ts f—"—Tie rock fill into size selected, read across to select the §; rsr t x J perimeter drain if available proper window well and cover. ScapeWEL°STANDARD SIZES AND MODEL NUMBERS Side Panel Height Maximum Window Well Model Number of Inside Projection Optional Tiers from With Extension* Width Dome Number (steps) Width Foundation Standard Model Wall Buck Cover Height Number Mount Mount 4048-42 1 2 42" 41" 48" X X 1 42" 38" 4042C 4048-54 2 54" 41" 48" X X 54" 50" 4054C 4048-66 2 66" 41" 48" X X 66" 62" 4066C 4862-42 3 42" 49" 62" 81" 3019-42 42" 38" 4842C 4862-54 3 1 54" 1 49" 1 62" 81" 3019-54 54" 50" 4854C 4862-66 3 1 66" 1 49" 1 62" 1 81" 1 3019-66 1 66" 62" 4866C *Extensions are only available for 3-tier window well models Note: The distance from the outside of the foundation wall to the inside face of the first step is 30" Bilco Egress Window Wells satisfy International Building Code requirements for Emergency Escape and Rescue Openings per section R310. CLAD ULTIMATE DOUBLE HUNG Miss.Opg.(mm) 1-97/8(556) 2-17/8(657) 2.57/8(759) 2-77/8(810) 2-97/8(860) 2.117/8(911) 3-17/8(962) 3-57/80064) 3-9 7/80165) Rgh.Opg.(mm) 1.103/8(568) 2-23/8(670) 2-63/8(772) 2-83/8(822) 2-103/8(873) 3-03/8(924) 3-23/8(975) 3.63/8(1076) 3-103/8(1178) Fr Sim(mm) 1-93/8(543) 2-13/8(645) 2-53/8(746) 2-73/8(797) 2-93/8(848) 2-113/8(899) 3-13/8(949) 3-53/80051) 3-93/80153) Glass ppSim(mm) 16(406) 20(508) 24(610) 26(660) 28(711) 30(762) 32(813) 36(914) 40(1016) Egg Fd1 ® ® 117-1 F—A � El El ❑ El mCD a?M CUDH1612 CUDH2O12 CUDH2412 CUDH2612 CUDH2812 CUDH3012 CUDH3212 CUDH3612 CUDH4012 p— 0. El E-A F=- maamo^ oj�v � 000 0 0 D I.------ ------ M M CUDH1614 CUDH2O14 CUDH2414 CUDH2614 CUDH2814 CUDH3014 CUDH3214 CUDH3614 CUDH4014 m B R El El �^ M M M R CUDH1616 CUDH2O16 CUDH2416 CUDH2616 CUDH2816 CUDH3016 CUDH3216 CUDH3616 CUDH4016 pap � ❑ ❑ ❑ ❑ ❑ ■ El R ❑ aDw�DF ma�om� Lj M M M aD CUDH1618 CUDH2O18 CUDH2418 CUDH2618 CUDH2818 CUDH3018 CUDH3218 CUDH3618 CUDH4018 my ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m 000a 4 4 4 r CUDH1620 CUDH2O20 CUDH2420 CUDH2620 CUDH2820 CUDH3020 CUDH3220 CUDH3620 CUDH4020 m m m ILI Lj n -4 7 V r -4 4.FcV CUDH1622 CUDH2O22 CUDH2422 CUDH2622 CUDH2822 CUDH3022 CUDH3222 CUDH3622 CUDH4022 60 0 n 0 n [j F=--1 n R m o0 0 Ll CID mm� 4 4 4 r CUDH1624 CUDH2O24 CUDH2424 CUDH2624 CUDH2824 CUDH3024 CUDH3224 CUDH3624 CUDH4024 F17-1 171 OD 0000 Z" CUDH1626 CUDH2O26 CUDH2426 CUDH2626 CUDH2826 CUDH3026 CUDH3226E CUDH3626E CUDH4026E eaam CUDH1628 CUDH2O28 CUDH2428 CUDH2628 CUDH2826 CUDH302IE CUDH3226E CUDH3628E CUDH4028E MULTIPLE ASSEMBLY CONVERSIONS NOTES: ROUGH OPENING MASONRY OPENING WITHOUT BMC Width Height Width Height Please contact your local Marvin representative for masonry openings that include casings and sobsfh. Add-all frame saes Add frame sous Add all frame wes Add frame si,es plus! (25) plus 1/2"(13) plus 1/2"(13) plus 1/4"(6) E 1 hese windows meet national egress codes for fire evacuation Local codes may differ_ Clad Ultimate Double Hung:CUDIH 184 CLAD ULTIMATE DOUBLE HUNG NOT x)sCALI CONSTRUCTION LEGEND C m�rswrz run r m '. �^ � vrwru rw xr e �•��.uz - �� ar nrwr kwwram� I m 1 s�wc m[crtn w�*�°u,� ..r� _ ;,� i o�Eti.a•��a��cru w. rwr x�uror ,..,or �wwa i 02 .No�w„E,�,� ----- � rower ® ® 9 It i +g I II i BARLOW POND , IEJ El 13 ----- -- _ fix .xrr. f ' CONSTRUCTION PLAN ,�, 01 A-100 SEP 2 4 2013 ' I ., ,. CONSTRUCTION LEGEND ---------- -- --- - ------- -- � -- �.� jt,_ I I' fl n II BARLOW POND -------------- -- �' o r TTr�.. I i x - .0 i.�y Mvu /J xxr� ra r�oi n.� i it - CONSTRUCTION PLAN eft, 01 A-100 NOTE: . --4 THE DIAGRAMS BELOW ARE TO DEMONSTRATE CODE COMPLIANCE AS PER SECTION R310.2 AND EXCEPTION FIRST STEP ENCROACHES FIRST STEP ENCROACHES 6 INCHES INTO THE I 6 INCHES INTO THE l REQUIRED 9 SQUARE FEET REQUIRED 9 SQUARE FEET WELL AREA AS PERMITTED WELL AREA AS PERMITTED BY R310.2 EXCEPTION4,_1 „ BY R310.2 EXCEPTION I 3'-5" j -- --- 3,-0„ 3'-0" - o Qo � o cfl - -j MINIMUM HORIZONTAL AREA MINIMUM HORIZONTAL AREA OF 9 SQUARE FEET, WITH A OF 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL BILCO - SCAPEWEL MINIMUM HORIZONTAL BILCO - SCAPEWEL PROJECTION AND WIDTH OF MODEL 4862-42 PROJECTION AND WIDTH OF MODEL 4048-42 36 INCHES AS PER R310.2 36 INCHES AS PER R310.2 I _ 32-1 04 E 32-4 31-14 N 8 M � m O l� T WJ N ` , N 0 00 32-6 31-15 05 O C 34-15 � l C vl O 38-1 32_5 � 11-1 � ?•�1 .� I""�1 ��V'Cpi 0 r1-1-1-1 >1co ^ p, 38_2 C 34-14 O r \ WETLANDS AS FLAGGED BY �` 33-7 T(- ,N .� W 00 o \ ROY JACOBSON N.Y.S.D.E.C. ""ti/ U Zto U IRON N o 38-7PIPE FOUND �� 33-6 SITE O •� U V B q �� S� CORBIERE 34-12A v sz a ca H V py 33-4 3 -1,3 O W O 34-13 34-12B N Q 33-2 cu 37-12 � (p i �• 38-5 37-11 T \ -1 j 37-10 37 J. 34-8 cc 37-2 34-7 r U W 37-9 34-9 04 Ce) 37-3 5 Cr) M 38-1 dt 2 37-8 37_4 Q 1`«' � W 34-8 �^,"^h,' � eRlc� YARD 33 LOT 6 '� - --- --....._._. "'.'_.__._.�.�_�_ 1°OND 38_3 � "VACANT LAND" •., -, ....._ - --___...._ LOCATION MAP SCALE 1 "=400' SHORE ----- NIF ... . FISHERS ISLAND WATER WORKS BENCHMARK �! +._:; , y Z ~4 _ IRON PIPE ?l f \ ^ FOUND ELEVATION 24.79 _ 35'40"w MAP REFERENCES 1.) PRELIMINARY SITE PLAN PREPARED FOR PATRICIA BEARD; BLOCK 33 LOTS 4 \ LOT 5 & 5; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; AREA = 0.976± ACRES DATE: AUGUST 3, 2000; SCALE: 1"=20'; SHEET 1 OF 1 EXISTING FOUNDATION \\ LOCATED 12-13-2012 � NOTES 10 `n 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED W ~O HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE L J Y \ IRON ENGAGEMENT. LL- � � 0 PIPE 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS FOUND ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN W \\ ITEM IN ANY WAY. Q OfLu 3: W = U Z \ \ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S n I-.-' ~ -1 p SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ,�j � m Z \ \ THE LAND SURVEYOR. > Q ry (!) 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC 0 r O SURVEY TRIANGULATION STATION "NIN" n- cn I- w 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, Z = SECTION 007, BLOCK 3, LOT 3.021 0- LL- 6.) TOTAL AREA = 0.976± ACRES. w cQ g 7.) SITE IS LOCATED IN R-120 ZONE. G U 8.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE �o\ 1-1BLOCK 33 LOT 4 DISPOSAL SYSTEM.° SINGLE FAMILY RESIDENCE MUNICIPAL WATER 9.) BASE FOR LEVELS: NGVD 1929. ON SITE SEPTIC SYSTEM A m L \ U, Z 0 4gz L \ \ Sse s�'oo'E O 0 \ — w \ o \ MONUMENT FOUND \\ w N 1269.19 W 685.95 w O,qO "VACANT LAN D" \\ \ h Z \ \ -o Q U a :3 w N CJ co Or_ � O 0 O CE 0 \\ m ON I u Q� I CN 0 Li Q J ' r^CA'n U Z Z w \\ S.{.1�Lt O O 2 Q w 00 J m0 w = O N/F NOW OR FORMERLY m o o v v \ SF SQUARE FEET DATE. DEC. 18, 2012 \ �r— AWLF# LIMITS OF FRESHWATER WETLANDS SCALE: 1 " = 20' PROJECT #2009812 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECTMar.l4CE' iiia 20' 10, o 20' SHEET SURVEr 's_ GRAPHIC SCALE IN FEET ENVIRONME1 TA1 OF 1 CIVIL STRUCTUR.L ARCH[ EC'L^-4L 32_1 E N O 32-4 31-14 N ('7 O n r C N N 32-8 31-15 c O 00 ,w 4 34^15u/ u o O O 0 r- x 38-1 32-5 O y �► E 34-14 38-2 (.0 �/ r O \ 1.- WETLANDS AS FLAGGED AG SED.EC. '"V 33-7 �It� Q 04 ROY o IRON 3B--7 •U +jU o PIPE 33-6 SITE 0 r-+ U FOUND y, C/� $"i.� U -$4 _ 3y CORBIERE -8 34-12A ;"� cn BAR LO W POND 33.4 ,.3 ►-a o w 38 4 '}'i_ W > 33-2 34-13 34-126 C Q Z 37-12 J N {�UK 38_5 37-11 l O 37-10 37-1 cn " •�J�ODiG 34-8 - - cu cu W y 37_2 34-7 V 37-9 34-9 (h 37_3 CN7 M 36-1 h 2 TIES FOR SEPTIC SYSTEM 37-6 37-4 J 34-6 .A B C D BRICoK YARD \ E 33.7' 39.0' BLOCK 33 LOT 6 PON° 35-3 LOCATION MAP SCALE 1 "=400' F 35.0' 43.0' 'VACANT LAND" G 34.6' 35.6' SHORE H 24.0' 30.0' N/F ... _ -..__. I 35.0' 44.0' FISHERS ISLAND WATER WORKS F '. F ',t,k'SS'• 'kY 1F -r ,s�•.,-�, , .aC' sat"` #�2. Si,� 'r x J 40.0 55.0 DRY WELL w AUG 1 1 2014. FOR [ROOF d?' DRAINAGE 3� BENCHMARK „ s. IRON PIPE \� s �r / FOUND ; , ELEVATION 24.79 N76.35�4p"W Ofti��,of via MAP REFERENCES 1.) PRELIMINARY SITE PLAN PREPARED FOR PATRICIA BEARD; BLOCK 33 LOTS 4 � Y 1 V \ LUT S & 5; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH,,C��; J AREA = 0.976-x' ACRES DATE: AUGUST 3, 2000; SCALE: 1"=20'; SHEET 1 OF 1 AUG � 2 , \ i , LEACH6NGDEEP 4 FOUNDATION �� I \ LOCATED 12 13+ 2Q12 3 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATEDI-- i POOLS 4.0' HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED; TO ? _ --- O B BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE'-' -�- - J Y --- of --- ENGAGEMENT. ENGAGEMENT. 4. LL- toO \\ IRONJ 1 H 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS r z PIPE / C 60,0 DRY WELL ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN Of W FOUND GRAVEL .,;,;` O FOR ROOF ITEM IN ANY WAY. Q O W = Y z ______ DRAINAGE U _ G ;`` "-A STONE WALL L O 0 ----- -- �'�i�F ~�� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS � � O \ - �,.\ I'lli� p SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF m Z Q / F THE LAND SURVEYOR. > Q �9�� STONE STEPS 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Z) � DISTRIBUTIO . O N (.1 BOX �`.., E SURVEY TRIANGULATION STATION "NIN" m • ( J ��+ 1500 GAL. c 8'X12' � Z w Z .� \�`� PTANK SHED rpt, 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, _ LL- SEPTIC `� •�� SECTION 007, BLOCK 3, LOT 3.021r^ O Ln ' 4 pc V J LL CL\\ w \�� \�� `� ��`ry0�• 6.) TOTAL AREA = 0.976± ACRES. cw Q g �\ 7.) SITE IS LOCATED IN R-120 ZONE. 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL 7) \ b �°' BLOCK 33 LOT 4 SYSTEM. � � 1j --- ----`'---------- _ i SINGLE FAMILY RESIDENCE 8�6• `\�� MUNICIPAL WATER 9.) BASE FOR LEVELS: NGVD 1929. \ �.\ ON SITE SEPTIC SYSTEM ox gppR0 V) Z \ 400�Ti S 46. 68, z \ oN s w w 68 O w o M,qmv to � MONUMENT Z \ �Q FOUND \ 'q0w N 1269.19 w \\ W 685.95 \ UJ w \ "VACANT LAN D" \ \ \ z \ \ \ F- a) Q w 00 o cn o M 0 0 I U Of \ p u o 0 o w \ IFS � Y w Z Y O O cn Q WCD � 0'- O w � 2 O \ N/F NOW OR FORMERLY a- m o o v v L� \ DATE: DEC. 18, 2012 JUL 3 1 ° SCALE: 1 " = 20' 0 _,CE EWjkT�RWIGT. PROJECT #2009812 QFFICE QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER 2°� 10' � 20 SHEET SURVEY GRAPHIC SCALE IN FEET 1 OF 1 ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL u EGRESS WINDOW BOMAN KEMP 4040 as W/ BOMAN KEMP 4040-10 CONSTRUCTION NOTE: EASY—BUCK CONSTRUCTION LEGEND uA 01 /A20,3 Z REFER TO ENGINEER'S SHEARWALL PLAN S100 :2 FOR SHEARWALL AND HOLDOWN LOCATIONS AND SPECIFICATIONS U NEW CONSTRUCTION QI 0 ............ 01_� /02 ................ ---_--_ ==I 1 77 R - EXISTING WALLS 40 40 _7___ _7 TO REMAIN .......... ..........—- -__-_ ..........-_.p,.=__.......=q ------ .................. .......... SD SMOKE DETECTOR .......... z BOMAN KEMP � 5236-36 N! EASY WELL CARBON MONOXIDE < M DETECTOR :I I E�I I F GRAVEL m BASE I 3 I iEl I F EXHAUST FAN 1--i I El I I= BASEMENT SLAB .......... I EZi* I I E FHB HOSE BIB 11=11_5 Fa, III-1 I FE1 I 1-1 I I--- Ell 11-11 II =111=iii" CONNECT WELL DRAIN 11 —, TO ROOF f- DRAINAGE SYSTEME! IEE I=!I i= I GENERAL NOTE: DIMENSIONS ARE TO FRAMING UNLESS 02EGRESS WINDOW SECTION OTHERWISE NOTED 1/2`!--1'-0" POSTS ARE NOT CENTERED ON COLUMNS. CONCRETE PIERS ARE TO BE CENTERED ON POSTS ABOVE (TYPICAL) ---------------- -- C14 48 -1102 BILCO PERMENTRY BASEMENT ENTRANCE (SIZE TO BE VERIFY IN FIELD) I I SHEARWALL ABOVE — (SEE I ENGINEER'S SHEARWALL I ff)100 FRAMING PLAN FOR DETAILS) 1 8'-8" 1101 7r7 UNFINISHED 04 FUTqRE 2 REC. ROOMSTORAGE 0 J 001 UP 1 0l PERMIT AMENDMENT 09.19.13 Z3� I PERMIT SET 09.10.12 1BARLOW POND 5-61" 4 4 1 W 17' 1 oil 151-6-1 5 5111 —104 CLAY POINT ROAD,FISHERS ISLAND,NY 00 % '0 15'--07?1 5'—0" e L------------------------- 48" 5; 8 -= f- ZA* 1 3'—1 01 v 7-11p 8- STORAG e "Ij 01 E INSTALL PRE—FABRICATED SHOWER BASE lo 'ItVi UNDER 0 o 159-439' BATH 41 14 13 12 STAIR 0" 8 INSTALL FRAMELESS 3' SHOWER ENCLOSURE 1 O8�� c 10 UNDO 002? BOMAN KEMP —100 B SEMENT C14 6 5236-36 1 —104 EASY WELL u- V) HALL 4 0 a (02 LL- LL_ ��OO ,o UO 3 Ld-,, — ___ CONNECT WELL > 3: MECHANICAL 11 2 13 14 15 1 r, 0100 DRAIN TO ROOF I I I I �1 �1 ROOM 0 0^2 DRAINAGE d E LIRS 0 1 SYSTEM 004 L RI _NA4v EGRESS WINDOW I BOMAN KEMP 4040 1 KINLIN RUTHERFURD ARCHITECTS, PILLC W/ BOMAN KEMP 4040-10 12)-7'p EASY—BUCK 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 INSTALL TILE FLOOR NEW YORK,NEW YORK 10018 FAX:(775)582-1736 INSTALL WHITE 3X6 SUBWAY TILE __—__--_ A431 ----------- —————————— ON WALLS UP TO CHAIR RAIL HEIGHT 002 001 01 AND FULL HEIGHT AT SHOWER WALLS. A4,31 TILE SHOWER CEILING 02 INSTALL PEDESTAL SINK INSTALL ADA HEIGHT TOILET INSTALL EXHAUST FAN cn CONSTRUCTION PLAN A402 A402 cn E--101 02 cn 01 BASEMENT PLAN A 01 A201 llemcf-o- A-100 PROJECT: 149 SHEET: N/A U a STRUCTURAL LEGEND: o, 01 01 A 01/A203 U W 213 21 FOOTING x U � I p 01 01 a�D 403 40 FOUNDATION WALL W x � I x x INDICATES LOCATION OF x COLUMN/POST N_ I O N NOTES: SEE ENGINEERS S101 FOR SHEARWALL AND HOLDOWN SPECS. CONCRETE PROPERTIES: I FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIVE 3000 PSI, 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER (1) 21ge"X1136" TJI®210 016" O.C. FOOTING NOTE: (1)13'4"x113¢" LVL 12" OF CRUSHED STONE (1Y2" AND 34" MIXED) (1) 27(,"X117/6' TJI®210 (1) 2)fe"X1136" TJI®210 WOULD BE PLACED UNDER ALL FOUNDATION 016" O.C. 1016" O.C. AND INTERNAL FOOTINGS (1)13'4"xll%- LVL (1)13'4"x1136" LVL 0 THE CRUSHED STONE WOULD. BE PLACED IN 6" LIFTS, AND COMPACTED BETWEEN LIFTS AS WELL AS AFTER THE FINAL LIFT. (1)13'4"x1136" LVL (2)13'4 117/6" LVL (2)13'4"x1136' LVL I TIMBER FRAMING NOTES: (2)13'4"x1136' LVL (2)13'4"x11 " LVL 1. ALL TIMBER TO BE DOUGLAS FIR NO. 2 OR (5) 2X6 POST BETTER (POSTS AND RAFTERS) F ZE 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: (2)13'4"x11%" LVL (3)1 4"x1136" LVL ABOVE WINDOWS AND DOORS Fb= 2600 psi (2) 2X6 POST (2) 2X6 POST Fr— 285 psi (2)14"x11 " LVL E =1.9X10" psi 3. ALL POSTS TO BE (2) 2X WALL WIDTH (2)13'4"x1136" LVL (5) 2X6 POST MIN., UNLESS NOTED OTHERWISE (2)13'4"x1136" LVL (2)13'4"x116" LVL (3) 2X4 POST (2)13'4"xt139* LVL � N I 0 o Q N Q (3)13'4"x11 " LVL (2)13'4 x11�i6" LVL (3)13'4 x1136" LVL (1)13'4"x11 " LVL (4)13'4"x11 " LVL I, O 23fe"X117i6" TJI®360 _ _ 2WX1136" TJI®210 _ _ 21fe"x117/6" TJI®210_ O16O.0 ®16 0 C. ®16 0 C D6 DQ B .%-x1136" FPARALAM PSL (2) 2X6 POST II 01 01 3&"xtt7/a" PPARALAM PSL (7)13.4"x18" LVL (4) 13'4x1136" LVL 01 01 PERMITAMENDME A211 A4011 (2)13'4"x11,6" LVL (2)13'4"xt 134" LVL I 2K6"x11,6' TJI®210 A401 A21 1 (s) 2x4 POST 016" O.C. PERMIT SET 1 (2)134x"W LVL BARLOW POND (2)13'4 x1136" LVL CLAY POINT ROAD,FISHERS ISLAND,NY (2)13'4"x113Ir6" LVL (5) 2X6 POSTS (3)13'4"x1136" LVL 6x6 POST OR (7) 2X4 POST (3) 2X6 POST 4iD Alj (1)13'4"x1136" LVL (3) 2X6 POST (4)134"x1136' LVL i (3) 2X4 POST (3)134"x1136" LVL (3)13'4"x1136" LVL 029+x5 F OF NE (2)13'4"x1136" LVL (2)134"x1136" LVL (2)13'4"x1136" LVL (4) 2X4 POST 2)134"xll�" LVL (2)13'4"x117/6" LVL z :::--= SEE MANUFACTURER KINLIN RUTHERFORD AR SPECIFICATIONS FOR 330 WEST 38TH STREET, STRENGTHENING TJI AT (2)13'4"x111 " LVL (3) 2X6 POST (2)13'4"x1136" LVL E 1006 CANTILEVER AND AT LOAD NEW YORK,NEW YORK 10018 BEARING WALLS AND POSTS. (TYPICAL) (2)04x11?6" LVL (2)13'4"x1136" LVL 1L(1)13'4 x1136" LVL (1)13'4"x117/6" LVL (1) 2lfs X1136" TJI0210 (1)13'4"xl 13fi' LVL (1) 21fe"X1136/" TJI0210 016" O.C. (1) 21fe"X1136" TJI®210 \1 016" O.C. (2)13'4"x1136" LVL 016" O.C. ABOVE WINDOWS AND DOOR M � I N N � A402 2ND FL00 R WA403 FRAMING PLAN01 i co /212A21301 SECOND FLOOR FRAMING PLAN 1 C7 01 01 A 01 A201 1/4"=1'-0• I o PROJECT: 149 i SHEET: N/A U a a a F U W F SHEET DESCRIPTION FRAMING UNTLL SURVEY, DD NOT PROCEED WITH A001 TITLE SHEET OF'.FQIJN0ATI0N'L0CATI0N �� f�RRRROIIEQ:,- A020 SITE PLAN PLUMBING ALL PLUMBING WASTE � A100 BASEMENT FLOOR PLAN &WATER LINES NEED A101 FIRST FLOOR PLAN TESTING BEFORE COVERING Al 02 SECOND FLOOR PLAN A103 ROOF PLAN PLUMBED CERTIFICATION ON LEAD CONTENT BEFORE A201 EXTERIOR ELEVATION CERTIFICATE OF OCCUPANCY A202 EXTERIOR ELEVATION SOLDER USED IN I*ATER A203 EXTERIOR ELEVATION SUPPL,Y SYS TEM CA NNO T A204 EXTERIOR ELEVATION E�fGEE1 ZJJOOF 1, LEAD A401 WALL SECTION OCCUPANCY OR A402 WALL SECTIONS USE IS UNLAWFUL A411 STAIR PLANS ',MTHOUT CERTIFICATE A412 STAIR SECTIONS F 0GG ,1PANCY A413 STAIR SECTIONS A421 FIREPLACE DETAILS A422 FIREPLACE DETAILS ELECTRICAL. A431 CONSTRUCTION DETAILS INSPECTION REQUIRED A432 CONSTRUCTION DETAILS A433 CONSTRUCTION DETAILS A501 WINDOW SCHEDULE tDATE �� r ZG p3P�� A502 WINDOW SCHEDULE A503 EXTERIOR DOOR SCHEDULE FEE.' 3�,By NOTIFY GUII.DING DEPIkK u MENT ,� 765-1502 S AM TO 4 PM FOR TIAL A601 CODE ANALYSIS FOLLOWING INSPECTIONS:: A602 CODE ANALYSIS 1, FOUNDATION-TWO REQUIRED FOR POURED CONCRETE E100 BASEMENT ELECTRICAL PLAN 2, ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL S CAULKING E101 FIRST FLOOR ELECTRICAL PLAN INSULATION E102 SECOND FLOOR ELECTRICAL PLAN t 4. FINAL-CONSTRUCTION d ELECTRICAL MUST BE COMPLETE FOR C.,O-. P101 PLUMBING RISER DIAGRAMS ALL CONSTRUCTION SMALL MEET T'HE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR S 100 FOOTING PLAN DESIGN OR CONSTRUCTION ERRORS: S101 FOUNDATION PLAN RETAIN STORM WATER RUNOFF S111 FIRST FLOOR FRAMING PLAN PURSUANT 74 CHAPTER 236 S112 SECOND FLOOR FRAMING PLAN OF THE TOWN CODE. S113 ROOF FRAMING PLAN PERMIT SET 09.10.12 BARLOW POND CLAY POINT ROAD,FISHERS ISLAND,NY i 0 ARch >q�- 029Aa1 OF NE`N KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 BARLOW POND M CLAY POINT RD . FISHERS ISLAND, NY TAX MAP : 1000 TITLE SHEET SECTION : 007 BLOCK : 3 , LOT 3 . 021 U A-00 .1 0 PROJECT: 149 SHEET: N/A a a m 2 WETLANDS AS FLAGGED BY ROY JACOBSON N,Y,S D,E,C, IRON PIPE FOUND ` \ ` \ IN 2A BARLOW POND BLOCK 33 LOT 6 �, / \mss, \ FISHERS ISLAND WATER WORKS ® "VACANT LAND " PROVIDE A CONTINUOUS LINE OF SILT FENCE ESTABLISH AS LIMITS OF CLEARING. GRADING I \ Ia•� ` ` AND GROUND ', ` - OAK DISTURBAN'GE �, 1 `� AREA TO REMAIN NATURAL & UNDISTURBED STAKE . \ � � \ \\ STAKE `\ , ---�� ---- --- o \ , EDGE OF SHORE -- - u 24" ` // SSR• �` \ b. MAP ` 20.. OAK PROVIDE A6ti ` - o0 DRY WELL \ \ \\ FOR ROOF \ DRAINAGEn ✓ / _ i `� \ o° IRONOU PIPE 27, ol STAKE ✓,i I / y.. 35'40 .v OAK ` LOT 5 81,I w I ; \ / \ \ AREA = b�:9,76 ± ACRES STAKE I STAKED PROFILE, <� / Ia" \ \\\ AREA TO REMAIN OAK NATURAL & UNDISTURBED III,?,- f TEST HOLE / _ V LIMITS OF CLEARING. GRADING / / ((A `�� V AND GROUND / �3� 8 ` �� \ DISTURBANCE / I 6' DE P IRON / I LEACHI G �� PROVIDE \\ / PERMITSET 09.10.12 PIPE 11 / PO LS ,i (( , DRY WELL \' \ STAKE FOUND , i `- FOR ROOF _\\ �DRAINAGE �- \ i BULKHEAD � - - ---�_ \ r \ DOORS N----- BARLOW POND 161\ /� CUY PDIM ROAD,FISHER561gND,NY g / -- ------------ - --------- PANSIO \ - a• - F'o--- IF N ESSARY \ 0 � , OAK° ` \ \ 0 PROPOS URIED may, I _ _ UTILITIES AND TE 1Jlll /�O`l ARCE' 0 KI F10'x10'15 GALLONSHED BY N \\ SEP TANK I OWNER / STAKE / r �mTy 029Ayo� of rsE PROPOSED STONE 2o; BLOCK 33 LOT 4 DRIVEWAY AND \ \\ PARKING ARE" SINGLE FAMILY RESIDENCE MUNICIPAL WATER EXISTING ON SITE SEPTIC SYSTEM RESIDENCE HINLINRUTHERFURDARCHITECTS, PLLC \ \N iH TRSUITEM06 (M5942990 NM YORK, NRYORK 100iAFM775)E921]95 PROVDE A CONTINUOUS LINE OF SILT FENCE — MAINTAIN OqO T LINE/ EXISTNG / THROUGHOUT CONSTRUCTION SEPTIC AREA S6& v RO �v n 40c, Cq \ \ N s • MONUMENT h w�TFR FOUND (� W MqN N 1269.19 \ 65,95 SITE PLAN W 6 rn 01 SITE PLAN A-020 1/15'=P-O• PROJECT: 149 SHEET: N/A U .1 I w � CONSTRUCTION NOTE: CONSTRUCTION LEGEND Y 01 A203 Y REFER TO ENGINEER'S SHEARWALL PLAN 5100 cU FOR SHEARWALL AND HOLDOWN LOCATIONS AND d SPECIFICATIONS NEW CONSTRUCTION 01 02 h0 40 EXISTING WALLS x TO REMAIN ��1 I d SO SMOKE DETECTOR N O I CM CARBON MONOXIDE ® I DETECTOR EXHAUST FAN HU HOSE BIB GENERAL NOTE: DIMENSIONS ARE TO FRAMING UNLESS POSTS ARE NOT CENTERED ON COLUMNS. OTHERWISE NOTED CONCRETE PIERS ARE TO BE CENTERED ON POSTS ABOVE (TYPICAL) I I I -------- --------- ------J I I II I II II MN 1 1 48'-1102" I BILCO PERMENTRY BASEMENT ENTRANCE I � 1 SHEARWALL ABOVE j (SIZE TO BE VERIFY IN FIELD) a (SEE (ENGINEER'S SHEARWALL o nim FRAMING PLAN FOR DETAILS) -- -- - — UNFINISHED w - - - — - -- - — - ---- - - - - - --- - O FU RE REC. Roo STORAGE o 001 UP II PERMIT SET 09.10.12 I MHt 1 BARLOW POND 15'-64" n 17' 110.1 °p CNY ROW ROAD,FISHERS ISLAND,NY 8 -1 T, 1., 4 A401 82'• 0 1 j STORAG 01 (III FUTURE iv UNDER A401 'IEPEO ARO T BATH �Id, ,° iz STAIR 0 14, cF� In Lm 003 II I II I °- � � I ryr 029a81•yOQr L----------� OF NE`N 11 z . a . MECHANICAL 02 I ROOM oE0 A401 RPI 1 RI RS ® 02 o A401 PLUMBING ROUGH-IN I FOR A THREE-FIXTURE FUTURE BATH. 1 BATH LAYOUT TO BE DETERMINED INSTALL DUCT WORK FOR FUTURE 12'-7" KINLIN RUTHERFURD ARCHITECTS, PLLC I EXHAUST FAN 33OWE 39THSTHEU,5NTE3006 TEL(212)6952988 NEW YORK,NEW YORK iOOM FAX:(775)582-1736 I 002 007 Oi A431 02 m x ry H A402 Aq 02 CONSTRUCTION PLAN w a1 02 1 a ® 1 BASEMENT PLAN A-100 PROJECT: 149 SHEET: N/A U a H CONSTRUCTION "GTE: CONSTRUCTION LEGEND w A 01 A203 REFER TO ENGINEER'S SHEARWALL PLAN 5100 FOR FHCARWALL AND HOLDOWN LOCATIONS AND SPEC Q NEW CONSTRUCTION pG 01 02 1 03 OS A431 40 40 13 Ah 31 A431 EXISTING WALLS TO REMAIN 11'-38 25-104" SD SMOKE DETECTOR 20,_104„ N CM CARBON MONOXIDE 8 I DETECTOR EXHAUST FAN 1 - 16,_104„ 0 N 23•_104" 1,_ „ 5,_0„ HU HOSE BIB INSTALL BACK TO BACK FIREPLACE Ihla WITH BLUESTONE HEARTH AND OPENING SURROUNDING. 4'-7 4'- TERRACE '- 4" 1'_ 16'-B2" v INSTALL 2" STONE VENEER ON SCREENED PORCH SIDE. nla 1'-0" I SIN 11 iv TERRACE 4,_Oj„ 8'-7j" 4'-Os" m 15'-12" 16, 8z,. 17, 52„ 5._72.. 2.-8� 2._64„ 2" i' GENERAL NOTE: DIMENSIONS ARE TO FRAMING UNLESS 3'-28" 6 _24„ 3,_28 5'-28" '-13" 11 3,_18" 5'-28' 8,_821 8 _84 _71„ 5 116 1 7 3\' OTHERWISE NOTED 62" 32.. 8 4,_133„ 4,-73„ 4,_ 3" 4�-1$" 114 118 om 19 10 05 11 /� 1 05 Nm �IN A431 N N A431 112 j11 \/ 1111 113 A431 4'-04" INSTALL GAS LINE TO FUTURE GRILLL. EXACT LOCATION TBD IN FIELD 15'-7$• 104 i6' 11•• `� 'nam 15'_78„ o m 14'-7" _ 1^ 0 11„ 03 05 KITCHEN 105 � N A301 02/04 02/04 A302 INSTALL WATER FILTRATION SYSTEM a m FOR UTILITY SINK AND ICE MAKER 02 m I�Im i 1 03/05 nle 43 3' J�� S ___ — INSTALL FILTERED WATER DISPENSER m / 05 BAF n 11 R 1 Ecr I oW 1n AT UTILITY SINK ONLY N 6— i015H L_ o DtLIVIG IIISTORAGEI INSTALL (1) KITCHEN SINK, (1)3 AGE�R . 1 (1)UTILRANGEHOODITY SINK, ) (2)SDISHWASHERS, \ R F. RM 'iawA --- REFRIGERATOR, 1 ICEMAKER,0 DO N Im DINING 111 wER1 N TR _ )_MICROWAVE, 2 (WALL_ OVENS, _ .... _ _ _ SIO I- -SCREEM1NED- _ _. -_ _ I_ F _ _. iM _ _ ROAM - o - I__ _ _ __ .III- —�_ _ _ _ - ___ _ - _ (1) BEVERAGE REFRIGERATOR, OB �, iv m PORCH "� m 'n N O1 IIIF ITH � / \ 1) WARMING DRAWER AND rIN 0 I— k-2' 1111 "READ co �(rOp - (2) GARBAGE DISPOSALS m I11b�AwERI TH am 05 N 0 A3 3 04 JI IITBt-Levr� AH3'oD m P — INSTALL KITCHEN CABINETRY AS SHOWN PERMITSET 09.10.12 02 A305 04 - `° F_ = 1 0 1\ 6 -64LJL �03 -0" 3'-64 3'-6' =� INSTALL LAUNDRY CABINETRY AS SHOWN mIa �� \ }7" n INSTALL FULL SIZE WASHER AND GAS „mt `j O ro Am �Kv 5 04 n DRYERBARLOW POND io 102 III III 105 48 I'`�\ A111 1, N 1 CLN POINT ROAD,FISHERS ISLAND,NY m 5-38" 5'-11 " 5'-18" N1� 5 -92 �� 3'-1 " Nm REF OVENS AN SHELVE ql _ _ _ INSTALL HOSE BIB CENTERED ON T x = — _ _ x �" r m WINDOW ABOVE. ;/"T \ �TACKAB 6' 10" - _ 1 STORAGE N� 6 —6 wAS& m 01 9i �m 104 01 1 �� 57, 5j"/ .... R 01 A401 - � I I oN TRI ipl ® RI.t 'CH - 8 - -- A401 ��PEDO AROHij 01 \ " 05 I' _ - 38„ N N ' 1' 0 .� ,. LAUNDRY 121 u0 6E h�2 I ¢ 02 Fl306 04 r f 8 -11 7-- _= m 103 tO 8 -88 �C CNV —IN FIR _ �o OWDER `[ ON 14,_112„ 4,-14„ ^,^ ?r 03 ROOM ___ ___ �N - 2qT 029A� AO —� 3•• NN 0213' 04 i e In RA INSTALL MUDROOM CABINETRY AS SHOWN eOF Nf1'1 8'-0- LIBRARY z__ __ I $ I q 1 fj � OS c Lp c Bs UBBI I Po 04 a 02 A431 0 307 04 1' I' I' ` ' 1 05 ___ - '"1 m �Id- S 1 EACH —3---a'- 02 A401 up 17 ISEIs T " 02 A309 Oq=-M MUDROOM 106 , A401 �� 15'I'I94" 03 1 1 i7 03 13,_i „ rein i� 01 1 a 8 - 43 — N �� KINLIN RUTHERFURD ARCHITECTS, PLLC 1 4 I 1 3 QROOM o 330 WEST 39M STREET,SURE WOl5 TE I212765S2988 G5 1111 G5 MaOSET BENCH - CL 5'-0" NEW YORK,NEW YORK 10010 FAN: 775)682.1736 iv A431 11 �� Ah31 '� _ I� lo, a s (1 5 oz at 62„ 62" 62„ 61„ 32„ A431 A431 2 04 04 S-27„ 6,_21„ 3,_2Z„ 5'-1 3T ,_23„ 3,_23,. _ „ 2'-8j" 6,_01., 6._01„ 2._61„ 8,_41„ 8,_41„ 8 4 B $ 8 3 8 2 2 4 4 4 15 -12„ 16, 182„ 17, 52" 162„ 50, 114 CONSTRUCTION PLAN H INSTALL LIBRARY CABINETRY AS SHOWN J INSTALL (1) LARGE PEDESTAL SINK A102 A41) A432 A431 W 01 02 03 05 INSTALL EXHAUST FAN INSTALL ADA HEIGHT TOILET b G1® 01 FIRSDT FLOOR PLAN ElA-101 o PROJECT: 149 SHEET: N/A U rl r1 w CONSTRUCTION NOTE: CONSTRUCTION LEGEND QA 01 A203 REFER TO ENGINEER'S SHEARWALL PLAN S100 FOR SHEARWALL AND HOLDOWN LOCATIONS AND SPECIFICATIONS NEW CONSTRUCTION 01 02 40 40 EXISTING WALLS TO REMAIN rx � I SD SMOKE DETECTOR N ® CM CARBON MONOXIDE DETECTOR I EXHAUST FAN Hg HOSE BIB INSTALL (1) CUSTOM 50'-1102" RECESSED MEDICINE CABINET INSTALL (1) LARGE PEDESTAL SINK 16'-82" 1T 52" 16'-82" INSTALL EXHAUST FAN 8"-44" 8'-44" 8'-84" B'-8 8'-44" g'-44" GENERAL NOTE: INSTALL ADA HEIGHT TOILET DIMENSIONS ARE TO FRAMING UNLESS 4'-7j" 8'_24" 4'_7$1. OTHERWISE NOTED INSTALL TUB/SHOWER ��------ ------�� INSTALL HARDWIRE209- 210 213 21h \�\ WALL MOUNTED TOWEL WARMER. I- - -- _ LOCATION TBD 71 F EGRESS I EGRESS I INSTALL TUB/SHOWER CURTAIN ROD WINDOW --- 211 212 WINDOW I J i I I L EG ESS ---- i � WINDOW m JL CH 'S BEDROOM 3 MASTER ANLERINSTALL HANGING ROD WITH SHELF ABOVE R OM 1� 201 `m B DOOM 5 III m� 15 �� 1 INSTALL OPEN SHELVES ON BOTH SIDES 0 A318 04 02 A311 > fl`r 0 A.i6 04 N io INSTALL LAUNDRY HAMPER CABINET BELOW 03 AND OPEN SHELVES ABOVE mIm 3 �-Id I1 INSTALL (1) CUSTOM 15 58 14 101 11 2tPg" �Iw 1 RECESSED MEDICINE CABINET a - o u> I - 214 INSTALL (1) PEDESTAL SINK a _ n O r 2 „ B - - - J 11 2 q._7 „ I -- _ INSTALL FRAMELESS �m _ _ •m 4 ip -m `Ia CLIOSET SHOWER ENCLOSURE 1 rrALL 3 .. \ 5'-1' INSTALL EXHAUST FAN �I �I _� p 7 A317 - SH VES =la- 05 in _ d A319 OBS -- -------- -- PERMIT 5Ef 09.10.72 6 -7 CL II 2 A3 7 4 20 1„ IN INSTALL ADA HEIGHT TOILET j -14 07 iO 02 A319 04 "li:jf MAST 02 12 04 Inlm n 2 _t __ H p 2'-11 " CLOSE 2 -112 1 - µ 'I = INSTALL SHOWER WITH BENCH ^`I B 205 - BATH 3 '� m INSTALL HARDWIRE WALL MOUNTED BARLOW POND n of 5 10 -02" 15 l IIm - 226 1 I` 213 8,_113„ " In TOWEL WARMER. _ _ I'm _im 48' I LOCATION TBD m 8g„ 10 57' 2'-ll , 5Z„ 12 A31 ihj `r v 19 Sq' 2 m - DIAYROINTROAD,RSHERS ISUHD,NY vl 2 N 201 M - SHowFR 202 1 217 �L _ INSTALL (2) WALL TO WALL MIRRORS d- 9 �N q'_ - ® 8 - 2 01 ABOVE SINKS fl 1 _ 4 R s II ” EAc 7 N 2f8 A401 INSTALL (2) UNDERMOUNTED SINKS 5 L ON 48" AROh, U, 1 - 4' _ N 1 - .' `I '�� ,I �8 3'-3 2 mm p kI INSTALL CUSTOM DOUBLE VANITY WITH 2 0 31 04 ^ �I S " ° ° CENTER UPPER CABINET MId' 3' 111" HAILL n 15'-103„ 4 03 �n 1"• �Iw � 1 -4H --- WIN'S 51m INSTALL HANGING ROD WITH SHELF ABOVE STEAM SHOWER CONTROLS LOCATION TBD. a 07 DRESSING OM O CE p� .i _ ROOM m`^ o �7 Q� STEAM SHOWER EQUIPMENT IS TO BE �N �N 11 L - p5 1 11 029d$ �O INSTALLED IN ATTIC. EXACT LOCATION TBD 05 - 01 02 A 15 0 1 i �IN - F OF NE's INSTALL HARDWIRE m nm 02 13 04 �� 0 1 10 II 'L it 02 A320 04 "'In J INSTALL BUILT-IN OPEN SHELVES WALL MOUNTED TOWEL WARMER. •la fi 3 I" I'° P° I'" P' P°_ a 02 LOCATION TBD '� j 03 p9 I I 1 1 03 'Y1 m 02 Fl401 T_I I N nim A401 INSTALL EXHAUST FAN 45� I I I I I 13'-1 I IN 8„ $1- INSTALL ADA HEIGHT TOILET 1 INSTALL STEAM SHOWER 00 j m j 2 3 1 11'-5q" VIF 1 N KINLIN RUTHERFORD ARCHITECTS, PLLC WITH BENCH RESSfIN 330 WEST 39TH STREET,SHINE 1006 TEL HD WIND O EGRESS r'1 WINDOW NYORK,NEW YORK 100]! FP% (]]5)532-1738 INSTALL FRAMELESS _---- --J STEAM SHOWER ENCLOSURE 05 204 81 „ 8,_44„ 8,_234„ q,_ 17„ 8._2�.. 8._44,. 8,_441. INSTALL FULL HEIGHT MIRRORS 88 ON BACK OF (2) MASTER CLOSET DOORS 16' 2 17'-52" INSTALL HANGING ROD M BELOW AND OPEN SHELVES ABOVE SC INSTALL SINGLE AND DOUBLE I 50'-102" N^+ HANGING RODS WITH SHELF ABOVE INSTALL (z) BELT RACK CONSTRUCTION PLAN F, A402 A402 INSTALL (1) TIE RACK AND (1) BELT RACK 01 D2 rn INSTALL DOUBLE HANGING RODS WITH SHELF ABOVE AND BETWEEN INSTALL OPEN SHELVES 01 SECOND FLOOR PLAN o A 01 A201 1 I�""�(-R" A-102 PROJECT: 149 SHEET: N/A U a CONSTRUCTION "DTE: CONSTRUCTION LEGEND A 01 A203 REFER TO ENGINEER'S SHEARWALL PLAN S100 FOR SHEARWALL AND HOLDOWN LOCATIONS AND cu SPECIFICATIONS qqq¢ NEW CONSTRUCTION 01 02 I Fl40 40 EXISTING WALLS TO REMAIN SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR EXHAUST FAN H B HOSE BIB GENERAL NOTE: OPTION 1: LOW-SLOPE ASPHALT ROLL MEMBRANE DIMENSIONS ARE TO FRAMING UNLESS WITH 1x4 IPE DECKING OTHERWISE NOTED OPTION 2: DURADEK VINYL DECKING MEMBRANE 60 MIL. - ULTRA SERIES - - - - - - CERTAINTEED - LANDMARK - _____ __ - .I-_-_ - _ - _ 50 YR. ARCHITECTURAL GRADE - - ASPHALT SHINGLES - - -- -- - - - - - - - - - - - - - - - _ _ COLOR: WEATHERED WOOD - TLJT I i-1 1 f I I I I I i 0 F a O _ o - i' �J - - - - _ - - - _ _ _ _ _ _ - _ _ -_ _ _ ___. ______. . . _ - _ - -- I B IITIII i - - - - L H i- k I [`1 Q�N]1 ti N F. A402 A402 01 02 O A ROOF PLAN �A 01 A201 I O U a a a h U U P4 N Q tEt CERTAINTEED - LANDMARK 50 YR.A 0 RIDGE AL GRADE ASPHALT SHINGLES C ELEV +26'-C., ------- -- /\/\ RGE - w -- --Elk +23._9 - - _ - - - --- - -- - - - - - - - - - - - - -- 4•• - - - _ _ _ _ __ _ _ _ _ _ MID POINT OF TALLER ROOF _ ALL EXTERIOR CASINGS AND TRIM WORK ELEV. 49'-23/4" , WILL BE PAINTED STONE WHITE w (ABOVE SEE LEVEL) "- T L CI ._ TO MATCH WINDOWS AND DOORS FINISH 11E 111111 11E [IT]❑❑❑ - ❑ ❑ -._ -- ❑❑❑ IT . . o I EGRESS _ _- I I EGRESS _ N 205 WINDOW - 2 3 WINDOW 201 ¢ o 202 MARVIN WINDOWS AND DOORS - -- WILL BE INSTALLED THROUGHOUT ¢ � -- - -- (SEE WINDOW AND DOOR �- o PERMIT SET 09,10.1: -- - SCHEDULES FOR SPECIFICATIONS) 0 .... - - Of STONE WHITE EXTERIOR CLADDING 0 z w -� - X-J ^� BARLOW POND m w ® N ¢ O �❑ _ __ _ W - DAY PoIM ROAD,FISHEASIl M' ® ® TLLTY - PERFECTION LS 0 a � WILL BE APPLIED IED TOTO ALL 0 0 L - EXTERIOR WALLS 104 103 _ 102 101 m os o5 _ - - 0 SPED AHC 11 -FCT- -- - I LEEI . ELEV +0 -0 26 - _ L.O_ __T,\ _ -.. .-__..__ _ -. __— _ - _ _ _ _ - - - ZgQA,11 - - - - rFOF N':� 1 J aEv ELEV. rJ _ AVERAGE EXISTING GRADE eLe¢zr-al/z" � i - - - ELEV. 20.-6.. (ABOVE SEE LEVEL) KINLIN RUTHERFURD ARCHITECTS, PLL< rJ i 33D WEST 38T1INEWYRssr,sorts soon FO.lzzzlssszsn N EW YORrc,NEW YORrc lame FA%.p)616e2-1I3 _ T.O. BASEMENT SLAB - — - - -- - - L --L L_-J v m X N N EXTERIOR ELEVATIONS H W 01 SOUTH ELEVATION a PROJECT: 149 A-20-1 SHEET: N/A U a N U a� 6 N O /1 CERTAINTEED - LANDMARK J _ 50 YR. ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR: WEATHERED WOOD EV +26'-0" 0 EL w MID POINT OF TALLER ROOF - _-- - - - - - - - - --- - - - - - --- - - - _ _ - I.Q. RIDGE ELEV. 49'-21'F" — - - E LEVEL) _ - - - - - ___ - - -ELE1L +23'_9 1�4" (ABOVE SE nnI I _ ci w w of MARVIN WINDOWS AND DOORS WILL BE INSTALLED THROUGHOUT 0 0 (SEE WINDOW AND DOOR SCHEDULES I— STONE WHITE ESPECIFICATIONS) EXTERIOR CLADDING ELEV +10ELEV +107 m < 0 N < 0 FEW 0 o �ID a - _ RED CEDAR SHINGLES � d _ PERFECTION #1 0 - WILL BE APPLIED TO ALL _ EXTERIOR WALLS Oo N _ - ALL EXTERIOR CASINGS AND TRIM WORK IILL BE PAINTED WHITE O MATCH WINDOWS AND DOORS FINISH INE . SUR�lOnP AN - I - I - - - — ELEV +0 -0 26 i AVERAGE EXISTING GRADE _ - _ EL�� - - - -_ _� -_--_.____ ELEV 22'-M1 1 2" _---_--_ - - - - - - - - - - - - — - - - - -_-_-- ELM 24' o _ / (ABOVE SEE LEVEL) eLEv z7-o^ ---------- T.O. BASEMENT SLAB - __ - - - - - _- - - - — - - - - __- - - - - - - - - - 2" STONE VENEER WILL BE ELEV. -10'- APPLIED TO TERRACE WALLS B a k N N H r{1a W h EAST ELEVATION 0 01 ,,. U W m H U U N. N ® Y CERTAINTEED - LANDMARK 50 YR ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR: WEATHERED WOOD ELEV +26'-0" I� MID POINT OF TALLER ROOF _ - — ---------- ---- - - - - - - - - - .ECFV_+23' 9 _114'_—_ (ABOVE SEE LEVEL) _ -------- - 0 ALL EXTERIOR CASINGS AND TRIM WORK _ _ WILL BE PAINTED STONE WHITE - -TO MATCH WINDOWS AND DOORS FINISH ❑❑❑ ❑❑❑ — -- ❑ ❑ ❑ - - --� N EGRESS IN- EGRESS 1 a 214 WINDOW _ _ WINDOWMARVIN WINDOWS AND DOORS 213 - 210 O -. ... _ ow WILL BE INSTALLED THROUGHOUT w (SEE WINDOW AND DOOR " o SCHEDULES FOR SPECIFICATIONS) _ _ _ - - z STONE WHITE EXTERIOR CLADDING 7 ' L _ __ _ ELEV +10 - X � m w w I Hill I g o n n �� TTT STT �� TTTTTT n 0 ❑❑❑❑❑ E Z D®� ❑ ❑ ❑ RED CEDAR SHINGLES 'a Ln10 a PERFECTION j� ❑ ❑ ❑ 0 o WILL BE APPLIED TO ALL - EXTERIOR WALLS a 0 118 117 116 115 114 - - - I 1 12 111 110 109 0 7- 17, 1 ' . .. - ...1I - _ - T ELEV +0 -0 26 _-_-_-- AVERAGE EXISTING GRADE ---------- ---------------- _ _ ----------- -------------------------------------------------------------- -------------------------- - (ABOVE SEE LEVEL) ELEV. 22'-0" ELEv 22'-a" ELEv 22'-0.. -- -- - --- - - - - - -- - - - - - - -- - - - - -- - - - -- - - T.O. BASEMENT SLAB ELEV. -10'-Ye" 2" STONE VENEER WILL BE APPLIED TO TERRACE WALLS A 'v N N H W 01 NORTH ELEVATION 0 '7 e a a (� J B i CERTAINTEED - LANDMARK 50 YR. ARCHITECTURAL GRADE _ ASPHALT SHINGLES COLOR: WEATHERED WOOD ELEV +26'-0" ..__ 41 MID POINT OF TALLER ROOF ELEV. 49'-23/q" (ABOVE SEE LEVEL) -9 1/4_ _ 0 Ll LJLJLJ r Fw __I w J MARVIN WINDOWS AND DOORSFl - -- 215 - o �+ WILL BE INSTALLED THROUGHOUT I x - (SEE WINDOW AND DOOR —� -- o SCHEDULES FOR SPECIFICATIONS) -N r - ___. _ ____ PERMIT SET _ z STONE WHITE EXTERIOR CLADDING - - -- JIIE ELEV +10 - ¢ BARLOm � N ¢ o W POND ILLLJ�¶IILnJI�IIL�II Z l ® ® ® III III I CTAT PoIMflDRD.FI5HE5WND.NY N51 RED CEDAR SHINGLES _ LL1L m PERFECTION #'1 0 , WILL BE APPLIED TO ALL _ _ I EXTERIOR WALLS _ ❑ - - -- - 27 20 9 of -T - - 718 ALL EXTERIOR CASINGS AND TRIM WORK o� o m WILL BE PAINTED STONE WHITE 1 6 _ I I I I I I .- _ _ .1 .I1 5 �EPED AR 5, TO MATCH WINDOWS AND DOORS FINISH - - - - - - - - Fft - .ii - O _ ¢ y ELEV +0 -0 26 2948 J Z OF NE`1'1 ELEV 11'-0" ELEV 26-0" ELEV. 2J'-0" _ ELEV. 20 -6' - - - - - - -- __ _ - __ -------- - (ABOVE SEE LEVEL) ______________ ELEv zz'-o' -------------------------------------------------------------- KINLIN RUTHERFURDARCHI-1 330 WMT 30tH STREET,SHITE 1000 NEW YORK,NEW YORK 1001E - -a' INSTALL FENCE /l�\ 2" STONE VENEER WILL BE ELEV. 1C L l APPLIED TO TERRACE WALLS EXTERIOR ELEVA-1 01 WEST ELEVATION �•.aT. A- PROJECT: 149 SHEET: N/A U W H U 05 43 w� 03 1 M 43 a 1 1 1 ' 1 1 � I 1 ' 1 1 ! 1 ' ' 511, 1 I j ' MIoO i i ♦ — — - ----�♦ O I 1 I I � ✓ 1 �°p 1 ap 2 0 A433 � 1 ro 1 � 1 1 m `off ' T.O. SECOND FLOOR S.F. 1 1cO ELEV. +10'-7 1/2' 1- - - - .'—�' _ � � i _- 1 1 1 1 S k o 1 1 NOTE TYPICAL EVERYWHERE: 1 ,gym 1 m of 1 ' 07 --- ---..� PROVIDE SQUASH BLOCKS OR BLOCKING PANELS EACH 1 43 SIDE OF EACH JOIST ALONG WITH WEB STIFFENERS 1 m d FOR ALL BEARING WALLS AND CANTILEVERS. 1 m w SQUASH BLOCKS TO BE PROVIDED AT ALL POST ♦�- - -.,.� T'WIX LOCATIONS. - - > :r TJI'S To HAVE WEB SYIFFENERS AT ALL BERING LOCATIONS W/O BEARING WALLS ABOVE. ADDITIONAL REQUIREMENTS SHALL BE FOLLOWED PER 1 1 MANUFACTURER SPECIFICATIONS ' •-1N 1 1 N 1 V! m w ; (2) 1-14"X11%" LVL Of PERMIT SET 09,1 1 ' 1-1'4' " 01 X11% TJ10210 1 ( 1 016" O.C. 43i- - ----� _- T.O. FIRST FLOOR S.F. - 1 BARLOW POND CL y POINT ROAD,Fl5HERS 13gND,NY 1 1 1 � 1 1 1 ° 1• � 1 1 1 PED ARC -17 1 1 ; �OytE D ren —fl 9T 29g4'.yO�Y FOF NE`N A431 � � I� =III—III=1 04 � Irl—I Ill =III=1 _-M Et III- I �=III=III=1 I=1 1= =I Iil =fl A431 ° ' III= I —III—III— I —III—!I—III—III ��- -a _- '�h'- �•�,--III=III_ Aa31 _III=1 —III—III—� KINLIN RUTHERFURD ARCHITECTS, PLL 330 WE5T33TREU8U1IES0O6 TEL(M)69629 1 p ° III—III— III— Q _ I— "h,—;III— ! — 0THNEW YORX.NEW YORH 100]8 FhY'(7T5)592-17 _ 1 -!II--III= -III- ISI -III= BASEMENT SLAB 1 " ° — =III—III= ! = 1 =III=III— -III=� - I1=1I!-III=1I I- a - - 71 1 `� 111 =III--I 1=1I�-1 11=III- r=1 _I -7=M-j I- W I I--i 11=1 i !-1 I I-III=1 11=1 11=1 11=I i 1=1 I I-I 11=1 ! 1=1 11=1 I -III--III--III-I 11=III-I 11=1 I I-1 I I-��=`�1-1'C=1 11=-I 11= 1111H-TiiTi=iii=iii- -=1 -I =1 I--I 1=1 11 1=1!1=1 iii=iTi-i 02 WALL SECTION (TYP) WALL SECTIONS 2-r o 01 WALL SECTION AT DORMER A-401 PROJECT; 149 SHEET: N/A p a a H 06 43 O6 43 1 1 1 1 b 1 1 1 1 1 1 5j" ; 1 1 i m i r � loo 1 1 2 0 m ! 1 1 43 III 1 r i I 1 1 ', ', 1 ✓ 1 1 J 1 T 1 N 1 T.O. SECOND FLOOR S.F. W J ELEV. +10•_7 1/2" 1 1 1 1 0 1 1 F o 1 88" 1 1 1 m 0 1 1 1 1 o - i NOTE TYPICAL EVERYWHERE: � I �..--- ----rl PROVIDE SQUASH BLOCKS OR BLOCKING PANELS EACH j m 4J SIDE OF EACH JOIST ALONG WITH WEB STIFFENERS ' FOR ALL BEARING WALLS AND CANTILEVERS. LA SQUASH BLOCKS TO BE PROVIDED AT ALL POST ¢ LOCATIONS. TJI'S TO HAVE WEB SYIFFENERS AT ALL BERING LOCATIONS W/O BEARING WALLS ABOVE. ADDITIONAL REQUIREMENTS SHALL BE FOLLOWED PER MANUFACTURER SPECIFICATIONS 1 1 iiV 1 i I 1 1 ^ 1 J 1 m ; (2) 1-'4"X117A'p LVL '3 PERMIT SET 09.10.72 N N ¢ 1Y'4"X11%" TJI®210 nla> 1 ®16" O.C. �- - ----�♦ 1 tO 1 1 1 1 BARL W POND T.O. FIRST FLOOR S.F. 1 1 1 cwr H6INr ROM,esnERS lswrvo,Nr ELEV. +0'-0" (26') 1 1 1 1 1. 1 1 0 1• 1 1 ED AR E0. Ki y�1,• 1 1 1 1 1 1 1 1 1 1 1 1 295��;�JQ.t 1 ° Y-- _ _ OF NEVS � -I I11I1= � IIII-_I I - IIII I I - 11�=H'f� 111 111 06 a = — = A431 IIII III—III—III— - III—III III—III I I II I VII I 111 I II I IIII- I—I_I II 11=1 I I—I I I- _ —I IIIIII—I I L—III-1 III—III= L_ III III—III III= KINLIN RUTHERFURD ARCHITECTS, PLLC 01 — III1 I I—III—III— A431 - —I-I�ILL— ISI Iy-.__ —III 33EW 0 WEST 38TH STREET.SUITE MOE TEL(2U)69F1983 hA1 Q NYORK,NEW YORK MOM FM (775)RES 1736 -I I� —IIII r I� —IIII � I IIIIIIr_III—III= 1 I—III—III IIIII1= T.O. BASEMENT SLAB 1 ° IIS- III=III= 1 ° IIIIII _ = - ELEV. -10._1/8,. -- _ IIII III—II1= a III III_ III—III III I I Imo ' _ III III �=1 I I_I I I I I I I I IIII 114 —I1 -111- ll _ _ _ � 1II=1II—III—III—III—I� II '= �— IIS — _ II1=III—I�—II '- II�II1=1I1= III - I ! I WALL SECTIONS F W 02 WALL SECTION AT DECK (TYP) 01 WALL SECTION AT DECK AND DORMER a Vze o /ze A-402 o PROJECT: 149 SHEET: N/A J II .• U \� a 1' 5 m a1 I r r I 6 7 1 81 7 1 6 m 3 e-- - a06. ® 4 a w n O 3 ---IN ® _ - Wn m 2 CI m -2 � 1 � o w 5 Aim IIII � o Op IIII 41 FOYER a1 III IIII 02 FIRST FLOOR STAIR PLAN L tis.=t'-0• 1 5j 1 — — — - 1 - - r I 11' 44' I I I I o I o m ro , I ai n n l a1 1 1— III M In I ih 3,L6" I 1 ' n T S ®11 C -_--_____.�I III 6 -IN ® 71 61 9i 01 11 - - - 11 101 1 81 7 -1 m -mFNITL� Ir __ _ _2 U N 6 _� - 3._ 06.. _ ____ _ SIN 3'-5s" -104" 1 1 3 -0 _ �j13_ _ 5_ - -_ ff 5 °6 m - 8 13 1 I yv 1 3._6.. 4-I 14---- --- I I +i � I -[�V_4L I— -- 5--__ STORAGE 14 SIN a 08 4 3'_6�� 15 a ® NDR STAIR OL y� _ 0 3'- OF 3 1 i o 15 i 11 m Q 1 16_ � 12 m -3.- 18�--Z \ N 16 \ ILS r ILJI \ — 17 - -NJ z a 0 a'-m • 3'_0" 2ND FLOOR oz HALL o1 oz BASEMENT a1 41 I I I ----------------------------- 0 --------------------------- 03 SECOND FLOOR STAIR PLAN 01 BASEMENT STAIR PLAN U a rn F U 6 I N ❑❑ 84" I I, IIi I I, T.O. SECOND FLOOR S.F. T.O. SECOND FLOOR S.F. b Ilr___ ________ ______� s 4 I� 7------------------------ III 111 _--II--- III II li IIII II -------------- ----------- 10 _ - ,b 'il I YI II IIII / I ---------- --------- ---------------------- ----------- ---------- ------- --y u r------__________________ II '� III ;II II II IIII I � / III - I -------------- L \ I I I 4 L--- - T.O. FIRST FLOOR S.F. 26') ` I L - -_ — _- __ T.O.ELEFIRST-FFLO(R6 ).F. - I ------------ --__ ------ 4 i 5•_38^ 1. 5 r---------------------- 6 - --- --- -- - - ---a 1 1F- IIi / II STORAGE / UNDER / n j \ / STAIR IIIIIIIII— = \ II, III ,x _III—III—III—IIII III \ 1 III—III III— � III—III— I- I \ I T.O. BASEMENT SLAB T.O. BASEMENT SLAB I I a X ELEV. —10'-1/8.. a-a °° ° ° a, ° -- -- -- ELEV. —10'-1/8•• N e _.. I 1111111 III- � 111=111=111=111=111=1-I11I 'I1111II—III=111111-1Ii111=111=1I - "_a ��I_IIIIIIIIIIIII h 1 I—III—I 11—I 1 11 I IIIII 11=1 11=1 11=1 I I—I 1 11 11=i I I—III—II=i 1 11 11=1 1111 11=1 I I I I � II1 1 1 1 1 1 1 II=—i I I I—III---I 1 11 I I—III I 111 1 11 I 1 —I--II 11 I I I I 1-1 11=11 1 1 1 1 1=I I I--III-=1 I I I 1 11 11-1 : 1= -ITi=i 11=1 I i=iiiIII—III—I i I=III—Iii=i I i III=I i I=1 i i1 I IIII=1 I I—I i I�I I I=ITI�Ii1�ITi�I i i l 0 02 STAIRS SECTION 01 STAIRS SECTION 1/2'-1'-0' U a w F U 6 N I. II I I I I I O sem. T.O. SECOND FLOOR S.F. 17 ELEV. +10'-7 1/2" 15 14 %iJII rt� I� n III I 13 I �n�Jl / ii I'I 'IIII TJr H III LI /"�I '� II I11 I I I I IIII I 12 If r' IJI 11 II III II II ___ _ J p II I I II �j 1 I�r i I I i 9 II Ili IIII 'III � 1�1 II I'I �I Ir II III II I III II II II � II " SII II II II II II - II j III II II � SII II I � t 0 I� I 1 II II fu{ 1 I III 1 I I1I�I � II II II IIA I I I e II PERMIT SET ---�- I'I BARLOW POND I � - ------------------Y- cwY MINT ROM,FISHE8818WJo,NY 1 I TA. FIRST FLOOR S .F. - -- - -__-----1----------------- _ ELEV. +0'-0" (26') D Aq I ° 5 F NE tlII I lilli,i ii liil Iii I II fij I I dill—III—III III 3 II ! I IIII =I I I I I I I Il-III 11 I I =III—III—IIII,(IIII . o I I KINLIN RUTHERFORD ARCF 33OWM 3871 STREET,SHITE IWO NEW YORK,NEW YORK IW]8 III III III IIII I11I III III III ', 'III = 11= I I-III=1 =1IIIIIIIII =1II- III I-III--I -------------------------------------- II I I I I I I I I 1 11 I I-III- ° ° � I III III it ! ------------------- 1 1 - LI °v^ T.O. BASEMENT SLAB ° o x ELEV. —10 -1/6' III 11 va " p " 1=1 I- - - - - - - = = = 1= STAIRS SECTION IIII" 1 1 1 1 1 11 11 11 ' F [-I 1 1I 1 1I IIII 1 11 11=1 11=---I 11=III-I 1 11 I II 11=11 11 I I1 I I-I 1 11 I II 1 11 I I --I 11=1 11=1 � III=III__=IIIIII=III- III-III=III-IIIIIIIII --III=IIIIIIIII=IIIIII--III=III=IIIIII=III= III a 01 STAIRS SECTION PROJECT: 149 SHEET: N/A 01 a 42 w _ T.O. CHIMNEY H ELEV. TBD a� II I I Q T.O. RIDGE ELEV. 26'-0" - ——- - -- - A42 I I I I� T.O. ROOF �k ELEV. 23'-9 1/4" - -- N O I _ I T I II II I I T— I /I T.0. SECOND FLOOR S.F. -- ELEV. +10'-7 1/2" . _ I I I I EL E LL I I I I - _� I I I I II I I I I I I / / 02 i T.O. FIRST FLOOR S.F. IX ELEV. +0'-D" (26') II IF- -----J L------ I I I I I I I I I I I I T.O. CRAWLSPACE SLAB I ELEV. --6--5/8'-- T.O. B-5/8'rT.O. BASEMENT SLAB 01 01 FIREPLACE ELEVATION A422 MEMO U a � T.O. CHIMNEY _ — y ELEV. TBD H U STONE 13" X 13" CHIMNEY CLAY FLUE lk T.O. RIDGE _ _ _ _ _ , _ _ _ _ __ - TERMINATION LINING ELEV. 26'-0" — - - - - - - - - � I STONE VENEER 1 ' 4" CMU 04 i I STONE VENEER 42 4" (MINIMUM) 01 FLASHING T.O. ROOF A422 ELEV. 23'-9 1/4" _ N � N I I ® 13" X 13" CLAY FLUE LINING 2" NONMETALLIC INCOMBUSTIBLE FILL I I I I EXTERIORI INTERIOR 04 FIREPLACE PLAN I I I I I I I 4" CMU 1" FIRE CLAY FLUE LINER I I 13"X13" 03 I I ' I a 13" X 13" I I CLAY FLUE I I LINING 4" CMU NONMETALLIC INCOMBUSTIBLE FILL I STONE VENEER2x4 FRAMING 01T.O. SECOND FLOOR S.F. I 42 _W ELEV. +11 1/2" - - - - l l\ 13" X 13" \ \ CMU CLAY FLUE 2" NONMETALLIC \ \ LINING INCOMBUSTIBLE \ \ \ 1" FIRE CLAY FILL \ \ FLUE LINER \\ \\ NOMINAL 1" \ AIRSPACE FURRING STRIP GYP BD. 2" AIRSPACE SMOKE CHAMBER 03FIREPLACE PLAN STONE VENEER DAMPER 1/2'`1'-0' SOLID WOOD ONE PIECE MANTLE RUMFORD THROAT FIRE BRICK MASONRY FIREPLACE WITH RUMFORD ° AIR INTAKE FIREBOX MASONRY FIREPLACE 02 WITH RUMFORD A42 � FIREBOX FLUSH FLUSH T.O. FIRST FLOOR S.F. a a o -6 ' O n STONE VENEER AIR INTAKE 0t o o m A42 ih in in FIRE BRICK _ T.O. CRAWLSPACE SLAB CMU ELEV. -6'_5/8° -- - - - - - - - - - n pS CLEAN-OUT N N O fn Ww a e °a CONCRETE FILL T.O. BASEMENT SLAB - - - - - — '� - - - ELEV. -10'-1rB' c, 0 02 FIREPLACE PLAN a ° 0 1 FIREPLACE SECTION FOOTING NOTE: DETAIL AT WALL NTH NO OVERHANG 0 12" OF CRUSHED STONE (U4" AND Y' MIXED) WOULD BE PLACED UNDER (NO STONE VENEER ALL FOUNDATION AND INTERNAL FOOTINGS. a' THE CRUSHED STONE WOULD BE PLACED IN 6" LIFTS, AND COMPACTED v BETWEEN LIFTS AS WELL AS AFTER THE FINAL LIFT. MARNN WINDOW MARVIN WINDOW 1" WINDOW SILL 1" WINDOW SILL y� DETAIL AT 4'-D X 4'-C FOOTING 6x6-W2.9XW2.9 Hxa ala _ 4" STEEL COLUMN W.W. MESH -- COLUMN BASE MID-DEPTH io 1" WINDOW APRON 1" WINDOW APRON 4" GONG. SLAB 6 g v UNDER COLUMNS VAPOR BARRIER (5)#5 REBAR 31, - EACH WAY 4 7 4 �T.O, FINISH FLOOR BOTTOM, 3" CLEAR LEV -i71Y" o T,0 NEW CONCRETE SLAB CEDAR SHINGLE Y" WINDOW SILL CEDAR SHINGLE Y" WINDOW SILL o ---- _- - - - - - _` ° ° ® ELEV. -10'-OYe° a ° d AIR & VAPOR BARRIER 1" WINDOW APRON AIR & VAPOR BARRIER 1" WINDOW APRON ° ° ` Y" EXTERIOR GRADE PLYWOOD 71 EXTERIOR GRADE PLYWOOD T.O. NEW FOOTING " °° ° ° ° X R-21 INSU ATION R-21 INSU ATIION FRAMING X p �Q ° °° ° ° ° ° ° a ° ° ° ° "d ° ° ° ° ° Y„ GWB i. PT 2X12 LEDGER d a ° V, GWB t I_�r`1CJ " d 2X6 BOTTOM PLATE 2X6 BOTTOM PLATE d - a d ° a 3Y" STRIP OAK FLOORING ; 3Y" STRIP OAK FLOORING r iX4 IRE DECKING Y" SUBFLOORING s-� Y" SUBFLOORNG 2" RIGID °3" ° ° ° 3^ _ ___T O_ FIRST FLOOR S.F. __ TO FIRST FLOOR S_F, INSULATION - TYP. TYP. -- -- - — ELEV. 0._0„ - - - - ---- ELEv, o'—a" 4'-0" --- - (26' ABOVE SEA LEVEL) REFER TO CME 5100 - -- (26' ABOVE SEA LEVEL) ft 6" GRAVEL - SHEARWALL/HOLDOWN PLAN FOR: 07 FOOTING DETAIL AT COLUMNS 11 HOLDowN ANCHOR BOLT 1-1/r=r-0' e-0 x w' ao nD LOCATIONS AND SPECS. AND n SHEARWALL TYPES, LOCATIONS AND SPECS. H _ _T.O.-FOUNDATION WALL „ ELEV 1'-2Y8° 11b" TJI®210 ®i6" O.C. BEYOND r ; 11d" TJI8210 ®76" O.C. BEYOND ii I ' Ii jI 2" RIGID INSULATION ��' ° 2" RIGID INSULATION R-30 INSULATION .; a '``TO FOUNDATION WALL _ R-30 INSULATION FOUNDATION -1'-21�"� (2) lY" X lli'e" LVL °�. / (2) 1%` X 18g" LVL °a ° DETAIL AT 3'-0 X 3'-0 FOOTING .r ° ° pT 2X12 FRAMING ° a CONTINUOUS 4" STEEL COLUMN 6x6-W2.9XW2.9 2X10 PT SILL PATE ^ a ' ° 2X70 PT SILL PLATE I 2^ FLASHING W.W. MESH %" ANCHOR BOLT CONTINUOUS Y" ANCHOR BOLT MORTAR TOP OF STONE VENEER COLUMN BASE MID-DEPTH (REFER TO CME SHEARWALL PLAN FOR ^ FLASHING (REFER TO CME SHEARWALL PLAN FOR d FLUSH WITH 4" CONC. SLA SPECS. - SPACING AND ENBEDMENT) ° SPECS. - SPACING AND ENBEDMENT) §!4L, TOP OF CONCRETE WALL VAPOR BARRIER UNDER COLUMNS #5 REBAR ° NO OVERHANG #5 REBAR ' B d° 2" OVERHANG FOR FUTURE (4)#5 REBAR ° ° ° ° STONE VENEER T.O. FINISH FLOOR EACH WAY #5 VERTICAL REBAR #5 VERTICAL REBAR rik - --- BOTTOM, 3" CLEAR 24' O.C. (TYP.) ° a d° - -- 24" O.C. (TYP.) d ELEV. '/s" 3" FROM INT. FACE (TYP) ) a ° 3" FROM INT. FACE (TYP. 10" POURED CONCRETE a °° 10' POURED CONCRETET. - — LOEV.NEWOCOOiRETE SLAB_ ° a ° a d ° ° ° FOUNDATION WALL a ° FOUNDATION WALL ^ ° ° - -- 2" STONE VENEER a — _ __ 2X4 FRAMING ° jk T.O._NEW FOOTING n° ` ° -- R-21 INSULATION d --- PERMITSET 09.10.12 _ ___ ___ ______ ° ELEV -1O'-4X' ° ° ° °d ° J ` W GWB " d " a TO FOOTING OVER LIQWD ° ° TO FOOTING DOVER LIQUID ° d 4 2" RIGID INSULATN 2"APPLIED WATERPROOFING APPLIED WATERPROOFING I BARLOW POND loll Q" 2" loll 2" MY POINT ROAD,FISHERS ISUND,NY 2" RIGID °3•, ° 3" INSULATION TYP. TYP. 05 FOUNDATION WALL DETAIL 04 FOUNDATION WALL DETAIL 3'-O" 051-112-4-T t-112'=1'-a' M NO ONERNwc 1-1/2'=1'-0' xml r owaw+c 6" GRAVEL 06 FOOTING DETAIL AT COLUMNS VLPED A&Cy 1-112'=f-0' 3'-D' x 3'-D' FOORND DETAIL AT UN-FINISHED BASEMENT DETAIL AT FINISHED BASEMENT �9 g D r G I,� F #5 VERTICAL REBAR R-21 INSULATION #5 VERTICAL REBAR 10' 2„ 24" O.C. (TYP.) 2x4 FRAMING 10" 2' 24' O.C. (TYP.) EXPANSION JOINT F 3" FROM INT. FACE (TYP.) N' JOINT 3" FROM INT. FACE (TYP.) Ys" 4" POURED 10" POURED CONCRETE 4" POURED10" POURED CONCRETE g4, CONCRETE SLAB FOUNDATION WALL CONCRETE SAB ° - FOUNDATION WALL F NEN 2'-O"X1'-0" POURED WATER PROOFING MEMBRANE 2'-D"X1'-C" POURED - a WATER PROOFING MEMBRANE DETAIL AT 2'-0 TYPICAL FOOTING CONCRETE FOOTING 2" RIGID INSULATION CONCRETE FOOTING ° 2" RIGID INSULATION 6x6-W2.9XW2.9 d, #5 REBAR 6x6-W2.9XW2.9 d° - #5 REBAR 4" STEEL COLUMN 6x6-W2.9XW2.9 W.W. MESH MID-DEPTH d - W.W. MESH MID-DEPTH d __ W.W. MESH SLOPE TOP OF FOOTING WITH SLOPE TOP OF FOOTING WITH COLUMN BASE MID-DEPTH a MORTAR FLOORING ° MORTAR GRAVELGRAVEL 4" GONG. SLAB d - d a KINLIN RUTHERFORD ARCHITECTS, PLLC UNDER COLUMNS ° ° ° ° VAPOR BARRIER 3 5 REBAR ° #5 FOOTING DOWEL EA. #5 FOOTING DOWEL EA. 330 WEST 38TH SFREEC SUITE MOB TEL(212)09E2988 ( C VAPOR BARRIER ° ° ` ° VERT. W/ 24" LAP VAPOR BARRIER - VERT. W/ 24" LAP NEWYORK,NEWYORKMOA FAX 17 7 51 582 173 6 T,O. FINISH FLOOR EACH WAY L0 FINISH FLOOR ° __ T.O. FINNISH FLOOR _ -------------� BOTTOM, 3' CLEAR - - ----------�, ° d ALTERNATE HOOKS ELEV 9'-11 3 6' l` ALTERNATE HOOKS �LEV - - -11 3/6' .. " a l `. d - g - T.O. NEW CONCRETE SLAB ° a ° a d a d ° ___ T.0 CONCRETE SLAB `------- ` - D ~ 4" DRAIN PIPE T._0 - ----------- T.O.-NEW-CONCRETE SLAB_ ------ ° - (n� �D 4" DRAIN PIPE ----- ill Y• ° ELEV 10-- -- ----- ' �' - - ELEV INE x, d d ° T.O x -- NEW -E-W--F-O-OT-IN-G D° ° ETL.0EV FOOTING a s ` _ TO FOOT NO --------- FILE - -1D'-4Y" ---l /8"10'-4 ° ° ! _(J D � �G d d � F CONSTRUCTION DETAILS 40 ° e °°°° 2' RIGID2" RI m INSULATION 3" 3" TYP. TYP.1, INSULATION TYP. � 2--0INSULATION TYP. 6" GRAVEL 6" COMPACTED GRAVEL 2'_O" 6" COMPACTED GRAVEL 2'- A-431 #5 REBAR TYP. ALL ARDUND #5 REBAR TYP. ALL AROUND G CONTINUOUS CONTINUOUS PROJECT: 149 03 FOOTING DETAIL AT COLUMNS 02 FOOTING DETAIL TYP 01 FOOTING DETAIL TYP 1-1/2'=1'-0' 2'-0' x 2'-0' F0011NC 1-1/2'=1'-0- UN-RNISNm RISDAEM 1-1/2'=1'-0' RNI9ED R Eff SHEET: N/A DETAIL AT FRONT AND REAR ENTRY DOOR NO OVERHANG U a MARVIN EXTERIOR m INSWING DOOR H Y4" AZEK TRIM rU� d PT 2X12 LEDGER 3Y" STRIP OAK FLOORING 1X4 IPE DECKING �'4" SUBFLOORING a _ — T.O. FIRST FLOOR S.F. -ELEV.-0'-0" -- (26' ABOVE SEA LEVEL) io N O I 50-YR TIMBERLINE SHINGLES 11d" TJIS210 @16" O.C. - 30$ BUILDING FELT 2" RIGID INSULATION ° ICE & WATER SHIELD CONTINUOUS AT EDGE R-30 INSULATION ° T.O. FOUNDATION_WALL-gj� _ - N( EXTERIOR GRADE PLYWOOD (2) 13'4" X ll%' LVL PT 2X12 FRAMING i - 1X AZEK TRIM 2X10 PT SILL PLATE ° 2X DOUGLAS FIR " ANCHOR BOLT CONTINUOUS (REFER TO CMECPK SHEARWALL PLAN FLASHING FOR SPECS. - SPACING AND ° R-30 INSULATION ENBEDMENT) a SIMPSON H10 OR AS PER ENGINEER'S SPECS. #5 REBAR NO OVERHANG V-GROOVE BOARDS #5 VERTICAL REBAR a ° 1X AZEK TRIM 24" O.C. (TYP.) EXTERIOR GRADE PLYWOOD SHEATHING 3" FROM INT. FACE (TYP.) - 1 -O" PLYWOOD SHEATHING AS PER ENGINEER'S SPECS. 10" POURED CONCRETE ° - V-GROOVE BOARDS BEYOND FOUNDATION WALL ° CEDAR SHINGLES ° --- 2X4 FRAMING --- R-21 INSULATION ✓� �' GWB 2" RIGID INSULATION— TO NSULATION TO FOOTING OVER LIQUID `S APPLIED WATERPROOFING 10" 2" 04 ROOF/RAKE DETAIL TYPICAL 03 FOUNDATION WALL DETAIL AT DOOR i-i/z•=r-o• i-Vz•=r-0• vmn xo aarau+c DETAIL AT SCREENED POR IDETAIL AT LIVING ROOM DOORS DETAIL 2"AT OMVERHANG UDROOM DOOR MARVIN EXTERIOR MARVIN EXTERIOR INSWING DOOR INSWING DOOR 6X6 POST )4" AZEK TRIM 34" AZEK TRIM AZEK COLUMN CASING PT 2X12 LEDGER PT 2X10 LEDGER AZEK COLUMN BASE 3Y;' STRIP OAK FLOORING 3Y" STRIP OAK FLOORING 1X4 IPE DECKING 1X4 IPE DECKING 1X4 IPE DECKING SUBFLOORING 3$" SUBFLOORING _ T.O. FIRST FLOOR SF _ - _____—_ POOH___________________ ___ _ _ _ _____-__-FIRST FLOOR------------ ------ -- —_ _ _ _____ __— ) POOP__- _________POOH_________—- _________—__ _ .O ELEV O'-0" - _ ELEV. 0 EL (26' ABOVE SEA LEVEL) --- — __ zs' ABOVE SEA LEVEL) T.0_ FOUNDATION WALL = __ _ _—___ POOP _______________POOH POOP_ _—_ POOP_ __ POOP_- -- ----- --- ------------ --- � i __________ ___ POOP_—_—__ _ n ELEV -1'-2Y�" 17d" TJI2210 ®16" O.C. BEYOND 11b" TJI8210 ®16" O.C. BEYOND E' 2" RIGID INSULATION 2" RIGID INSULATION T.O.-FOUNDATION FOUNDATION WALL____ _ T O_ SCREENED FOUNDATION WALL _H OOP—— —_ _ __---- _ - '- �- - - --------------------------- � , ELEV. -l'-2N' 2 PT 2X10 FRAMING ELEV, KEENED PORCH FOUNDATION PT 2X12 FRAMING R-30 INSULATION R-30 INSULATION ® ° o p o° (2) 1Y4" X 113j" LVL (2) 1�/4" X 11%" LVL CONTINUOUS iX AZEK TRIM FLASHING CONTINUOUS e ° 2X10 PT SILL PLATE 2X10 PT SILL PLATE ° FLASHING V ANCHOR BOLT W- ANCHOR BOLT PT 2%12 RIM JOIST , o (REFER TO CMECPK SHEARWALL PLAN (REFER TO CMECPK SHEARWALL PLAN FOR SPECS. - SPACING AND FOR SPECS. - SPACING AND ° ° 4 ENBEDMENT) ENBEDMENT) 2" OVERHANG 2" OVERHANG #5 REBAR #5 REBAR NO STONE UNDER DECK NO STONE ,y5 VERTICAL REBAR (j5 VERTICAL REBAR ° ° AZEK LATTICE " , a UNDER DECK e° ° o ° 24" O.C. (TYP.) (TYP.) ° ° ° 24" O.C. TYP. _ 3" FROM INT. FACE (TYP.) Y FROM INT. FACE (TYP.) 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE M PIER ° _ FOUNDA110N WALL FOUNDATION WALL - - - N ° 2X4 FRAMING , C4 °° ° o� R-21 INSULATION ° „ a 2" RIGID INSULATION 2" RIGID INSULATION TO FOOTING OVER LIQUID TO FOOTING OVER LIQUID ° a - APPLIED WATERPROOFING APPLIED WATERPROOFING IS 10" 2" 10" 10" 2" OZFOUNDATION DETAIL AT SCREENED PORCH 01 FOUNDATION WALL DETAIL AT DOOR 1-1/Y=I'-0' WIIH z' pNMUlc 1-�/x'=1'-0' MM z'OYEIMANC 21' AT MAIN ROOF a ------- ---------- ----------- ---------- ----- 50-YR MARVIN WINDOW �'(' WINDOW SILL a, TIMBERLINE SHINGLES it ------ ------ ---- ----------------- - 30# BUILDING FELT 1" WINDOW SILL = 1" WINDOW APRON VARIES ICE & WATER SHIELD " - CONTINUOUS AT EDGE Y4" EXTERIOR GRADE PLYWOOD In 2X12 RAFTER 1" WINDOW APRON - iT1 1 Y" X 20 GA50-YR STRAP TIMBERLINE SHINGLES (3) 0/4" X 113 " LVL PURLINS 2X6 HANGER V. Gw'B 2X6 in N4" PLYWOOD SHEATHING 0 0 R-21 INSULATION - 30# BUILDING FELT 5Y2„ _ ICE & WATER SHIELD 0 (2) 1 �/4" X 11 W" LVL CONTINUOUS AT EDGE 3y" STRIP OAK FLOORING 2X6 KICK PLATE SIMPSON HANGER Y4" SUBFLOOR - 1Y" X 20 GA STRAP TBD2� i1b" rJlvzlD @16" C.C. NOTE 2: COLLAR TIE/CEILING RAFTER T.O, SECOND FLOOR S F 9 16 d NAILS PER RAFTER + - O i J (SEE NOTE 2 FOR DETAILS - - --------- _ ) ELEV 1D'-7Yz' 50-YR TIMBERLINE SHINGLES CONNEC110N IF 2X12'5 USED FOR i TYPICAL ONLY IN MAIN PORTION GELLING RAFTERS,J `., i� OF ROOF BETWEEN DOUBLE RAFTERS N4" EXTERIOR GRADE PLYWOOD IF TJI ARE USED CONSULT (SEE SHEET S-113 FOR LOCATION) 2X12 RAFTER - I MANUFACTURER ABOUT CAPACITIES - WITH WEB STIFFENERS. ii 1H AZEK TRIM R-30 INSULATION 2X12 RAFTER PACK CAVITY •• ` - WITH R-30 TO, DOUBLE TOP m (1) 2X INSULATION WALL PLATE CONTINUOUS VENT ' 6X6 POST ELEV. 9'-67 " Gwe BEYOND GYPSUM ( 1X AZEK TRIM " GWB iX AZEK TRIM / SIMPSON MIU211 01SHANGER WOOD CASING CEDAR SHINGLES DOUBLE TOP PLATE A/16, 1'B, X6• (REVERSED) Yi (3) 2X10 HEADER p EXTERIOR GRADE PLYWOOD R-21 INSULATION 3/¢" 3/¢" MARVIN WINDOW 1X AZEK TRIM 05 COLLAR TIE CONNECTION DETAIL 04 EAVE DETAIL AT DORMER AIR AND VAPOR BARRIER t 1/2=1'-0• t 1/2=P-0• 06 EAVE DETAIL @ MAIN ROOF DORMER V t 1/2=1'-0• 2X12 RAFTER 2X12 RAFTER 2X6 SISTERED TO 2X12 RAFTER - 2X6 SISTERED TO 2X12 RAFTER Y4" EXTERIOR GRADE PLYWOOD -" PLYWOOD 50-YR TIMBERLINE SHINGLES ��. �`` 50-YR TIMBERLINE SHINGLES PERMIT SEF i ------- ----- ------------------------------- � 1Y;' X 20 GA STRAP �, /`, J 1Y" X 20 GA STRAP 30# BUILDING FELT ICE & WATER SHIELD ` ICE WATER SHIELD BUILDING FELT 55�� -` CONTINUOUS AT EDGE 55�� - CONTINUOUSATEDGE 5gBARLOW POND " GWB '�� y" GWB ', C AY POINT RAND,FISHERS STAND,NY R-301NSULATTON \— 1 R-301NSULATION ,aa (3) 174- X 113 " LVL 2X6 KICK PLATE (2) 1 Yj' X 1139" LVL �� 2X6 KICK PLATE 3Y" STRIP OAK FLOORING \` 3Yi' STRIP OAK FLOORING gBGEO Rhhij SUBFLOOR V, Y4" SUBROOR 119" TJI3210 @16" O.C. ".� 2 Ili" TJIm210 @16" O.C. ED T.O. SECOND FLOOR S F - T.0 SECOND FLOOR S. To Nr - - - - - ELEV. 1D'-7Yz" ELEV 10'-7h" 029A �O y\ FOF NE`1'1 1X AZEK TRIM iX AZEK TRIM / 50-YR TIMBERLINE SHINGLES `N Y4' EXTERIOR GRADE PLYWOOD _ ELEV, PLATE TOP ' ' WA DOUBLE TOP CONTINUOUS VENT KINLIN RUTHERFURD ARCHITECT' 2X12 RAFTER ATE � CONTINUOUS VENT WALL PLATE � ' _ WALL PL_-_______- - __-__-_-___ ` - -6%R„ .�,.,.,. . ., ., .,,,. ELEV 9'-6%" , R-30 INSULATION - - NENORWYORK,NEW YORK STEW,016SUITva0e FM(r =N - 1X AZEK TRIM - 1X AZEK TRIM NEWYDRN,NEW YORK]AD]H FM(r GYPSUM (1) 2X 1W X 11%" LVL RIMJOIST 9R" GYPSUM 11W LVL RIMJOIST " " ,. SIMPSON MIU211 HANGER �+ 5 SIMPSON MIU211 HANGER CEDAR SHINGLE (3) 2X HEADER - n 4 /16 (REVERSED) DOUBLE TOP PLATE - i6 1 �8 4 16" (REVERSED) AIR & VAPOR BARRIER 1X AZEK TRIM WOOD CASING 3/4• R-21 INSULATION 34 Y4" EXTERIOR GRADE PLYWOOD _ 1X AZEK TRIM WOOD CASING IX AZEK TRIM (3) 2X10 HEADER 0 V. GWB CEDAR SHINGLES ^+ \ NOTE TYPICAL EVERYWHERE: k' WOOD CASING N MARVIN TRANSOM PROVIDE SQUASH BLOCKS DR BLOCKING PANELS WINDOW EACH SIDE STIFFENERS OFEACH HALL BEIARING WALLST ALONG S AND TH B CONSTRUCTION DET MARVIN WINDOW CANTILEVERS. w 1X AZEK TRIM SQUASH BLOCKS TO BE PROVIDED AT ALL POST - MARVIN EXTERIOR LOCATIONS. '� ?N INSWING DOOR TJI'S TO HAVE WEB SYIFFENERS AT ALL BERING ro LOCATIONS W/O BEARING WALLS ABOVE. ADDITIONAL REQUIREMENTS SHALL BE FOLLOWED A- 4�/� PER MANUFACTURER SPECIFICATIONS „ T 03 EAVE DETAIL DORMER 02 EAVE DETAIL @DOOR 01 EAVE DETAIL TYP PROJECT: 149 SHEET: N/A a WINDOW SCHEDULE — BASEMENT FLOOR y BASEMENT FLOOR Rough Opening Size Jamb Casing Divided Exterior Window# Room # RmName Type Manufact. Product# Description Width Height Depth Type Lite P g YP Screen Hardware Cladding REMARKS 001 BUNKROOM 1 MARVIN CAWN3620 AWNING 3'-1" 1'-73%" 7/8"6DL WHITE STONEWHITECLAD V 002 BUNKROOM J MARVIN CAWN3620 AWNING 3'-1" 1'-7%" 7/8"SDLWHITE STONE WHITE CLAD 003 BUNKROOM J MARVIN CAWN3620 AWNING 3'-1" V-76%e 7/8"SDL WHITE STONE WHITE CLAD OTES 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 2. ALL WINDOWS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED BY CONTRACTOR BEFORE PLACING ORDER. WINDOW SCHEDULE — FIRST FLOOR N 0 FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Window# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type Lite Screen Hardware Cladding REMARKS 101 MUDROOM A MARVIN CUDH3224 CLAD ULTIMATE DOUBLE HUNG 3'-23%" 4'-8%8" 7/8"SOL Y WHITE STONE WHITE CLAD 102 MUDROOM A MARVIN CUDH3224 CLAD ULTIMATE DOUBLE HUNG 3'-2%' 4--81 7/8"SOL Y WHITE STONE WHITE CLAD 103 FOYER B MARVIN OUDH2O24 CLAD ULTIMATE DOUBLE HUNG 2'-23%" 4-81 7/8"SDL Y WHITE STONE WHITE CLAD 104 BATH B MARVIN CUDH2O24 CLAD ULTIMATE DOUBLE HUNG 2'-2%'- 4'-8% 7/8"SOL Y WHITE STONE WHITE CLAD 105 LIBRARY C MARVIN CUDH3232 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 6'-O%" 7/8'SDL Y WHITE STONE WHITE CLAD 106 LIBRARY C MARVIN CUDH3232 CLAD ULTIMATE DOUBLE HUNG 3'-23/0" 6'-O%s 7/8"SDL Y WHITE STONEWHITECLAD 107 LIBRARY C MARVIN CUDH3232 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 6'-0%" 7/8"SOL Y WHITE STONE WHITE CLAD 108 LIBRARY C MARVIN CUDH3232 CLAD ULTIMATE DOUBLE HUNG 3'-2%` 6'0%" 7/8"SOL Y WHITE STONE WHITE CLAD 109 LIVING ROOM D MARVIN CUSTOM TRANSOM CUSTOM CUDHTR 3'-23%" 1'-6s/s" 7/8"SOL Y WHITE STONE WHITE CLAD CUDH3228 CLAD ULTIMATE DOUBLE HUNG 3'-23/e" 5'-4%" 7/8"SDL Y WHITE STONE WHITE CLAD 110 LIVING ROOM D MARVIN CUSTOM TRANSOM CUSTOM CUDHTR 3'-23/8" 1'-65/e" 7/8"SOL WHITE STONE WHITE CLAD CUDH3228 CLAD ULTIMATEDOUBLE HUNG 3'-23/s' 5'-45% 7/8"SOL Y WHITE STONE WHITE CLAD 111 LIVING ROOM D MARVIN CUSTOMTRANSOM CUSTOM CUDHTR 3'-23/8" 1'-6%" 7/8"SDL WHITE STONE WHITE CLAD CUDH3228 CLAD ULTIMATE DOUBLE HUNG 3'-23/0" 54% 112 7/8"SDL Y WHITE STONE WHITE CLAD 112 DINING ROOM E MARVIN CUSTOM TRANSOM CUSTOM CUDHTR 2'-83/8" 1'-68/8" 7/8"SOL WHITE STONE WHITE CLAD CUDH2634 CLAD ULTIMATE DOUBLE HUNG 2'$3/a' 6'-4%` 7/8 Y WHITE STONE WHITE CLAD 113 DINING ROOM E MARVIN CUSTOM TRANSOM CUSTOM CUDHTR 2'-83/0' 1'-63/0' 7/B":DL WHITE STONE WHITE CLAD CUDH2634 CLAD ULTIMATE DOUBLE HUNG 2'-83/8" 6'-4'-" 7/8"SDL Y WHITE STONE WHITE CLAD 114 KITCHEN F MARVIN CUDH2428 CLAD ULTIMATE DOUBLE HUNG 2'-6%" 5'-4%' 7/8'SOL Y WHITE STONE WHITE CLAD 115 KITCHEN F MARVIN CUDH2428 CLAD ULTIMATE DOUBLE HUNG 2'-63/0" 5'-4Y.' 7/8"SOL Y WHITE STONE WHITE CLAD 116 KITCHEN F MARVIN CUDH2428 CLAD ULTIMATE DOUBLE HUNG 2'-63/0' 5'-4%'- 7/8"SOL Y WHITE STONE WHITE CLAD 117 KITCHEN F MARVIN CUDH2428 CLAD ULTIMATE DOUBLE HUNG 2'-63/0' 5'-43/.' 7/8"SOL Y WHITE STONE WHITE CLAD 118 KITCHEN F MARVIN CUDH2428 CLAD ULTIMATE DOUBLE HUNG 2'-6%" 5'4%" 7/8"13131 Y WHITE STONE WHITE CLAD 119 KITCHEN A MARVIN CUDH3224 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 4'-SI 7/8"SOL Y WHITE STONE WHITE CLAD 120 KITCHEN A MARVIN CUDH3224 CLAD ULTIMATE DOUBLE HUNG 3'-23%" 4'-8%" 7/8"SOL Y WHITE STONE WHITE CLAD 1211 KITCHEN A MARVIN CUDH3224 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 4'-S%e 7/8"SOL Y WHITE STONEWHITECLAD NOTES 1. VERIFY ROUGH OPENING DIMENSIONS NTH DIMENSIONS ON CONSTRUCTION PLAN. 2. ALL WINDOWS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED BY CONTRACTOR BEFORE PLACING ORDER. WINDOW SCHEDULE — SECOND FLOOR SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior Window# Room # RmName Type Manufact. Product# Description Width Height Depth Type light Screen Hardware Cladding REMARKS 201 WIIN'S BEDROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-0%" 5'-4%e 7/8"SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 202 WIIN'S BEDROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-03/8" 5'-4%' 7/8"SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 203 HALL H MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-2%/ 5'-O%" 7/8"SDL Y WHITE STONE WHITE CLAD 204 DRESSING ROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-03/8" 5'-431." 7/8"SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 205 DRESSING ROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-03%" 5'-4'/e" 7/8'SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 206 DRESSING ROOM I MARVIN CUDH3222 CLAD ULTIMATE DOUBLE HUNG 3'-23/0' 4'43/,' 7/8"SOL Y WHITE STONE WHITE CLAD 207 DRESSING ROOM I MARVIN CUDH3222 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 4'-4Y,' 7/8"SDL Y WHITE STONE WHITE CLAD 208 MASTER BATH I MARVIN CUDH3222 CLAD ULTIMATE DOUBLE HUNG 3'-23/8" 4'-4�/e' 7/8"SOL Y WHITE STONE WHITE CLAD 209 MASTER BEDROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-03/0' 5'-4�/e" 7/811 SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 210 MASTER BEDROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-0%" 5'-4Y,' 7/8"SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 211 CHANLER'S ROOM H MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 5'-0�/e' 71W SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 212 CHANLER'S ROOM H MARVIN CUDH3226 CLAD ULTIMATE DOUBLE HUNG 3'-2'/8" 5-0�/e' 7/8"SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 213 BEDROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-03%" 6-4%" 7/8-P SOL Y WHITE STONE WHITE CLAD EGRESS WINDOW 214 BEDROOM G MARVIN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 3'-03/e' 5'-Q,/ 7/8-P SOL Y WHITE STONE WHITE CLAD EGRESSWINDOW 215 BEDROOM 3 1 MARVIN CUDH3222 CLAD ULTIMATE DOUBLE HUNG 3'-2%" 4'-Q,/- 7/8"SOL Y WHITE STONE WHITE CLAD 216 BATH 1 MARVINCUDH3222 CLAD ULTIMATE DOUBLE HUNG 3'-23je" 4-Q 7/8"7/8"SDL Y WHITE STONE WHITE CLAD 217 WIIN'S BEDROOM I MARVIN CUDH3222 CLAD ULTIMATE DOUBLE HUNG 3'-23/8" 4'-4�%' 7/8'SOL Y WHITE STONE WHITE CLAD NOTES 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 2. ALL WINDOWS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED BY CONTRACTOR BEFORE PLACING ORDER. 'v DS N N h E WW W ay 6 a 0 01 WINDOW SCHEDULE Ua .l w h 3'-1 " RO 3'-23/8" RO 3'-23/8„ RO 3'-03/8" RO U 1 1 / \ I 00 O 1 00 000 N 000 Q I I 14- I I O I I V I EGRESS j EGRESS WINDOW WINDOW ' II I J I H G O O O O CAWN3620 CUDH3222 CUDH3226 CUDH3028 SDL 7/e" WITH SPACER SDL 7/e" WITH SPACER SDL 7/8" WITH SPACER SDL 7/e" WITH SPACER 001 , 002, 003 206, 207, 208, 203, 211 , 212 201 , 202, 204, 205 215, 216, 217 209, 210, 213, 214 2'-83/g RO 3'-23/8" RO I I I 2'-63/8 RO 3,-23/8„ RO 2'-23/8„ RO I I I I I I I I I ' I' III III I I I I I I ILLI L —ILIL I I I II I I I II I I I I I I I I I I O I I I I I II I I O O 1 O O 1 I 00I I I I I O 11 i i li LI LL I I I I I I I I I I � � II � li li � Ili III lil li I II i II I I li i I I I I I I I I I I I I I I I II it I I i I I i I I I I I II II I I I I I I I I I I I I I I I I I I O O O O O O CUDH2428 CUDH2634 CUDH3228 CUDH3232 CUDH2O24 W/ CUSTOM TRANSOM (H) W/ CUSTOM TRANSOM (H) W/ CUSTOM TRANSOM (H) SDL 7/8" WITH SPACER SDL 7/8" WITH SPACER SDL 7/8" WITH SPACER SDL %" WITH SPACER SDL Y8" WITH SPACER 105, 106, 107, 108 103, 104 114, 115, 116, 117, 118 112, 113 109, 110, 111 a x N N F OA WINDOW SCHEDULE I c� 0 a EXTERIOR DOOR SCHEDULE a FIRST FLOOR Rough Opening Size lamb Casing Divided Exterior Door # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type Lite Screen Hardware Cladding REMARKS 101 FOYER A CUSTOM ENTRY DOOR SIDELITE 1'-4%' 7'-2182' 7/8"SOL STONEWHITE ^ CUSTOM ENTRY DOOR 3'-13'2" 7'-21/2" 7/8"SOL Y STONE WHITE CUSTOM ENTRY DOORSIDELITE 1'-43/4" 7'-21/2" 7/811 SOL STONE WHITE CUSTOM TRANSOM 6'-3" 1'-65/8" 7/8"SDL STONE WHITE 102 LIVING ROOM B MARVIN CUSTOM CUSTOM CUIFDTR 5'-15/8" 1'-65/8" 7/8"SOL STONE WHITE CLAD CUIFD 5070 CLAD ULT. INSWING FRENCH DOOR 5'-15/e" 7'-21/z' 7/8"SOL Y STONE WHITE CLAD [� 103 LIVING ROOM B MARVIN CUSTOM CUSTOM CUIFDTR 5'-1s%" 1'-65/8" 7/8"SOL STONE WHITE CLAD N CUIFD 5070 CLAD ULT. INSWING FRENCH DOOR 5'-15/8" T-21/2' 7/8"SOL Y STONE WHITE CLAD © 104 DINING ROOM C MARVIN CUSTOM CUSTOM CUIFDTR 6'-15/s' 1'-65/a" 7/8"SOL STONE WHITE CLAD CUIFD 6070 CLAD ULT. INSWING FRENCH DOOR 6'-15/e' 7'-2182' 7/8"SOL Y STONE WHITE CLAD 105 KITCHEN D MARVIN CUSTOM CUSTOM CUIFDTR 3'-2Y," T-65/8" 7/811SDL STONE WHITE CLAD CUIFD 3070 CLAD ULT. INSWING FRENCH DOOR 3'-2yls" T-21/2' 7/8"SOL Y STONE WHITE CLAD 106 KITCHEN D MARVIN CUSTOM CUSTOM CUIFDTR 3'-2yle" 1'-65/8" 7/8"SDL STONE WHITE CLAD CUIFD 3070 CLAD ULT. INSWING FRENCH DOOR 3'-27/8" T-2%" 7/W SOL Y STONE WHITE CLAD NOTES: 1. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN, 2. ALL DOORS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED BY CONTRACTOR BEFORE PLACING ORDER. EXTERIOR DOOR SCHEDULE SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior Door# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type Lite Screen Hardware Cladding REMARKS 201 MASTER BEDROOM I E I MARVIN CUIFD 5070 CLAD ULT. INSWING FRENCH DOOR 5'-1%3" 7'-2°8x" 7/8'SOL Y STONE WHITE CLAD NOTES: 1 VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 2. ALL DOORS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED BY CONTRACTOR BEFORE PLACING ORDER. 3'-27�g" RO 6'-158" RO 5'-158 RO 6'-3" RO Of n =7 (ID5'-158RO I1 1S FM --- I 1mO II1III1 \ IIIIIIII ,IIII _OO O o I N li N N li \O N O N N 1 N O O O PI i i II IZ l 1 3'-1Y " RO 2 1 '-43l '-43/4" — 4 4" RO 1 ' 43 " RO O O O O O s CUIFD 5070 CUIFD 3070 CUIFD 6070 CUIFD 5070 CUSTOM ENTRY DOOR 201 W/CUSTOM TRANSOM W/CUSTOM TRANSOM W/CUSTOM TRANSOM W/SIDELITES AND TRANSOM W/RAILS AND STILES W/RAILS AND STILES W/RAILS AND STILES TRANSOM RAILS AND STILES TO MATCH WINDOW TRASOMS TO MATCH WINDOW TRANSOMS TO MATCH WINDOW TRANSOMS TO MATCH WINDOW TRANSOM 105, 106 104 102, 103 101 0 A EXTERIOR DOOR SCHEDULE o I a aSHEARWALL SHEATHING HOEDOWNS INSTALLATION NOTES: BARLOW POND - FISHERS ISLAND 1. ALL HOLDOWNS USE /%" STUD MACHINE BOLTS (HDU8) AND STEEL NYLON LOCKING NUTS. REQUIREMENTS SHALL H TABLE 2. ALL ANCHOR BOLTS ARE %" DIAMETER. EXTEND TO THIS POINT � CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 3. FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield 4. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS. Snow Wind Speed Design Frost Line Design Underlay Flood 5. BOLT HOLES SHALL BE A MINIMUM OF Yas° TO A MAXIMUM OF Ks" LARGER THAN THE Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.2.1). Moderete Slight to 6. STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS 45 120 B Severe 36" to Heavy Moderate I 11B Yes N/A REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN. 7. HOEDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS GAMBREL ROOF OCCUR. FRAMING 8. WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE CEILING 06 DESIGN CRITERIA FIRST HOEDOWN. FRAMING ry 9. ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS Ys TO Yz TURN WITH A WRENCH, WITH N CONSIDERATION POSSIBLE NOT TOOVR-TORQUE THENUTFUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN SHEATHING - SEE SHEARWALL SCHEDULE ® CODE ANALYSIS: 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) USE/OCUPANCY: R3 (5 BEDROOM, SINGLE FAMILY) RIDGE: 26'-0" TYPE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA: PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THIS BUILDING 15 DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW 04 HOLDOWN INSTALLATION YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD HOEDOWN POSTS FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. OR ROOF RAFTERS SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. LATERAL FRAMING AND SHEAR CONNECTIONS: suPsax xoa6 ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES HOEDOWN - SEE INCLUDED. xrsa„aw PLAN FOR LOCATIONS UPLIFT CONNECTIONS: 9MPSON HIO Qi M26� ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.38 OR 3.3 IN THE W.F.C.M. I 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN mxnoou orreu � ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. ANCHOR BETWEEN PROVIDE SOLID HOLDOWNS RAFTER/TOP PLATE CONNECTORS: BLOCKING BETWEEN ' SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATEOQ SIMPSON CONNECTORS BOUNDARY POSTS CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE JJ No s la Hxmmr6 m and Roidmn INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY IQL on•n AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. T.O. SECOND FLOOR S.F. RIDGE STRAPS: RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE ELEV. + 10'-7 1 /2" REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M, OVERTURNING RESISTANCE: NAILING SCHEDULE: (FROM WFCM) SHEARWALL HOEDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x SND SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. SPECIFIC HARDWARE IS SHOWN IN DRAWINGS A601/01 AND A602/01. RIM BOARD HOEDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED FASTENERS TO EACH POST. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING BUILT-UP POST DUES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS 0 6" O.C. MIN. U.O.N. FLOOR INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. FRAMING PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL RAFTER TO TOP PLATE (TOE-NIALED) 6-Bd PER RAFTER BE MEASURED FROM TOP OF FON. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE WITH COUPLER NUT AND THREADED ROD AS REQUIRED. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST PERMIT SET ROOF SHEATHING: CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, BD COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, BD COMMON NAILS SHEATHING SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-16d EACH LAP SEE SHEARWALL SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 SCHEDULE BARLOW POND OF THE W.F.C.M. COLLAR TIE To RAFTER (FACE-NAILED) B-Bd PER TIE cur aoiRr Hoao,nsRras isurvo,rvv WALL SHEATHING: BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE BLOCKING EDGES EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2y" LONG MIN, 3-16d EACH END ALL W90EFRAMING WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" D.C. AT RIM JOIST TO RAFTER (END-NAILED) / PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT A PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. EP'EO C PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. � SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. HOLDOWN POST ¢ GZ � STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. & WALL FRAMING FLOOR JOIST BRIDGING: BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES T9 29A OQr FLOOR DIAPHRAGM BRACING: TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD TF OF IN BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING HOLDOWN ALIGN MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' D.C.. 5-16d PER z x s sruD VERTICALLY W/ wooD sruos: ANCHOR BOLT ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. 6-16d PER 2 X 8 STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X45. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT BLOCKING (FACE-NAILED) PROVIDE SOLID BLOCKING KINLINRUTHERFURDARCHITE OP PLATES BETWEEN BOUNDARY POST DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-Bd PER JOIST AND RAISED FLOOR FRAMING 330 WMT 38TH NIH slnssbsuini acoe Tec THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR NON roNR,rvewvasrc aaoae rra 3-Sd EACH END T.O. FIRST FLOOR S.F. LOAD BEARING WALLS. BRIDGING TO JOIST (TOE-NAILED) - - -- - - ELEV. +0'-0" (26') BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END GENERAL NOTES: 1. SILL ANCHOR BOLTS SHALL BE %" DIA L BOLTS WITH 5" CONCRETE EMBEDMENT, PLACED AT 48" O.C. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-i6d EACH BLOCK CONT. RIM BOARD MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. 5-i6d EACH JOIST 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. LEDGER STRIP TO BEAM (FACE-NAILED) 2X PRESSURE 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. 5-8d PER JOIST TREATED SILL R M JOIST ON LEDGER TO BEAM (TOE-NAILED) FLOOR iS 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED FRAMING SILL R ANCHOR IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST BOLT 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY AND MAX. SHEAR EART NAILS ASFER. TOE NAIL TO WALL TOP PLATE WITH 3" x 0.131" FRAMING NAILS ® 3" O.C. RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT CONpN CRETE HOLDOWN ANCHOR CODE ANALYSIS WITH WALLBOLT 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION 15 NOT GIVEN ON AN ENGINEERING DRAWING m OF 16D COMMON NAILS ® 3" O.C. MAX. 6. DIMENSIONAL LUMBER SHALL BE SPF NO. 2 OR BETTER, UNLESS OTHERWISE NOTED. 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH C AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER. -i PROJECT: 149 O 05 CODE ANALYSIS 02 NAILING SCHEDULE 3T4(P-0CAL SHEARWALL SECTION SHEET: N/A I I a a I ST NE I TERN ACE U SIMPSON HDU8 1 SIMPSO HDUH I I II I I a II 11� III ❑ D SIMPSON HDU8 ° d T ° LJ_Z_aJl - 1-T-I ° I I I I I KITCHEN \� j 1 I I I I I - ��— o LJ_1_L,-, � —� ----� r— --- _= -CI-I-CSI -- L SCRE-ENED- I j—LIVING - - RN41QM PORCH III SIMPSON HDU8 =1-1 �I F= = II II I I 1 II II 1 � SIMPSON hIDUB �I � II II II L- -- --- --- - - ----- ° 1 I,L )L--U — — 11_Jl___IL_ --- ----�I 1 / --T II LAUNDRY IIS II -�I --� F YER - LLJ �J POWDER I ROOM SIMPSON HDUB i IF • LIBRARY 1_,__ �\ 11 II II II II II DI T—I T-® ---- —�i—LL—JI—JI—JL_IL - I I I I I I -�j I I MUDROOM I I I PERMIT SET 0910.12 II II II IF-- SIMPSON HDU8 BARLOW POND — —_ CI-AY POINT ROAD,FISHERS ISLAND,NY L——— —————--- I --I SIMPSO HDU8 ��pED ARpyi 0 HOLDOWN LOCATIONS 1 0. CEDAR SHINGLE I CEDAR SHINGLE !� AIR h VAPOR BARRIER AIR h VAPOR BARRIER " EXTERIOR GRADE PLYW000 4i EXTERIOR GRADE PLYWOCD Q� GM GWB 2%6 FRAMING E 2X6 FRAMING 2%6 BOTTOM PLATEPLATE 294 ^ O R-21 BATT INSUL2%fi BOTTOM PLAT ATION R-21 BATT INSULATION e �+ 3Y." STRIP OAK FLOORING 3Y." STRIP OAK FLOORING I OF NE IPE DECKING 4f" SUBFLOORING B:" SUBFLOORINI ---------------------- REFER _____---- ______-REFER TO CMECPK 5101 REFER TO CMECPK 5101 -_ SHEARWALL/HOLDOWN SHEARWALL/HOLDOWN _ PLAN FOR: - PLAN FOR: HO-DOLOCATIONS AND ANCHOR ECS.6OLT AND LOCATIONS AND SPECS, ANo - KINLIN RUTHERFORD ARCHITECTS, PLLC SHEARWALL TYPES. SHEARWALL TYPES. - LOCABONS AND SPECS. LOCATIONS AND SPECS. 330WEST 39TH SIPEET,SIIIIE]DO6 TEL 121216953988 NEW YORK NEW YORK N018 FA%:17751582-1736 1;"%11j" TJI-210 016" D.C. _ IiH _ 1j"XI lb" TJI-210 016" D.CBEYOND; tH BEYOND it a PT 2%10 FRAMING11 Li 2" RIGID INSULATION 2" flIG10 INSULATION n R-30 BATT INSULATION PT 2X10 LEDGER R-30 BATT INSULATION CONTINUOUS CONNECTOR SPECIFICATION: (2) 1%" % 1 86" LVL ei (2) 1'%{ X 1116" LVL CONTINUOUS e " FLASHING �e 2%10 PT SILL PLATE �]� FLASHING 2%10 PT SILL PLATE RIDGE SIMPSON LSTA 24 0 16 O.C. �i W ANCHOR BOLT W' ANCHOR BOLT (REFER TO CMECPK SHEARWALL NO OVERHANG (REFER TO CMECPK SHEARWALL HIP RAFTER SIMPSON LSTA 24 A 16 O.C. PLAN FOR SPECS. - SPACING PLAN FOR SPECS. - SPACING AND ENSEDMENT) AND ENBEDMENT) RAFTER TO STUD/TOP PLATES HTS 28 0 16 O.C. N! REBAR N5 REBAR m ;#5 VERTICAL REBAR 4'5 VERTICAL REBAR iS24" O.C. (TYP) 24" O.C. (TPP.) RAFTEt TO HEADER HTS 26 0 16 O.C. 3" FROM INT. FACE (TYP) a 3" FROM INT. FACE (TYP.) n1 _ HEADER TO JACK SND LSAT 18 - 2.5 FT co 10" POURED CONCRETE .. 10" POURED CONCRETE ., FOUNDATION WALL LFOUNDATION WALL FT M - SAT ]D - 3 CODE ANALYSIS F 2X4 FRAMING 2X4 FRAMING MSP 4B - 10 FT R-21 BATT INSULATION - R-21 BATT INSULATION WB — I%" GT6" GM MSP 72 - 16 FT 2" RIGID INSULATION 2 RIGID INSULATION TO FOOTING OVER LIQUID TO FOOTING OVER LIQUID APPLIED WATERPROOFING APPLIED WATERPROOFING 2N0 FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 0 16 O.C. STUD TO SILL SIMPSON LSTA 36 ® 16 O.C. .602 o PROJECT: 149 04 HOLDOWN DETAIL @ DECK 03 HOLDOWN DETAIL TYP 01 CONNECTOR SPECIFICATIONS SHEET: N/A n ELECTRICAL LEGEND � 7 10 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE 1 0 WATERPROOF RECESSED LIGHT FIXTURE G - SURFACE MOUNTED LIGHT FIXTURE UNDER CABINET STRIP LIGHT � I O INTERCOM a $ SWITCH u $o DIMMER SWITCH A I $3 3—WAY SWITCH $30 3—WAY DIMMER SWITCH $coop DOOR OPERATED SWITCH €D= DUPLEX RECEPTACLE t,w.v WATERPROOF DUPLEX RECEPTACLE SWITCHED DUPLEX RECEPTACLE OUTLET, ONE SIDE ONLY gcEl GROUNDED FAULT RECEPTACLE OUTLET 0� QUADRUPLEX RECEPTACLE FLOOR RECEPTACLE KI TELEPHONE b TELEPHONE/DATA 0 TELEVISION 1 6) EXHAUST FAN O THERMOSTAT I SMOKE DETECTOR CARBON MONOXIDE DETECTOR _________________________J L ____ __ — __ _ __— HEAT DETECTOR l I� © ©1 I ❑E FIRE ALARM HORN I O DOORBELL SPEAKER l 1 I NOTE; I l ALL LIGHTS WILL BE ON DIMMERS,UNLESS OTHERWISE NOTED I UNFI ,SHED I LRE I RE R 011/STORAGE III I I I I I I I I I I 71— UP1 T I I I I I I I I I I 11 � I I I I I 1l1 1 1 , 1 1 1 1 1 , PERMIT SET 09.10.12 BARLOW POND INTI T CLAY POINT ROAD,FISHERS ISUND,NY III I I I ¢ CL I FE �� g� E A BATH1 0 � y�T I Ili I l �—� I ,se.Hcu Aeo _ I �qX, � 029A�'°yO�r l L J C— ��— __ EQJI l FOF NENJ UP ERBF, FII MECHANICAL I I KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WMT 38TH STREET,SUTTE 1005 M (212)695,2988 NEW YORK,NEW YORK 10018 W.(775)582 1136 , �--------------------------- L---------------------------� ELECTRICAL PLAN o 01 BASEMENT PLAN E-100 PROJECT: 149 SHEET: N/A a a a ti ELECTRICAL LEGEND r� 10 WALL MOUNTED LIGHT FIXTURE Q O RECESSED LIGHT FIXTURE WATERPROOF RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE UNDER CABINET STRIP LIGHT O INTERCOM N $ SWITCH $o DIMMER SWITCH N % 3—WAY SWITCH $�0 3—WAY DIMMER SWITCH r___________________ r_____— —___— $tax DOOR OPERATED SWITCH r____ _________ _________ _____ _______I---_ _ DUPLEX RECEPTACLE F_-------_ _-- 1 Awa WATERPROOF DUPLEX RECEPTACLE I SWITCHED DUPLEX RECEPTACLE L I 1 OUTLET, ONE SIDE ONLY GROUNDED FAULT RECEPTACLE OUTLET I I I I 1 g- QUADRUPLEX RECEPTACLE I FLOOR RECEPTACLE STEP LIGHTS TO BE RECESSED IN STONE WALL. K TELEPHONE LOCATION AND DUATITY TBD j b TELEPHONE/DATA II wP i Q TELEVISION 1 I ® EXHAUST FAN 1 j Or THERMOSTAT II \N\ //� II m 1 11 (9 SMOKE DETECTOR w' I I (B CARBON MONOXIDE DETECTOR I I --———— ___ x HEAT DETECTOR - ti o L ❑T FIRE ALARM HORN KITCHEN _ LT T 0 DOORBELL I I 11 SPEAKER O E EQ E0. EO. \ I I I I I I II J— L / r— L-J-1—LJLJ�JJ�,, / fr _� C7_T _LJ TNOTLEow11mycell TS WILL BE ON DIMMERS,UNLESS OTHERWISENOTED wv LIVING 1 NEr O ROOM eoennON rco I _ _SCREENED_ _ DINING — � I RM i �rrnnwxc onlxm I — — FAN POR¢H — 1 �~ — onnw 1 —` — OB LOCnTION Teo 1 �Nw �? / \ 110 " ca I Up Ix o I \ _ L J eve, o F -L m OT E II NET II ovEN avcNll L____— ____ --__ _———_ _ —I+ X % wAsxcN omeN POWDER I I Iii II — —�I 11 TN / ROOM TO 16 I S 7 ----- i � `�I TR�ADS�01 CH II i r I � 11 \ r---- ----711 jo 11 L— _____ J m FOYER _ II --- qp PIN LIGHT IP® i— LTo um r�aov R �1_.__H�H_ T—rT LIBRARY T- -1 I�' T EAbS 6 16, H ---_ l U 117 RISE 5 6 7 ' 1 1 1 MUDROOM I I I I I I i L r------- —— _ — r J I L_---------------� DS N N PO N H WW W oO 01 FIRST FLOOR PLAN U .a rl w H. ELECTRICAL LEGEND � Q 10 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE • WATERPROOF RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE c4 ® UNDER CABINET STRIP LIGHT 19 INTERCOM $ SWITCH o % DIMMER SWITCH 0 $1 3-WAY SWITCH $�c 3-WAY DIMMER SWITCH DOOR OPERATED SWITCH 1 ID= DUPLEX RECEPTACLE (-wr WATERPROOF DUPLEX RECEPTACLE SWITCHED DUPLEX RECEPTACLE OUTLET, ONE SIDE ONLY (mac r.i. GROUNDED FAULT RECEPTACLE OUTLET (gr QUADRUPLEX RECEPTACLE FLOOR RECEPTACLE p TELEPHONE I IC TELEPHONE/DATA TELEVISION HARDWIRE ________ WALL MOUNTED /� -----�� Q EXHAUST FAN F TOWEL WARMER. / LOCATION TBD. // \� OO THERMOSTAT r (9 SMOKE DETECTOR I (B CARBON MONOXIDE DETECTOR L ------_J HEAT DETECTOR FIRE ALARM HORN I i1 I Wv L _ _ _ _ _ _I_ J EJ DOORBELL II BEDROOM 3 1 III 1 I SPEAKER MASTER III BEDROOM ¢� 1 II CHANLER' 1 ROOM NOTE, F ALL LIGHTS WILL BE ON DIMMERS,UNLESS OTHERWISE NOTED. I I I QL II II III I I I41 11 - - .- - .— - - ._ - -- - -- - - LJ 1 r .i I II Ir 1 1 waL J CLi� J1 II 1 MEAT - -- - LJ Ijl BAH 2 BATH 3 WALLMOUNTED J / \ TOWEL WARMER. EQ. Q. ,O I� I I / I LocnnoN TBD j1 �r EQ. EQ. mi _II WALL HARDWIRE MOUNTED OT 1REAb5 TIOTB6) 1N�"# EACH O TOWEL WARMER �r— LOCAN D. N I �I�I ® QU 1 117 RISERS I7h- WIN'S DRESSING ROO FFICE IIIIII 1 11 11 is sw e oeLaw ROOM 1 H LL I+/_\ III __ __ I ---TI III 111 1 ' I I �I I III I I Iz r H ry ry L m YS N W E � I (�\ 01 SECOND FLOOR PLAN 0 - P S I a a u 'C J 4 J u c i a a i v KITCHEN D NEW GAS RANGE NEW GAS DRYER 3/4' FEEDFEED 15f FLOOR (N) GAS RISER W NDRY ROOM PLUMBING NOTES: 1) DO NOT SCALE FROM THIS DRAWING. 6) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT 2) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF MINIMUM: OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. THE TOWN OF SOUTHOLD 7) SPACING BETWEEN CLEAN—OUTS SHALL NOT EXCEED 50'-0" 3) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL 4) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE, 5) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYIMG FOR 9) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. 02 GAS RISER DIAGRAMS Nrs FINAL PAYMENT. I II I I I I 1 I I 1 I I I 1 44"VT.R 1 ''V.T.R T Q RIDGE JIL"V.T.R JIL J'1L r PERMITSET E.G. CEILING BARLOW POND CLAY POINT ROAD,FISHERS ISIPNq NY T 12^ I 1 NEW LAVATORY 2^1 L - - - _ Z"_ NEW LAVATORY L - - - - - - 2' 2 - - 0 MASTER r— — BATH 3 F T — 1112.1 2 112'1 111 4" BATH 2 1117 21 — —1 112"1 a" 1 t2'1 2 1 12" 1112" 4" NEW TOILET NEW LAVATORY ry NEW LAVATORY 7 SPED ARC, NEW SHOWER NEW TOILET NEW TOILET NEW TUB 0o NEW SHOWER k 1 SECOND FLOOR F.F. �TqT 029AQ dOQr 2' 4^ 1112" 12' 2" 4^ 112' T 4" 112" 1112" FOF IN KITCHEN — 1— �- - -r - - - � T L - - - - - - - 112" — 112" 1112" 1112" _ POWDER ROOM — — — — � NEW DW 1 - - � LAUNDRY KINLINRUTHERFURDARCHITEC� 2 1112' NEW SINK NEW LAVATORY 2 NEW WASHER NEW DW NRwwORTK NEEWSTREET, OlS vooe FM c NEW TOILET NEW SINK a F.A. 3. 9" FIRST FLOOR F.F. 111 2' 2" 2" C.O. r 4' L — — _ " T — , 4" TO SEPTIC, SEE FUTURE BATH 1112" 2"1 1112" � ATTACHED SITE AND 3 NEW LAVATORY SEPTIC DWG PLUMBING AND GA.. NEW TOILET DIAGRAMS NEW TUB POMP of o i NEW BASEMENT 1112 T 4 IDD 01 PLUMBING RISER DIAGRAMS NISPROJECT: 149 P_I SHEET: N/A I w STRUCTURALLEGEND: 01 01 01 A203 � A y 213 21 FOOTING j O1 01 y 403 40 FOUNDATION WALL N a X P7-- INDICATES LOCATION OF COLUMN/POST 'v D NOTES: SEE ENGINEERS 5101 FOR SHEARWALL AND HOEDOWN SPECS. +'—o' x 4'-0" FOOTING ON CONCRETE PROPERTIES: POST AND BEAM SEAT 51'�B}f2" FOOTING AND FOUNDATION3000PSWALL CONCRETE SHALL ACHVE 3000 PSI, 20 DAY COMPRESSIVE STRENGTH AND 17'-B}Z" ifi' 3Y2" 17'-By2" SHALL HAVE BS AIR ENTRAINMENT WHERE EXPOSED TO WEATHER 17'-8y2" ts'-13Y2" 2'-0" 2'-5',. 0'—pNz" 2'-5" 1'-10" FOOTING NOTE: 12" OF CRUSHED STONE LA," AND 3'A" MIXED) ELEV. 15--77j" 1,-2 1'-2�" WOULD BE PIACD UNDER All DUNDATON AND OTINGS ABOVE SEA LEVEL /- o THE CRUSH D RNAL STONE WOULD BE PIACD IN _ o o fi' LIFTS, AND COMPACTED BETWEEN LIFTS AS WELL AS AFTER THE FINAL UFT. ELEV. 15'P7 ' —o' h ABovE sEA / \ ;q ELEV 1s'—o" ELEV. I5'-77 " _ _ — _ - ��/ TIMBER FRAMING NOTES: ABOVE SEA LEVEL ABOVE SEA LEVEL M J ELEV 15-77 1. ALL TIMBER TS BE DOUGLAS ) N0. 2 OR –b– — BETTER (POSTS AND RAFTERS) 1n 1 ABOVE SEA LEVEL 2 ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: 'n 14'-11y" Fb= 2600 Pe ❑ iv ❑ 14 11Yq 4 Fr 85 p Ii n 3. ALL POSTS TO BE (2) 2% WALL WIDTH ELEV. 18'-O" I m 4' 0" 4' 0' MIN., UNLESS NOTED OTHERWISE ABOVE SEA LEVEL " Is' ny4" n' 10" Is'—nY4" 3'-5Y4 - 2'-5�4 13'-11y4" 1 '-ity4" 2'70" 15' 10" 2'-IO �. LLE . 15'-7Ye' it ABOVE SEA LEVEL ❑ a Q SHEARWALL ABOVE (SEE ENGINEER'S SHEARWALL FRAMING PLAN FOR DETAILS) I C� - - ._—_ - - — _— - m m e. - _— - - - - • V__ _ - -- - - - - - 1\H/~ m ELEV. 15'-77/,"ELEV. 15'-7T •' f TOP OF 4" SLAB f ABOVE SEA LEVEL 01 Oi ABOVE SEA LEVEL ELEV. 1 -11%3" 01 O1 A211 A401 ❑ a ABOVE EA LEVEL A401 A211 PERMIT SET I I N \ - - - - - - - X M M� Fl M] d' X 4'-D' F OTING n 3'-0" % 3'-0' FOOTING ELEV. 18'-D" B 2" CEMERED 0 POST I CENTERED ON POST i6-11y4' s ABOVE SEA LEVEL M s BARLOW POND 12' 11Y4" , 10. 14'-4" 1. 3'-0• 13,_5y+" CfAY PoIM ROAD,FISHERS ISIANO,NY `.0 ❑ � ❑ o I o o I N III ELEV. 15'-7%° ABOVE SEA LEV L ts'-tt3/a" 1 ARCM 2• p• z-ail" 2' 0" 1 '-10Yq" � I 22'-Z%' �[ n •� 17'-10y4" ELEV. 15'-77 " lP 20 •4,E PL j ABOVE SEA LEVEL 029413 y(j FOF ME o 3'-0" % 3'-0' FOOTING ON PO AND BEAM SEAT _N y KINLIN RUTHERFURD ARCHITEC !�• N 330 WEST 313TH STREET,SUITE 1006 TEL- – –_ NEW YORH,NEW YORK 30019 FAL 3 ELEV. 15-77/8" L �n I — — — N — — �— — ABOVE SEA LEVEL 41 4 ELEV. 15'-7T " ELEV. 15'-7T "— ABOVE SEA LEVEL ABOVE SEA LEVEL 17'-B}!2" is' 3�" 17'-B)2" n { V FOOTING PLAN A40 A402 0 01 I n 5 A213 A212 01 FOOTING PLAN �+ �1 01 01 A 01®1 v4 t' 0 J—J PROJECT: 149 SHEET: N/A U .a .7 a STRUCTURAL LEGEND: 01 01 oA 0 A203 v A213 21 01 p1 I F FOOTING E FOUNDATION WALL R I INDICATES LOCATION OF ,N. ❑ COLUMN/POST ® I NOTES: SEE ENGINEERS 5101 FOR SHEA 65'-11}4" RWALL AND HOLOOWN SPECS. 8'-8" CONCRETE PROPERTIES: 15-434 50'Jfiy2" FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIVE 3000 PSI, 15'-4 2B DAY COMPRESSIVE STRENGTH AND 4" 16'-6x2" 1T 5y" 16'-6]C2" 6•_6• SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER 15-44" 16'-6x2" 17'-5Y2" P-4/2" 2--5• e'-]%" 2'-5"' ,'-5x2' 6•_6" !12' OTING NO2STONE (lY,' OF CRUSHEDAND ):' MI%ED)_ _ LD BE PLACEFOUNOAPONELEV. 2¢'-9%6" INTERNAL FOELEV, 2¢'-4Y" p CRUSHED STBE PLICED INABOVE SEE LEVEL ELEV. 24'-9�" / \ FTS. AND COWEEN LIFTSABOVE SEE LEVEL ELL AS AFTELIFE ABOVE SEE LEVEL m^ z'-10%" 1n• s'-10 " 1 „ ._11 L J / ELEV 24'-9% N 0 0 — — — — — — — — ° i0^ \ TIMBER FRAMING NOTES: tD" ry — — — — — — _ _ — — ABOVE SEE LEVEL I 1. ALL UMBER BE DOUGLASN0, 2 OR ° I BETTER (POSTS 15 AND RAFTERS)) -- -- 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. o KI PROPERTIES: Fh= 2600 pel Fr- 285 pel — I N 3. ALL P09ffi PW BE (2) 2% WALL WIDTH MIN., UNLESS NOTED OTHERWISE ELEV. 24'-4Y2 I ,,,� o LEV 24'-9T/e" I -I N I ABOVE SEE LEVEL I N AB VE SEE LEVEL MI ABOVE 10" I I BACK TO BACK RUMFORD i n I 113/41, PROVIDE CLEW-OUT AND AIR VENT I r N I HEARTH ABOVE x4 10" HEARTH PROVE N o 4 I r SHEARWALL ABOVE III • (SEE ENGINEER'S ELEV 24'-9/„ SHEARWALL FRAMING PLAN ABOVE ELEV24'-4)/2" I No �\ EVEL FOR DETAILS) ABOVE SEE L - - - -I - - I - I— - - - -I-H - r - -- - I }{ -" - - - -- - - - - - - - - II I I I I I I I �J Az11 A4a1 oI o1 01 I 3- e° I I I A4o1 A2, 1 o I , " AIN " ELEV 24'- ]%" ELEV 24'-9� ^ I ELEV. 24'-4Y2" < I n ABOVE SEE LEVEL (2" MIN ABOVE GRADE) TABOVE SEE LEVEL 3 ABOVE SEE LE EL I MENT ENTRY 71 I •, ABE o n INSTALL RILCO PERMENIRY — CENTERED BETWEENm WNOOWS ABOVE. L — SIZE TO BE V.I.F.- - 133/4' - - - - - - - - - - - - - � ,D•' 2, 101/811 ,n• s'-,o�/+" , " 13'e' 1 - - - - � — � �-- � X - - - - - - - -I ELEV. 24'-4Y2° a I I F ABOVE SEE LEVEL J I I 1a ELEV. 22 WINDOW SILL I -II I I ELEV24'-3%" I . I BEAM POCKET ,31A ELEV 22'- ELEV. 24'-9 " '. WINDOW SILL e — — — — — — — — ABOVE SEE LEVEL ELEV 24'_9 " ,D• v v L - - - - - - - J - o N ABOVE SEE LEVEL ELEV 24'-91/g 2" WALL OVE HANG — — — ELEV. 24'-9%6" — — — — — — — — — — — — — 2" WALL OVERHANG ABOVE SEE LEVEL ABOVE SEE LEVEL 3'-6' .1,-97A, 3•_6• 3'-11�. 15'-43/4" 16'-6)/2" 17' 225)/2" 16'-6Y2" DASHED LINE INDICATES THE OUTSIDE EDGE OF WALL FRAMING ABOVE V 15'-44' 50. 0/2" N / N 65'-11)/4" y F A403 A402 01 01 m c� A213 A212 01 FOUNDATION PLAN 0 01 01 A 01 A201 V4"=t'-D• I I .4 .a STRUCTURAL LEGEND: 01 01 A 01/A203 213 21 ® FOOTING F-1 qqq� O1 01 � 403 40 FOUNDATION WALL INDICATES LOCATION OF PPP444 x COLUMN/POST NOTES: SEE ENGINEERS 5101 FOR SHEARWALL AND HLIDOWN SPECS. CONCRETE PROPERTIES: FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIVE 3000 PSI, 26 DAY COMPRESSIVE STRENGTH AND SHALL HAVE fix AIR ENTRAINMENT WHERE EXPOSED TO WEATHER FOOTING NOTE: 12" OF CRUSHED STONE (1Y� AND �y" MIXED) (2)14',x11:]" LVL WOULD BE PLACED UNDER ALL FOUNDATION AND INTERNAL OTNGS. ST THE CRUSHED STONE AND COTWOULDDBE PLACED IN PT 2X12 LEDGER (2)1-x11;L" LUL (2)1Y,x111{" LVL AS WE L AS AFTERPTHEEFINAL UF'. UM PT 2X12 RIM JOIST (271 ,X11 LVL TIMBER FRAMING NOTES: 1. ALL TMBER TO BE DOUGLAS MR NO. 2 OR _ BETTER (POSTS AND RAFTERS) 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. II II PROPERTIES' Fb= 2600 psl FY- 285 pei E =19X,0' psi 3 ALL POSTS TO BE (2) 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE —(2)1X'xil%x LVL PT 2%12 RIM JOIST N (1) PT 2: 12 —(4) 2%4 POST (1)14mX11T.6" LVL 0 a o N a 0 PT 2%12 016" O.C. 2Ni X11%" TJ121(i TJM2ID Hi 2P,6" TJ1-210 O — — 016' O.C. 0— 16"fi' O.C. — — — — — 016' O.0 — — — — — — — — — (1) PT 2%12 (1)1#"xll%' LVL O1 O1 L_ J (2)144x,1T6" LVL Al O1 01 A211 A401 (1) PT 2 12 (3) 2%6 POST (1 J14'ix1 P.(" LVL (4)18,x16" LVL (3)14:"X113i" TW A401 A211 PERMIT SET 09.10.12 a x i a o (2)1'Yi X11iL" LVL 3 (2)1%"00 * LVL2j,rx„TA VL 2„%"x„%” LVL 0 BARLOW POND (5) 2%6 POST 3 CI-AY POINT ROgp,Fl6HEPS ISLAND,NY Ffl IF] N HSS 4"%4"% Y." COLUMN (2) 2%4 POSE PT 2X12 RIM JOIST (3) 2%4 POST �E��pA CyvAcX` PT 2%12 LEDGER GZ (2)1-X"x1$5' LVL (5)1�"xiB' LVL r (z)14'i"xn%' LVL (2)141.1 P6" LVL (z)I'%xII?{" LVL pq ppaA� yp`Z. IF OF NEA (2) 2X4 POST SEE MANUFACTURER SPECIHCATONB FOR c `RUE ER AND ATTLOAD KINLIN RUTHERFURD ARCHITECTS, PLLC BEARING WALLS AND POSTS. (TYPICAL) — — 330 WESi3HRISTREET,SURE 1006 TEL (2=)695-29813 NEW YORK,NEW YORK SOOSB FAX (7]5)562-1]36 (2)18,"v11 ' LVL 2" WALL OVERHANG 2" WALL OVERHANG (z)+8i xni5' LVL (zp4;•x11;6' LVL m � I N N IST FLOOR DO A403 A402 of o, FRAMING PLAN 01 FIRST FLOOR FRAMING PLAN I „4 S-111 A21 A212 A 01 01 0l A2o1 PROJECT: 149 SHEET: N/A I a a STRUCTURAL LEGEND: pi Oi A 01 A203 — 213 21 FOOTING I O1 O1 A403 40 FOUNDATION WALL Oi INDICATES LOCATION OF X COLUMN/POST N O N NOTES: SEE ENGINEERS 5101 FOR SHEARWALL AND HOLDOWN SPECS CONCRETE PROPERTIES: FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIVE 3000 PSI. 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER (1) 2)(i%Hifi' TJI.210 ots D.c FOOTING NOTE: (1)16•x116' LVL 12" OF CRUSHED STONE (1)j' AND ND TION (1) 21(."%11$" TJ[-21 (1) 2Y."X116' TJI.210 WOULD BE ALICEO UNDER ALL FOUNDATION 016" O.C. 16' O.C. MIO INTERNAL FOOTINGS O THE CRUSHED STONE WOULD BE PLACED IN (1)181 x116' LV, (1)16x116 LVL B' LIFTS. AND COMPACTED BETWEEN LIFTS AS WELL AS AFTER THE FINAL LFT. K 11 11 11 11 11 11 Al (1)16"xn6" LVL (2)18;'.116• LVL (2)1-%mx117/" LW--- TIMBER FRAMING NOTES: LVL (2)16'.11%6' LVL (2)N'ivt16' 1. ALL TIMBER TO BE DOUGLAS MR NO 2 OR BETTER (POSTS AND RAFTERS) (5) 2x8 POST 2. ALL LVL'S TO HAVE THE FOLLOWING MIN PROPERTIES: Fb= 2600 psi (2)181 x116' LVL (2) 2%fi POST (3)1 ,:116' LVL ABOVE WINDOWS AND DOORS (2) 2X8 POST Fr- 285 psi E -1.9x10• p.i (2)16.•x116• LVL 3. ALL POSTS TO BE (2) 2x WALL WIDTH (2)8$'x116" LVL (5) 2X6 POST MIN., UNLESS NOTED OTHERWISE (2)16"x11%" LVL (3) 2x4 POST .7 (2)16 x116" LVL (2)16 x11:1 LVL N O aa O (a)16'x116" LVL (2)16"x116• LVL— (2)16•x116' LVL (4)16•x116' LVL (1)16'x116" LVL 0 P "� TJI.360 2)(."X11% " TJ'210 2$z$116' TJI.210_— OD.C. _— — _ _ 016' O.0 — — —_. — 016 O.C._ _ _ 4)16•06" LVL (2) US POST 01 01 (zN6'xn6• LVL (7)16'x18" LVL (4) 16"xn%' LVL 01 O1 A211 A401 (2)16111%6" LVL (5) zx4 POST 2N.011x6, DC ztD PERMIT SET ^(2)16'x116' LVL (2„61„6' LVL BARLOW POND (2)13',"x11.{" LVL GUY POINT ROA.RSHERS ISLAND,NY (2)13:'x116' LVL (5) 2%6 POSTS (3)18{x1174^ LVL 6x6 POST OR (7) 2X4 POST (1)1341116" LVL (a) 2%6 POST ARO/xi (3) 2%6 POST (4)181 xt 16" LVL (3j zx4 POST (3)18,'x11;{' LVL — —(3)133 x11.{" LVL r 029A¢ o lF OF NES� (2)16'x11%6" LVL (2)133'x116' LVL —(2)13:'x."16" LVL 1 (4) 2x4 POST 2)133"x11%6" LVL (2)13:"x116" LVL _ KINLIN RUTHERFURD ARCHITELI SEE MANUFACTURER SPECIFICATIONS FOR STRENGTHENING TJI AT (2)16x116 LVL (3) 2%6 POST (2)16'x116' LVL 330 WEST 30TH STREEL SHITE 1008 TEL CANTILEVER AND AT LOAD NEW YORK,NEW YORIt 1001A A} BEARING WALLS AND POSTS. (TYPICAL) (2)16^x117A' LVL (2)133^x11%6" LVL x116' :77— k L--LL—nLn--iL--iL LVL (1)16^x116' LVL (1) 2A."X 116" TJI•210 (1)16"x116^ LVL (1) 2H."x116' TJI•210 O16, O.C. (1) 2N."x116" TJI•210 016' O.C. (2)84."x116' LVL OIs' O.C. ABOVE WINDOWS AND DOOR N 2ND FLOOR A403 A402 FRAMING PLAN w 01 01 I A21,3 A21 z 01 SECOND FLOOR FRAMING PLAN S 01 01 A 01 A201 v o PROJECT: 149 SHEET: WA U STRUCTURALLEGENO: H w A FOOTING FOUNDATION WALL N INDICATES LOCATION OF X COLUMN/POST ® I NOTES: SEE ENGINEERS 5101 FOR SHEARWALL AND HOLOOWN SPECS. CONCRETE PROPERTIES: FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIVE 3000 PSI, 2B DAY COMPRESGIVE STRENGTH AND SHALL HAVE fiS AIR ENTRAINMENT WHERE EXPOSED TO WEATHER (3)2X10 HEADER SUPPORT RIDGE RAFTER ON HEADER FOOTING NOTE: (3)2X10 HEADER 12" OF CRUSHED STONE (1$" AND B'v" MIXED) SUPPORT RIDGE RAFTER ON (3)1):"x11T,(," LVL (3)191 x11?1i" LVL HEADER WOULD BE PLACED UNDER ALL FOUNDATION AND INTERNAL FOOTINGS. (3)2%4 POSE THE CRUSHED STONE WOULD TW PLACED IN (4) 2%4 POST 8" LIFTS, AND COMPACTED BETWF_ E AS WELL AS AFTER THE FINAL LIFT. FTS Nig. 1136, LVL (3)2X1D HEADER TIMBER FRAMING NOTES: _ 1. ALL TMBER TO BE DOUGLAS AR ND. 2 OR BETTER (POSTS AND RAFTERS) (3)13:"xi P�" LVL tX 12 RAFTERS O 16" OC 2X12 RAFTERS O 16' 2 12 RAFTERS O 16" O.C. 2. ALL LVL'S TO HAVE THE FOLLOWING MIN. PROPERTIES: - Fb= 2600 pet Fw 2I Y, 1185 pel _ E =1 9XIP psi _ 3. ALL POSTS TO BE (2j 2X WALL WIDTH MIN., UNLESS NOTED OTHERWISE ti (3)131 x11%' LVL d 0 _ e o N � O Q N FRAME INTO TRIPLE LVL BELOW. .2 — (3) 2X4 POST O POST UP TO CARRY RIDGE RAFTER DOUBLE UP ROOF RAFTERS AND X COLING JOIST BEFORE VALLEY RAFTER FRAMES IN O X DNG CEILING JOIST BEFORE VALLEY Q) Q) m B EEN DUEL ROO DOUBLE UP ROOF RAFTERS AND B RAFTER FRAMES IN Q 1 Q) SUPPORT UPPER RIDGE BEAM ON LOWER o Aq O1 AZ1 ) RIDGE BEAM WITH MIN. (2) 2X POSTS PERMIT SET 09.10.72 N (2)1 i x11 " LVL MAIN OOF I DOE 5 (3)13'v"x1t?5' LVL 'e 2X12 RAFTERS O 16' O.C. (3)13ixll$" LVL BARLOW POND CLAY POINT ROAD,FlSHFAS ISLAND,NY ILINGOUFTO — (3) 2X4 POST DOUBLE UP ROOF RAFTERS AND BET EN OUBL ROO RS COLING JOIST BEFORE VALLEY RAFTER FRAMES IN ] — ti 0 SLED AIR 0 DOUBLE ROOF RAPIERS AND C?� JpE Ki i (3)13'ix112F' LVL RALE ING JOI�ES NORE VALLEY Z 2X RAFTERS o (3)1Y;"x1136' LVL tiD 029 A,• pQ3r 2 1 RAFTERS O 16' O.0 _ FOF NO�y 3V L RID (3)2X4 POST 2X12 RAFTERS O 16" 0.;. 112 RAFTERS O 16' 0 C KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(2U)69S29B6 (3)2X4 POST W(M2X4 NEW YORK,NEW YORK 10018 FAC(77515821736 (3)13;iiia{" LVL (3)13'x:112,{' LVL SUPPORT RIDGE RAFTER ON SUPPORT ROGER RAFTERDERON HEADER HEADER C rt N N I~ ROOF FRFAMING PLAN W � I 01 ROOFFRAMING PLAN S-113 PROJECT: 149 SHEET: N/A I I