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Home My WebLink About35700-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 5/9/2012 CERTIFICATE OF OCCUPANCY No: 35588 Date: 5/9/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL NEW CONSTRUCTION Ocean View Ave, Fishers Island, Sec/Block/Lot: 9.-11-4 Filed Map No. conforms substantially to the Application for Building Permit heretofore 5/20/2010 pursuant to which Building Permit No. 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 two car garage under, deck, second floor balcony and patio as applied for. Lot No. filed in this officed dated 35700 dated 7/13/2010 The certificate is issued to Anthony & Mary Hobson (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/23/12 R10-07-0131 2/10/12 35700 2/15/12 Glenn Gello ~ A~l~r~ed Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35700 Z Date JULY 13, 2010 Permission is hereby granted to: A & M HOBSON OCEAN VIEW AVE FISHERS ISLAND,NY for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH MULTIPLE PORCHES AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 009 pursuant to application dated MAY Building Inspector to expire on JANUARY OCEAN VIEW AVE FISHERS ISLAND Block 0011 Lot No. 004 20, 2010 and approved by the 13, 2012. Fee $ 3,132.40 ORIGINAL Rev. 5/8/02 TO~VN OF SOUTHOLD LqLDINC. DEeaRTMENTTowN HALL 765-1802 L. APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or imk and suNnitted to the Building Department with the following: A. For uew building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unnsual natural or topographic fizatures. 2. Final Approval from Ilealtb Dept. of water supply and sewerage-disposal (S-9 form) 3. Approval of electrical installation fi'om Board of Fire Underwriters 4. Sworn statement fi'om plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Connnercial 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: ]. Accurate smwey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by lhe applicant. If a Certificate of Occupancy ~s deuied, the Building Inspector shall state thc reasons therefor in writing Io the applicant C. Fees ~ 2~qD,''9 1. Certificate of Occupancy - New dwelling $.2~, Additio ~s to dwelling $2500, Alterations to dwelling $25.00, Swimming ponl $25.00, Accessory building $25.00, Additions to accessnry building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporal y Certificate of Occupancy - Residential $ [ 5.00, Connncrcial $ 1500 New Construction: V ()Id or Pre-existing Building: {check one) House No. Street Suffolk Connt5 lax Map No 1000, Section 0 0 ~ Bock Hamlet Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~,town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anthony & Mary Hobson Address: Ocean View Ave City: Fishers Island St: NY Zip: 63912 Building Permit #: 35700 Section: 9 Block: 11 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting LicenseNo: 4798-me SITE DETAILS Office Use Only Residential I~ Ind°°r ~ Basement ~ Service Only I~] Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 400a underoround service, 3-exhaust fans, 4-paddle fans Ceiling Fixtures Wall Fixtures Recessed Fixtures Fluorescent Fixture [~ Emergency Fixtures~ Exit Fixtures HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: Inspector Signature: Date: Feb 15 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX'728 TOWN HALL $OUTHOLD, N.Y. 11971 CERTI FICATION TEL. 765-1802 Building Permit No. ~ · (pleas~ print) (please print) Date i certify that the solder used contains less than 2/10 of 1% lead. in the water supply sYstem (plumber ' s signature) Sworn to before me this Notary ' Public ~ · ~LC~ ~ ~ ' ~tary Public __County KARLA S. HEATH PUBLIC, STATE. OF NEW YORK NO. 01HE6222563 ED IN SUFFOLK COUNTY .~ .;~'"~N EXPIRES 05/24/2014 Nay 08 2012 13:25 HP Faxfl UtJllty Co 631 788 7798 page 2 s/8/2o12 To: Gary Fish From: Bob Wall Gary, The following items have been cleaned op at the Hobson new dwelling BP Permit # 35700. 1. Basement ceiling insulated. 2. Fire door installed garage. 3. Fire Collar installed around vent pipe in garage. 4. Garage fire caulk finished. 5, Basement door weather stripping completed. 6. Fire Place doors installed livini~ mom. 7. Fire Place screen on porch installed. 8. West end exterior steps installed. (2 risers) 9, Outdoor railings installed. 10. Dryer vent solid pipe Installed. FOUNDATION (IS'I) FOUNDATION (2,ND) · ROUGH FRAMING & / INSULATION PER BI. Y. ' ' STATE ENERGY' CODE ADDITIONAL CO1V!B~NT$ . TOWN OF :~QI~I~tOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold] Examined ~e~ t~ ,20 /O Approved '7-- /~ ,20 /O Expiration 'f PERMIT NO. }JAY 2 0 2010 BLDG. DEPI. ]'OWN OF SOUTHOLD Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: ~LICATION FOR BUILDING PERMIT Date INSTRUCTIONS Mail to: Phone: ,20 I0 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 atter 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 oftbe 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. F occ [5. (Signature of applicant or name, ifa corporation) K,~hh g,drl~r~-,~ ~;~t~, ?'ccc- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Archi c - Nameofownerofpremises k~q~o~ ~. tt/~ 1~4a-wl~} 6. htMo$or~ (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block II Lot ~f Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Siv~4/~ F-ttvhi [u Nature of work (check which applicable): New Building_ ~/' Repair Removal Demolition Addition Other Work Estimated Cost & I, 000 ~ 000 Fee If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Nt/h Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front &'~ L (~" Rear g'l t (~" Depth Height .~O L 0 ~//,~" Number of Stories Z 9. Size oflot: Front ~110' Rear /~ ~ ' Depth ,~aO ' 10. Date of Purchase /~.~tq~ 200S Name ofFormer Owner ~[beodoro- T~. 11. Zone or use district in which premises are situated .~e s i d~t-h~_ I (/{ - $ 0) ! 2. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ,/ 13. Will lot be re-graded? YES ~ NO __ Will excess fill be removed from premises? YES NO '/ 14. Names of Owner of premises g~u, 1,4ttr~ }b bsoel Address~n,in~. ~# 4S2oZ Phone No. (~P~)-Ht[ ~ qt at, g NameofArchitect fir~rt b. P./nlinJ ' Address ~.~t ~l~a, ~g¥ PhoneNo (z-lz)toqs-aq~g Name of Contractor '-r'~t) Address ' ' - t°mSPhone No. ' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 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 v/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO ~./ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) cou T OWeW ?,,d,:.s)s: ~v'uCt '0. KI'FII(FI being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ~0He is the A OeVl"~' (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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to_before me this Notary Public Signature of Applicant Notary Public. State of New York NO. 01R06131480 Ouallfle~ iff New ¥orkCauntv MY Commission Expires ~]l /~fl.I Town H~dl Axmex 54375 Main Road P.O. Box I179 Sou&old, NY 11971-0959 Telephone (631) 765-1802 · ax (631) 765- 5 2 ro.qer, nchert(~,~own.sout~So(~d, ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~O Date: --y, Company Name: 7--. '~---~-- ('/'~/'~r-'~'-~-¢A~'J~*"~41' /~"'~' Name: ~e.~ ~. ~.~,'~ ' License No.: Hq~- m~ Address: ~. O, ~ ~ ~(~%¢.~¢ ~~, JOBSITE INFORMATION: (*Indicates required information) *Address: ~,,,~ ~ '~. a *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: OO ~' Block: // Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed} Y~ES/ NO NO Final 82-Request for Inspection Form ak' ~,, *Service Size: 1 Phase 3Phase 100 150 200 300 350 (~ Other *New Service: Re-connect u~--~gmun~ Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Kinlin Rutherfurd Architects PLLC 330 West 38~ Street, Suite 1006 New York, NY 10018 212,695.2988 775.582.1756 fax May 12, 2010 Michael J. Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, We are please to submit this application for the Hobson House, on Fishers Island, NY. Enclosed for your revision are 4_sets of Architectural drawings prepared by KRA, i stamped Wood S_hearwall Framin~ Plan prepared by CME, I stamped Site Development plan prepared by CME, the _REScheck, Compliance Certificate and also a bla~k check to cover the required fees. Suffolk County Department of Health Services Permit #R10-07-0131. 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 www.kinlinruthedurd.com Page I of I Kinlin Rutherfurd Architects 330 West 38'~ Street, Suite 1006 New York, NY 10018 212.695.2988 775.582~1736 fax June 1,2010 Michael J. Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, Enclosed please find the new stamped a~oproved plan from the Health ,Department and the accordingly revised site plan prepared by CME Associates for the Hobson House on Fishers Island. Suffolk County Department of Health Services Permit #R10-07-0131. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, Bruce D. Kinlin, AIA JUN - 2 2010 BLD6 DEPf. TOWN OF SOUTHOL[I www.kinlinrutherfurd.com Page I of i Page 1 of I Gillen, George From: Bruce Kinlin [Bruce@kinlinrutherfurd.com] Sent: Friday, June 11, 2010 11:38 AM To: Gillen, George Subject: Hobson permit application George, Thanks for the calls; I have been out of the office for a couple of days at job sites and unable to reply until today. Responses to your questions: 1: Design criteria: Design is for a 120 MPH wind, with an exposure factor of "factor C" 45 lb ground snow load Sleeping rooms: 39 Ib/sq ft live load All other areas: 40 Ib/sq ft live load 2:2 means of egress in basement It is our understanding that the stair to the first floor is .one egress, and the doors from the garage are a second egress. /V ~ ~ .--v~'~c.c4~ ~.,_....¢~,;~.~¢4~J-,.~.-c~ .~_.~,,~-,~.~_ ) ~,.~,.%f-..~ ~,~_ ~,-/~.~.~ k, 3: ~proof of legal subdivision. Lot 100'0~009-11-4 is a lot created by deed on or before December 1, 1971. Since its creation It has never been merged or part of any adjoining parcel. Discussions as to its legal building status were confirmed with Michael Verity in talks with the owner's attorney: Steven Ham, at the time of purchase. I appreciate your time, and would be happy to discuss further if necessary. ~ -~t~, ~© g- L(- Best, Bruce Bruce D. Kinlin, AIA Kinlin Rutherfurd Architects, PLLC 330 West 38th Street, Suile 1006 New York, NY 10018 T: 212.695.2988 F: 775.582.1736 www kinlinruther thrd.com 6/25/2010 Kinlin Rutherfurd Architects PLLC 330 West 38th Street, Suite 1006 New York, NY 100~-8 2:1.2.695.2988 July 8, 2010 George Gillen Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear George, Thank you for your help reviewing our application for a permit for a house to be built on Ocean view Avenue, fishers Island NY, tax map #: 1000-009-11-4. This is the design criteria information requested. I have also added these notes to both of the revised drawings I am sending you: AIO0 and S102. Design criteria: Seismic Design: Category B 45 lb ground snow Icad Sleeping rooms: 30 Ib/sq ft live Icad, all other areas: 40 Ib/sq ft live Icad Weathering: Severe Frost depth: 36" Termites: normal to heavy Decay: S-M Design temp: 11 The house will have an ice shield underlayment The property is not in a Flood hazard. Aisc, the revised drawings show a code compliant secondary means of egress that we have added to the house in the basement. It is shown in plan and a detail of the foundation wall section is shown as well. Thank you again for you r help with this. The client would like to begin construction as soon as possible. Could you please let us know when the permit is approved, so that I can instruct them to begin. Sincerely, Bruce D. Kinlin, AIA www.kinlinrutherfurd.com Page i of I Page 1 of 1 Gillen, George From: Bruce Kinlin [Bruce@kinlinrutherfurd.com] Sent: Thursday, July 08, 2010 10:47 AM To: Gillen, George Cc: Lily Rutherfurd; Flavia Subject: Hobson house permit application George, Attached is a letter and PDF images of two revised drawings for our permit application for the property on Ocean View Avenue, tax map 1000-009-11-4 Our office is sending originals right away. Thank you. Bruoe Bruce D. Kinlin, AIA Kinlin Rutherfurd Architects, PLLC 330 West 38th Street, Suite 1006 New York, NY 10018 T: 212.695.2988 F: 775.582.1736 www.kinlinrutheffurd.com 7/12/2010 Nay 08 2012 13:25 HP Faxfi UtJtity Co 631 788 7798 page 1 Fishers Island Utilily Company P.O. Drawer E Fishers Island, NY 06390 631 788 7251 Date 5/8/2012 TO: GaryFish 631 ?~9502 Bob Wall From: FAX # 631 788 7798 Subject Hobson BP # 35700 Number of pages including this one 2 MAY - 8 2012 BLDG. DEPT. IOW~ OF SOUTHO[D Z & S CONTRACTING, INC. BOX 202 · FISHERS ISLAND, NEW YORK 06390 Tel: (631) 788-7857 · Fax: (631) 788-5600 March 5, 2012 Town of Southold, Building Dept. P. O. Box 1179 Southold, NY 11971-0959 Dear Connie, Please find enclosed the approved Health Dept. plans for the Hobson residence, permit #35700. Paul Contillo Z & S Contracting, Inc. TOWN OF SOUTHOLD PROPERTY RECORD CARD Z.~5"l'1 - SUB. ACR. ~ I. ye TYPE OF BUILDING LOT AGE BUILDING CONDITION NEW NaP-JvC, AL BELOW ABOVE FARM Acre Value Per Vclue Acre "qJiJJJllll#~tbC~ !, / ~ '~ · ! ,.~ H .[ /7~ ~ 0 · FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowlcmd DEPTH House Plot BULKHEAD Total DOCK ~' BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL) /~,~ STATUTORY FORM C . THIS IS A LEGALLY BINDING INSTRUMENT. IF NOT FULLY UNDERSTOOD, WE RECOMMEND ALL PARTIES TO TIlE INSTRUMENT CONSULT AN A .T1~OR~EY BEFORE SIGHING. Ik, tweea THEODORE T. OSINSKI, 14S Ea~ Tall Oaka Circle, Palm Beanh Gardene, Florida 33410 party oftbe first par~ and ANTHONYW, HOBSONaedMARYG. IIOB~ON hiswife, 212:East3. Strnet, Siate30~-CIn~lnaafl, party of the second part: WffNE$~T,tl, that the party of thc first pan, in consideration of one dollar and other good and valuable consideration, lawful money of the United Sines, paid by die par~y of the sneond per% does ben:by 8rent and release unto the pa~y of the socond part, the heirs or sneceseo~ and a.uigns fo~ver. ALL the.I conain ploL piece'or pm:el of lend, with the buildings and impmvemenu thereon erected, situate, lying , and bein'~'in.th,.c~.~..~/. SEE SCHEDULE "A" ANNEXED HERETO AND MADE A PART HEREOF BEINO AND INTENDED TO BE THE SAME PREMISES CONVEYED TO THE PARTY OF THE FIRST PART BY DEED DATED October 9, 1973 and reeonled C~ober 23, 1973 in Liber 75 I$ page ]03, TOGETHER with all right, title and intetesL if any of the party of the fu~t pan in and to any s~ets and mad abutting the above described p~mise~ to Oe center lines the~of~ TOGLr't'HER with the appuflenances and all the estate and rights ofthe party of the first pon in and to ~id premi~e~ TO HAVE AND TO HOLD the premises herein Iponted unto the party of the second part, the heirs or ~ucco~or~ and assisns forever. And the party of~e first pmX covenants thru he has nor done or suffered anylhing whereby the said premises have been en~um bemd in any way whatever. AND the patty of the first part/grantor, in compliance with Section 13 ol'tbe Lien Law, covenants that the party of the first pa~grentor will receive Ihe nonsideratio~ for this conveyance and will hokl the right to receive such consideration as n trust fund to be applied first for the purpose ofpayinn the cost of the imptovemeflt and will apply' the same t'u'st to thc payment of the cost of the improvement before using, any part o£the total of the same for any other purpose, The word "party" or #8mnlor' shall be constmnd as if il read "parties" or "l~antors" whenever the sense of this document so requires. IN WITI~F_~$ WHEREOF, th~ party of the fi~t pan has h~eunto set his hand and seal the day and ye~t first above wtitton. In prascoee of; Acknowledgment Outside New York St-re (RPL §309-b) STATE OF FLORIDA ) COUNTY OF ~ ~' ) ss.: On,he 10f~'*dayof ~'~.~ infleynar '~ .be£meme. theundersi~,~-'d. personally appeared THEODORE T. OSINSKI, pe~onally known to me or proved to me on th~ basis of salisfacmry evidence Io be Ihe individual whose name h subscribed to Ihe will,in ins~rumem and acknowledged Io me that he execulnd the same in his cnpociVy, and that by his sisnalute on the inslrumcet, the individual, or the person upon behalf ol'which the individual acled, execumd the laslrument nad tha~ such. individual made such befoee the undersigned in ~ ,~,J~._.~:r, eJ, h_: ~ (signmu~ an~'M:fl'~e o f individual taking ucknowled~mem) B.4RG.41N & ,.~4LE DEED Theodore T. Osinski To Anthony W. Hobson sad Mary G. Hobson Scefion 009.00 ', '" Bloek 11.00 Lot 004.0O County or Town Suffolk Street Address Ocean View Avenue, Fishers Island Return I~ Mail To: Slephen L. Hem Ill, 'Esq. Matthews & Ham, PC 38 Nugent Siruet Southampton, New York i 1968 Reserve This Sim~e For Use Of RKordine Office 357o BUILDING PERMIT EXAMINER CHECKLIST Applicant: Architect/~,~xeer:. ~ SCTM# t 000- ? // ~ Property Address: Subdivision: *Date Submitted: ~ --,,9.._[ 0 Date Reviewed: ~ - ~''' / 0 Estimated Cost: t~ o %, o o o. Zone: /~- ~'a Conforming? ~ . · City: t~'~;~- ~'~re COs? Building Permits (Open/Expired): BP __-Z / C/0 Z- -- , Info: BP -Z / C/0 Z- , Info: BP __ -Z / C/0 Z- , Info: . BP__-Z / C/0 Z- , Info: BP -Z / C/0 Z-__~ Info: $1ngle&Separa~SearchRequir~ed?Yor~Determination:~ ////[' ( o-~-~ q~o3 ooo ~Q.~tSize: (~ ~~CT. LotSize: ~,~) ~,~F~Q. Lot Coy. ~o ACT LtCov ~Q. Front ~a ~A~T. Front ~3 + ~Q Side ~' ACT. Side 3 1 ~ ~Q. Re~ PR~P. Rear ~Q. Height 3~' ACT. Height ~' / '/ ~ R~ ~~~ 7~ Waterfront?Yo~N?J ~ a- ~- ~ ~ ~_ Ify~,water body: Panelg ]~ Flood Zone: ~ Bul~ead/BluffDistance: ..... ADDITIONAL APPROVALS REQUIRED Suffolk County Health'or N- If yes, *Bed#: ~ *Date: °%//,~°~'*Permit#: [~{0-07-~9[.~,! Town Septic:~or ~ - If no, certification required: Y or N Received: Y or N By: ~S DEC: ea~-v~cgmvs Y o~- Date: / / Permit ~: or NJ Letter- Notes: Southold Trustees: Y o~- Date: / / Permit ~: or NJ Letter - Notes: Southold ZBA: Y o~- Date: / /~ Permit g: - Notes: Southold Planning: Y o~ Date: / / Permit ~: - Notes: Town Landmark C of A: Y o~TE: / / *~S CODE Compliance (page 2): Y or N Notes: . . , ~ ~ ~.~~ Fee Structure: Calculation: Foundation: __ ~'l ~t6 SF 1. ( 618-1 First Floor: ~ ~ {o ~- SF Second Floor: ~-o ~c~ SF Other: SF 2. ( SF)- ( Total: ~ ] S I SF + ~itial Fee: + Additional Fee ( ): SF)= SF X $ + Initial Fee: + Additional Fee ( ): / / I ! ! JUN ~¢', 8LDG DEPT. '"- "~x TOWN OF SOUTHOLD , .............. ~, .... .., ~....,.,__ '~'~ ...... h "'.,..X x, 'x I m NOTE by Dept. m mE.milmm .,mu ~'rr_: o~/o4/2olo SHEET 1 OF1 SYSTEU) / / \ LOCAtiON MAP SCALE 1"=400' DATE: 10/15/200; SCALE: 1" = 40' SHEET :iS SHEET REScheck Software Version 4.3.0 Compliance Certificate Project Title: HOBSON Energy Code: 2007 New York Energy Conservation Location: Construction Type: Heating Typo: Glazing Area Percentage: Heating Degree Days: Construction Site: Ocean View Avenue Fishers [sland, NY Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 2O% 5750 Owner/Agent: Compliance: Maximum UA: 1000 Your UA: 999 Designer/Contractor: Bruce Kinlin Kinlin Rutherfurd Architects, PLLC 330 W 38th Street Suite 1006 New York, NY 10003 212 695 2988 info@kinlinrut herfurd.cem MAIN VOLUME CEILING: Flat Ceiling or Scissor Truss SMALL VOLUME CEILING: F~at Ceiling or Scissor Truss DINING ROOM CEILING: Flat Ceiling or Scissor Truss NORTH WALL 1: Wood Frame, 16" D.C. DOUBLE HUNG: Wood Frame:Double Pane with Low-E CASEMENT: Wood Frame:Single Pane NORTH WALL 2: Wood Frame, 16" D.C. DOUBLE HUNG: Wood Frame:Double Pane with Low-E DOOR LITES: Wood Frame:Single Pane SIDE DOOR: G~ass SOUTH WALL 1: Wood Frame, 16" D.C. SCREENED PORCH DOOR: Glass SOUTH WALL 2: Wood Frame, 16" D.C. DOUBLE HUNG: Wood Frame:Double Pane with Low-E LIVING ROOM DOORS: Glass SOUTH WALL 3: Wood Frame, 16'* D.C. DOUBLE HUNG: Wood Frame:Double Pane with Low-E SOUTH WALL 4: Wood Frame, 16" D.C. DOUBLE HUNG: Wood Frame:Double Pane with Low-E SOUTH WALL 5: Wood Frame, 16" D.c. DOUBLE HUNG: Wood Frame:Double Pane with Low-E EAST WALL 1: Wood Frame, 16" D.C. CASEMENT: Wood Frame:Single Pane BACK DOOR: Glass EAST WALL 2: Wood Frame, 16" D.C. CUSTOM DOOR: Glass EAST WALL 3: Wood Frame, 16" D.C. DOUBLE HUNG: Wood Frame:Doubte Pane with Low-E EAST WALL 4: Wood Frame, 16" D.C. DOOR LITE: Wood Frame:Single Pane MUDROOM DOOR: Glass M. BED DOOR: Glass WEST WALL 1: Wood Frame, 16" D.C. 1671 38.0 0.0 50 387 38.0 0.0 12 72 21.0 0.0 3 1105 21.0 0.0 55 100 0.390 39 47 0.380 18 458 21.0 0.0 22 33 0.390 13 23 0.350 8 20 0.350 7 223 21.0 0.0 10 43 0,360 15 707 21.0 0.0 28 137 0.390 53 87 0.350 30 164 21.0 0.0 4 86 0.390 34 116 21.0 0.0 5 20 0.390 8 256 21.0 0.0 11 56 0.390 22 184 21.0 0,0 9 12 0.380 5 20 0.360 7 418 21.0 0.0 22 29 0.350 10 41 21.0 0.0 1 15 0.390 6 320 21.0 0.0 15 12 0.350 4 21 0,350 7 29 0.350 10 35 21.0 0.0 1 Project Title: HOBSON Report date: 05/11/10 Data filename: K:\I-ACTIVE PROJECTS\138-Hobson\ResCheck\138(10)03-02.rck Page I of 3 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Name - Title Signature Date Project Title: HOBSON Report date: 05/11/10 Data filename: K:\I-ACTIVE PROJECTS\138-Hobson\ResCheck\138(10)03-02.rck Page 3 of 3 DOUBLE HUNG: Wood Frame:Double Pane with Low-E WEST WALL 2: Wood Frame, 16" o.c. DOUBLE HUNG: Wood Frame:Double Pane with Low-E CASEMENT: Wood Frame:Single Pane WEST WALL 3: Wood Frame, 16" o.c. GARAGE DOOR: Solid WEST WALL 4: Wood Frame, 16" o.c. DOUBLE HUNG: Wood Frame:Double Pane with Low-E WEST WALL 5: Wood Frame, 16" o.c. DOOR LITE: Wood Frame:Single Pane MAIN ENTRY: Glass WEST WALL 6: Solid Concrete or Masonry:Exterior Insulation BASEMENT NORTH 1: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 7.8' Insulation depth: 7.5' BASEMENT NORTH 2: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 8.0' Insulation depth: 7.8' BASEMENT SOUTH 1: Solid Concrete or Masonry Wall height: 8.8' Depth below grade; 6.6' Insulation depth: 6.4' BASEMENT SOUTH 2: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 6.2' Insulation depth: 8.6' BASEMENT SOUTH 3: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 5.7' Insulation depth: 8.6' BASEMENT SOUTH 4: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 5.1' Insulation depth: 8.6' BASEMENT EAST 1: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 8.5' Insulation depth: 6.3' BASEMENT EAST 2: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 8.2' Insulation depth: 8.6' BASEMENT EAST 3: Solid Concrete or Masoory Wall height: 8.8' Depth below grade: 8.2' Insulation depth: 8.6' BASEMENT WEST 1: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 8.2' Insulation depth: 8.6' BASEMENT WEST 2: Solid Concrete or Masonry Wall height: 6.3' Depth below grade: 5.0' Insulation depth: 6.3' BASEMENT WEST 3: Solid Concrete or Masonry Wa~l height: 8.8' Depth below grade: 8.5' Insulation depth: 8.2' BASEMENT FLOOR: Slab-On-Grade:Unheated Insulation depth: 0.3' MUDROOM/OFFICE FLOOR: Ali-Wood JoistJTruss:Over Unconditioned Space 15 0.390 6 78 21.0 0.0 1 33 0.390 13 35 0.380 13 123 21.0 0.0 6 21 3.000 63 126 21.0 0.0 6 17 0.390 7 320 21.0 0.0 16 12 0.350 4 21 0.350 7 32 0.0 10.0 2 271 0.0 10.0 17 302 0.0 10.0 147 0.0 10.0 158 0.0 10.0 157 0.0 10.0 93 0.0 10.0 114 0.0 10.0 196 0.0 10.0 36 0.0 10.0 36 0.0 10.0 71 0.0 10.0 84 0.0 10.0 197 20.0 292 30.0 0.0 18 11 11 11 11 195 10 Project Title: HOBSON Report date: 05/11/10 Data fllename: K:\I-ACTIVE PROJECTS\138-Hobson\ResCheck\138(10)03-02.rck Page 2 of 3 ~ ~ ~ 34"-17' SANDY TILL W/F~NES & BOULDERS- SM ~MONUMEN 0/+0~ ~ Un(feed Soi,s ClassTfication (USC) System (from ASTM D-2487) ~ o,~ N/~ + ~ ' ~ ~ ~.. RUSSELL E. PLANITZER ~ S~c ~.~. D~IGN ~R · B~R~ ~ .~'"~ (MUNICIPAL WATER- ON % xx SITE SEPlTG SYSTEM) ~ ~ PROVIDE ~00 GALLON SEPTIC TAN~ ~ ~" ~ x~ N PROVIDE 1 DISTRIBUTION BOX //'" ~ ~ SEPTIC TANK INLET- 56,0 D~OX OUTLET- 5~.2~ Z ~ ~, ~ ,~c~ ..... ~ ~ ~ LUCINDA HE,RICK ~ ~UNTHER STROTHE: ENGAgEmENT. NOTTO SCALE ~L~:~::~ // ~ ~ 7 ~} ~ DIST.5') ~,Z~ IS IN THE TOWN OF SOUTHOLD, COUN~ OF SUFFOLK TAX MAP1000, SECTION 000, BLOCK i1, LOT z SELF CLONING ~ ,~,,,~ 'Hh~~ ~ ~ ~ ADDITIONAL STONE __ 1~,1 11.) PERCENT OF LOT COVERAGE- 10.2% 533 C~ / 50,27 CF~F - 10e ~ 3' V[NT~ ~ ~OUTLET ~ ~ 68 -- -- EXISTING CONTOURS 0~" O"~ ) ~ ~PHALT S~L u.~ w.. DATE: 03/04/2010 FILER FAmmc~ INLET ~FLE ~ ~ ~ECTOR m ~ --o ~ PROPOSED SILT FENCE SCALE: = 20' '~ ~ ;~;~. ~ I ~ PROPOSED UM,TS OF CLEAR,KG QUALI~ CONTROL CERTIFICATION ~ ~ .' ,', · ~-- ~ ~- -- ' ~ ' ' GROUP R~ED ,O~ ~ R~F ORIP LINE ~ 3.0Ce d lAM FAMILIAR WITH THE STANDARDS FOR APPROVAL 4"J , ~3" :-- PROPOSED BURIED UTILlllES ~ ~ .:~...~'''e ~ AND CONSTRUCTION OF SUBSURFACE SEWAGE ~~m~ TEST HOLE ~, .O~.[~,.~D ~ · · · · · ~ D~SPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE SHEET ,u~ '~,~'~ ~. <s~ O~T~IL) ~,o~.~, ~,., AND WILL A~mDE ~Y THE CO~O,TmONS SET FORTH 1~00 ~ALLON --2 CO.PART.~NT E.VIRO.M[~AL ~[,,' [ a' THEREIN AND ON THE PERMIT TO CONSTRUCT. 1 OF 1 FILE ] m APPLICANT KNOCKOUT INLET AND r,./~ OUTLET OPENINGS SHEARWALL FROM BELOW /~SHEARWALL FROM BELOW GENERAL NOTES: TD RDBF LAVE TB RBBF BEARING ,- ~,~, _ / ,~ ~ 1. SHEARWALL PLANS BASED ON ARCHITECTURAL DRAWINGS FROM KINLIN RUTHERFURD ARCHITECTS. / ~ ,,, ,, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. /~SHEARWALL FROM BELOW $/ ,,,~W,,~i FRAME SHEARWALL~ ,/TO ROOF LAVE ~I , ,, FO ROOF, PLACE~I~USTC66 ~ I ~ 2. SHEARWALL CONSTRUCTION SHOWN ON THIS PLAN HAS BEEN DESIGNED 1N ACCORDANCE WITH THE 2007 ~, ' / BUILDING CODE OF NEW YORK STATE FOR A 120 MPH WIND SPEED. EXPOSURE C. I ~IIl~IlIlI~I~l ~ , ~I, MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12'' FROM THE ENDS DF WALLS AND SILL PLATES' SHEARWALL I /f~MSTC66, ALIGN W/ POST SW--D' ~ ~ 4' ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY sIMPSON STRONG--TIE AND SHALL BE INSTALLED FROM BELOW ~F/BELOW AGAINST CHIMNEY ALIGN TRUSS OVER~ SW--C~ '~ / ~BLOCKING BTWN, IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. TO ROOF BRO.~ WALL FOR TOP WALL [2)-HDU8 RAFTERS/ TRUSSES ~ CONN. TO ROOF 5. SIMPSON HIO OR H2.SA HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. HIO, H1, OR H2.SA CLIPS SHALL BE ~ ~ ~ / / ~RAFTER/ TRUSS INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY~ ~ L - -o ~DECK JOISTS ~ ~ ~ / / HURRICANE CLIP. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. (2) 2x6 DECK END BEAM,~ ~/PARALLEL TO ~ ~ / / FASTEN THRU EXT. I~SW-CFLOOR EXTEND SPAcEEA' END AGAINST 24" INTO%RiM% ' ' '/ EDGE BEAM ~ ~ / / SHEATHING TO 6. INSTALL ROOF TRUSS CLIPS TO RESIST UPLIFT AND LATERAL FORCES SPECIFIED ON THE APPROVED. I BOARD, FASTEN 1ST,PLaX SIAMPED SHOP DRAWINGS FROM THE TRUSS MANUFACTURER. A TRUSS CLIP SHALL BE PROVIDED WITHIN I TO RIM W/ (10)b4 x3 ~ _L_ USTC66 THE LIMITS OF THE SHEARWALLS TO RESIS~ THE MIN]MUM LATERAL LOAD NOTED ABOVE. ] i USTC66 SDS SCREWS EA. END~ .... = ~ ~ 7' INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS & [PUSSES AT SUPPORTING WALLS FO~'STAB]LITY ~ ~ AND SHEAR TRANSFER. TOE NAIL ~0 WALL TOP PLATE WITH x 0.131" FRAMING NAILS ~ O.C. ~ USTC66~ MAX. WITH (3) NAILS MINIMUM EACH BLOCK. FRAMING NOT LISTED ON ~(2) HDU8 SW-B T~ CONN. I ~ 8. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS THIS SHEET SHALL BE PER TO ROOF ~ OF 16D COMMON NAILS ~ 3" O.C. MAX. ARCHITECTURAL DRAWINGS 9. D~MENSIONAL LUMBER SHALL BE SPF NO. 2 OR BETTER. UNLESS O~HERWISE NOTED. SECOND FLOOR PLAN NOTES: SCALE: US" = 1' O' 10. FOOTING AND FOUNDAIION WALL CONCRETE SHALL ACHIEV2 3000 PSI 28 DAY COMPRESSIVE STRENGTH AND SHALL HAVE 6~ AIR ENTRAINMENT WHERE EXPOSED TI ~EATHER. 1, SHEARWALLS SHOWN ON PLAN ARE BETWEEN SECOND FLOOR AND ROOF FRAMING. HOLDOWN~ POST & WALL ~ ~ SHEARWALL SCHEDULE 2. HOEDOWNS SHOWN ARE FOR SHEARWALL ANCHORAGE TO WALL FRAMING BELOW. EDGES SIZE NAILS NAILS TO RIM TO RIM TO RIM TO ROOF ~ ~HDUBB SW-A 13~2 PLYWOOD ONE YES 2x NO~. 1Od 1Od 5~" DIA~? ~8' ESSO ~ SDSIq'x4b2" ESSO ~ ~HDU14B SW-C 1Od 1Od 5~' ~8' ESSO m SDSIq'x4b2'' ESSO ~ TYPICAL DIA~? SW-E YES 2x NON. 6 O.C. 12 O.C. O.C. W/ E~BED ~6 O.C. e 12 O.C. 16 O.C. BLOCKING HDUlqB ~MSTC66 ~HDUBB BLOCK FLOOR~ ~ SW-B 1332 PLYWOOD EXTERIOR SPACE SOLID N I ~HOLDOWN TO EXTERIOR 1Od 1Od ~" D[A~,,e 32" LSBO 8 SDSb4"x41,2'' LSBO ~ LSBO m UN~R POSlS N / / POST BELOW SW-C ~$32 PLYWOOD YES 2x NOM. 40.C. 12 O.C.O.C. W/ EMBED 16 O.C. ~ 8"0.C. 16 O.C. 16 O.C. ~ Z FOR FULL BRG. ~ ~/ FACE .......... ~SW-E ~HDU4 TO F , II EACH YES 2x NOM. 4,]~ 1Od %B'DIA~?16" LSTO ~ SDSIq"x4b2'' LSTO e LSTO 9 USTC66 ~ %~ N . N i ~ ~BOTTOM WALL ~ SW-D 1332 PLYWOOD FACE C. 12"0.C.O.C. ~/ EMBED 8"0.C. m 4"0.C. 8"0,C. 8"0.C. - 1Od 1Od 5~B,, DIA~,m ~2' ES90 m SDSb4'x4b2" ES90 m ~ ES90 ~ Z ~HD19 ~ ~ ~ HDUI~B SW-C EACH YES 3x NOM. 3 ~.C. 12 O.C. iO.C. W/ EMBED 80.C. ~ 30.C. 80.C. 80.C. HDU4~ ~HDUBB N N SW-E 1532 PLYWOOD FACE ............ ~ ( FLOOR, SHEARWALL SCHEDULE NOTES: = -- ~ 1. SHEATHING SHALL CONFORW TO APA DOC PS2 GRADING CR:TERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE HDUBB~ ~S~-E ~STC66__~ I S~-C EXPOSURE 1. 1Od SHEATHING NAILS SHALL BE COWWONS OR GALVANIZED BOX AND 2Iq' LUNG WIN. z HDUBB I SW-D ~ ~ N BOARD 2. SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WI"H BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING w ~ ~ou,,~ ~00~ / ,FI%~,,~ cAN BE APPLIED IN ONE P,ECE BETWEEN TOP AND BOTTOM WALL PLATES. ) ~HDUlqB ~SW C SW_.D~k~ HDUlqB U8B FRAMING il I ~SHEATHING EDGE 3. PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. HDU14B-- ~ = ~ tis,; Il ' NMLS TO WALLB's (TYp.) HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS' 0 -~HDUBB ~HDUBB 4. 5HEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO LAVE. ~ z w 0 FRAMING NOT LISTED ON~ ~ HDUBB THIS SHEET SHALL BE PER HOEDOWN POST ~ [~ ~ CH~ATH,,¢ 5. ANCHOR BOLTS AND CLIPS SHALL BE INSTALLED WITHIN 12" OF WALL ENDS. 0 ARCHITECTURAL DRAWINOS & XE[ FHA 6. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL ~ AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. z FIRST FLOOR P~N 7. SHEARWALL EXTENTS INDICATED THUS: ..... ON PLAN. FIRST FLOOR PLAN NOTES: SCALE: bo" = 1'_0"~ I ~SHEATHING FIELD .............. 'l [ / NAILS TO FRAMING USE 8 WIDE NOM. I 1. SHEARWALLS SHOWN ON PLAN ARE BETWEEN FIRST AND SECOND FLOOR FRAMINO. 8" W]DE NOM. ~ I I / BTWN. PANEL EDGE 2. HOEDOWNS SHOWN ARE FOR SHEARWALL ANCHORAGE TO FOUNDATION WALL OR WOOD WALL BELOW DEPENDING ON LOCATION. FRAMING BTWN. 1ST ~1 ~ / NAILS (TYP.) HOEDOWN SCHEDULE NECES~%~yL~R~%%& 2ND FLR. WHERE ~l I / MFR. FASTENERS BOUNDARY CONCRETE TENSION ALIONMENT& CONG. II ~/ ~SHEATHINO EDOE (10) SDS (2~ 2x6 5~8" DiA. 4500 o .............................. , REINF. EA. CONG. OARAOE~ COVER W/ FDN. WALL ~l F / NAILS e ALL HDU4 HDU4 i/4. x21z2. DFC2 SSTB14 - , DOOR PIER SEGMENT W/ (4)% OFFSET, ~ORD.I I /PANEL EDGES [ ............................... HDU14~ ~ ,, 7 ~ ¢5 VERT. REINF. BARS, (1)% LOGS. W/ ARCH. I I ~ INCL. HOEDOWN (20) SDS (3) 2x6 58" DIA.THRD. ROD. 7800 - , , ,~ 12 THICK FTC. , , EA. CORNER & HOOK INTO FTG.~ il I~ POSTS & AROUND HDU8 HDU8 I/4'X21/2" DFC2 W/ 9" FTC. EMBED ~ SW-E, ALIGN~ ~BTWN. EXTER[OR~ ~x OPENINGS (TYP.) ' ' HDU8B HDU8 b4. x262" DFC2 SSTB28 ~ ¢5 LONG. BARS ~ ,L ______~ BLOCKING ~ ALL~I I ~HOLDOWN, ALIGN --~-~ SILLI=F / CONN TO RIM , , .............. ' ' CONN. I : (5) 1 DIA. 6x6 lbo" DIA. THRB. ROB. 16700 M~N. A.D. CONC. ' ' ~ mW-A ~ ' ' ~ & SIMPSON HOLD HD19 HO19 THRU BOLTS DF~2 W/ 12" EMBED EDOE D]ST REO'D. ' ' ' ~32"x32" MIN. CONG. PILASTER ¢" ~ ~8" CONG. FBN. WALL TO ~ ' ' ,0, , , , , BEAM SEAT (TYP.) ~ ~FIRST FLOOR ¢ < < ' ' , , UNDER HO19 (W/ (q) ~5 VERT. 12" , , 1ST FLR. FOR SHEARWALL ~ : (64) 16d ' ~ - ' REINF. (1) EA. CORNER W/ ~l '~ ~ USTC66 USTC66 (2) 2X6 N.A. 5500 , L__ , , , , ANCHORAGE ' , SINKERS TOT.. ' ', ,' ', HDU8 ~ ~ 24" THICK FTC. BTWN~2,, ' ~CONNECT SILL B, , *~ ~ (40) SDS (3) 2X6 7'8'DIA' THRD' ROD ~~ ( 2 )-HDU8 HDU8 I/4"X21/2" N.A. 7800 REO'B W/ NUTS & ' ' ~ : : EXT. FTGS. W/ ~5 e , , FROM SHEARWALL~ DFC2 , , , ~:~ , ~ ABOVE TO HDR. CONT. RIM BOARD WASHERS BTWN. HDUB's o b J ' O.C$,,EA. WAY TOP & BOT. ' ' , , , 6'-8 I ' W/ CONC. COVER TYP. , , W/ LAG BOLTS HOLDOWN SCHEDULE NOTES: 8 o o ~2x PRESSURE , ~ ,l I ~ ' CONG. A. BOLTS TREATED SILL ~ 1. SHEARWALL HOEDOWN ANCHORS SHALL BE PLACED AT BUILDINO CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINOS. ~ ....... %;~R;~;~;~ 'FRAMINGcoNCRETE~ I* A MINIMUMOFADOUBLE2xSTUDSHALLBEPLACEDATALLANCHORLOCATIONSUNLESSOTHERW[SENOTED. DATE: 04/29/2010 ~ ........ ¢ ........ ~,' ,,' r ............. FOR SHEAR TRANS FRAMING ~ ] ~ ~SILL ~ ANCHOR 10" EXT. CONCRETE FDN. / ~ L ................ ~ , , BOLT 2. HOEDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED SCALE' AS NOTED WALLS PER ARCH. DWGS. L .............. J FASTENERS TO EACH POST. PER ARCH. DWGS. FDN. WALL I ~HOLDOWN ANCHOR PROJECT" 2010808 & AS NOTED & AS NOTED .~ - BOLT 3. BUILT-UP POS~ PLIES SHALL BE FASTENED TOGETHER WX (2) ROWS OF 16D COMMON NAILS e 6" O.C. MIN. U.O.N. FOUNDATION FOUNDATION PLAN NOTES: SCALE:b8' ~'-0" PICAL SH RWALL SECTION4. INSTALL CONCRETE ANCHOR BOLTS W/2'EDGE &5'END DISTANCE MIN1MU~FROMCONCRETEFACE U.O.N. SHEET 1. SHEARWALLS SHOWN ON PLAN ARE BETWEEN BASEMENT FLOOR SLAB AND FIRST FLOOR FRAMING. SCALE: ~q' = 1' O' 5. PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL 2. HOEDOWNS SHOWN ARE FOR SHEARWALL ANCHORAGE TO FOOTING BELOW SLAB OR FOUNDATION WALL DEPENDING ON LOCATION. BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE 1 OF 1 WITH COUPLER NUT AND THREADED ROD AS REQUIRED. ~SHEARWALL FROM BELOW ,/TO ROOF LAVE FRAME SHEARWALL~ ~MSTC66 TO ROOF, PLACE~ H.D. e T.O.WALL USTC66 /~SW-B INT. W/ ROOF FROM BELOW /T~MSTC66, ALIGN W/ POST SW-D.~~ % TO ROOF PRO. F/BELOW AGAINST CHIMNEY ALIGN TRUSS OVER SW-C WALL FOR TOP WALL~ -- 12)-HDU8 ~ CONN. TO ROOF (2) 2x6 DECK END 8EAM,~ ~OECK JOISTS EXTEND EA. END 24" INTO~ ' ' / EDGE BEAM /~SW-C C/PARALLEL TO FLOOR SPACE AGAINST RIM~ _/ BOARD, FASTEN 1ST,PLaX ~MSTC66 TO RIM W/ (10)Iqx3~ -- MSTC66~N.x SDS SCREWS EA. END~ SHEARWALL SCHEDULE MARK SHEATHINO FASTENERS SILL PLATE WALL PLATE CONNECTIONS CONCRETE TYPE SIDE BLOCKED BLOCK EDGE FIELD ANCHOR BOLTS SILL B BOTTOM ~ TOP B TOP B EDGES SIZE NAILS NAILS TO RIM TO RIM TO RIM TO ROOF 1Od 1Od 5~,, DIA~,@ 48" LSSO @ SDSIq'x41,2"LS50 @ SW-A 1~32 PLYWOOD ONE YES 2x NOM. 60.C. 12 O.C. O.C. W/ EMBED 16 O.C. @ 12 O.C. 16 O.C. FACE .......... N.A. 1Od 1Od 5~,, DIA~,,@ 48" LSSO @ SDSIq'x41,2"LSSO @ TYPICAL SW-B 1%32 PLYWOODEXTERIORFAcE YES 2x NOM. 6.......... D.C. 12 O.C. O.C. W/ EMBED 16 O.C. @ 12 O.C. 16 O.C. BLOCKING 1Od 1Od 5,8" DIA~,,@ 32" ES90 @ SDSU4"x41/2''LSBO @ ES90 @ SW-C 1~32 PLYWOODEXTERIORFAcE YES 2x NOM. 4"0.C. 12"0.6, O.C. W/ EMBED 16...... O.C. @ 8"0.C. 16 O.C. 16 O,C, 1Od 5,~,, DIA~,,@ 16"LSTO ~ SDSb4"x4b2" LSTO @ LSTO @ SW-D '%32 PLYWOOD FAcEEACH YES 2x NOM. 4'!~C. 12"0.C. O.C. W/ EMBED 8........ O.C. m 40.C. 80.C. 80.C. 1Od 1Od 5,8" DIA~,,@ 12" LSBO @ sosl/4"x41/2"LSBO ~ LSBO @ EACH YES 3x NOM. 3"O.C. 12"0.C. iO.C. W/ EMBED 80.C. @ 30.C. 80,C. 80.C. SW-E ~32 PLYWOOD FACE ........ HOLDOWN SCHEDULE MFR. FASTENERS BOUNDARY CONCRETE TENSION MARK MODEL NO. TO POST POST ANCHOR BOLT (LBS) NOTES (10) SDS (21 2x6 5,8" DIA. 4500 HDU4 HDU4 1,4"x21,2' DF#2 SSTB14 (20) SDS (3) 2x6 ~8" DIA.THRD. ROD. 7800 HDU8 HDU8 I/4"x21/2' DFC2 W/ 9" FTC. EMBED 120) SDS (3) 2x6 ~8" DIA. 7800 HDU8B HDU8 I/4"X21/2' DFc2 SSTB28 (36) SDS 6x6 1" DIA.THRD. ROD. HEAVY HEX A.D. HDU14 HDU14 Iq'x2b2' DF#2 W/ 9" 14900 FTG. EMBED NUT REO'D. (36) SDS 6x6 1" DIA. 14300 HDU14B HDU14 b4"x2b2'' DF#2 SBIx30 16" (5) 1" DIA. 6x6 lbo" DIA. THRD. ROD, 16700 M1N, A.D. CONG. HD19 HO19 THRU BOLTS DF#2 W/ 12" EMBED EDGE DIST REO'D. (64) lcd MSTC66 MSTC66 SINKERS TOT.. (2) 2X6 N.A. 5500 (40) SDS (3) 2X6 ~,~" DIA. THRD. ROD REQ'D W/ NUTS & (2)-HDU8 HDU8 I/4"X21/2" DF#2 N.A. 7800 WASHERS BTWN. HDUO's SHEET LOG SHEET A001 A020 Al00 A101 A102 A103 A201 A202 A203 A204 A211 A212 A213 A214 A215 A216 A217 A218 A401 A402 A403 A404 A405 A421 A422 A430 A431 A432 A433 A434 A435 DESCRIPTION TITLE SHEET DTE PLAN BASEMENT CONSTRUCTION PLAN FIRST FLOOR CONSTRUCTION PLAN SECOND FLOOR CONSTRUCTION PLAN ROOF CONSTRUCTION PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS FIREPLACE DETAILS FIREPLACE DETAILS CONSTRUCTIONS DETAILS CONSTRUCTIONS DETAILS CONSTRUCTIONS DETAILS CONSTRUCTIONS DETAILS CONSTRUCTIONS DETAILS CONSTRUCTIONS DETAILS SHEET A501 A502 A503 A504 El00 E101 E102 P101 S101 S102 S103 Slll Sl12 Sl13 Sl14 Sl15 S116 HOBSON RESIDENCE OCEANS VIEW AVENUE FISHERS ISLAND, NY DESCRIPTION WINDOW SCHEDULE WINDOW SCHEDULE EXT. DOOR SCHEDULE EXT. DOOR SCHEDULE BASEMENT ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN PLUMBING RISER DIAGRAM FOOTING PLAN FOUNDATION PLAN DECK FOUNDATION PLAN DECK FRAMING PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN AWNING FRAMING PLAN ROOF FRAMING PLAN LEVEL ONE ROOF FRAMING PLAN LEVEL TWO ALL CONSTRUCTION SHALL MEET THE REQULREMENTS O-- THE CODES OF NEW \'OF~;~. STATE. PROCEED WITH NG UNTIL SURVEY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY CON'PLY ~ I; H ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED ~ sou~_..~N P~N~,c BOA,, PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER S, UPPL Y SYSTEM CANNOT F-XCEED 2/10 OF 1% LEAD. PLUMBING &,/~PLUMBING WASTE ATER ENES NEED TE~ I~FO~E COVEmUe UNDERWRITERs CERTIFICATE RE~RED CERTIFICATION OF NAILING & CONNECTIX)NS REQUIRED. PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC TITLE PKGE FULL SCALE PROJECT: 138 AO0t RUSSELL E. PLANITZER WA TER 0 N SITE SEPITC BENCHMASK IRON SOD! ELEVATION = 65.65 x MONUMENT (FOUND) ± TO EXISTING SINGLE FAMILY RESIDENCE WATER MANN SITE SEPTIC SYSTEM) WARES ON ~~ W 29~8 12 10" MAPLE x N B6'~2V'OG"[ X X 10" MAPLE TEST HOLE x 12" MAPLE -~o...o. / 12" CHERRY / /BL 12" CHERRY 12" CHERRY STONE WALKWAY FFE 69'-0" HOSE BIB S? 9.,Z5'~0%N x 1 2" POPLAR ROCK %~E% ¢~000. BUILDING SETBACK LINE (TYP) CLEARING LINE zs~t LUCINDA HERRICK & GUNTHER STROTHE ~so t~" (VACANT LAND) PERMIT SET HOBSON 05.12.10 MONUMENT (FOUND) ~__~/.~. 1 6 · LUCINDA HERRICK TENNIS COURT THIS DRAWING IS BASED ON AN ORIGINAL SITE SURVEY PRODUCED BY CME ASSOCIATES LAND SURVEYING &: ARCHITECTURE, PLLC 1 SITE PLAN KINLIN RUTHERFURD ARCHITECTS, PLLC SITE PLAN FULL SCALE PROJECT: 138 A-020 HOBSON HOUSE DESIGN CRITERIA: 2X6 FRAMED WALL (REFER TO CMECPK SHEARWALL PLAN) MECHANICAL ROOM STORAGE CLEAN-OUT 'k' 2X6 FRAMED WALL (REFER TO CMECPK SHEARWALL PLAN) FUTURE BATH ~ ,! FUTURE FAMILY ROOk BOMAN KEMP 4040 up W/ BOMAN KEMP 4040 10 EASY BUCK 4' o" ?1 VERIFY -- W/ MFR, BOMAN DRAIN TO ROOF DRAINAGE KEMP SYSTEM NAILING STRIPS SECURED TO FOUNDATION WALL STORAGE I, GARAGE HOSE BIB OUTDOOR SHOWER CONTROLS PERMIT AMENDMENT SET 07.08.10 PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC / 01 BASEMENT FLOOR PLAN 1/4' = 1'-0' BASEMENT FLOOR PLAN FULL SCALE PROJECT: 138 A-lO0 2X6 FRAMED WALL (REFER TO CMECPK SHEARWALL PLAN) CLEAN OUT 7' 11}&'' 2X6 FRAMED WALL (REFER TO CMECPK SHEARWALL PLAN) CELLAR CL NAILING STRIPS SECURED TO FOUNDATION WALL GARAGE o HOSE BIB OUTDOOR SHOWER PERMIT SET HOBSON 05.12.10 KINLIN RUTHERFURD ARCHITECTS, PLLC 1 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN FULL SCALE PROJECT: 138 A-lO0 16'-8" 2X8 FRAMED WALL BIB II ROOM , i: '1 i! 6X6 WD SCREENED 2X6 FRAMED WALL REF 16' 743" BAR POST 0 ~°1 GAMEROOM 6X6 LIVING ,[,I WD POST HOSE BIB o 0 11" 87' 6~" 29' 10~" RECYCLING STATION 2X8 FRAMED WALL PULL-OUT TRASH GARBAGE DrsPOSAL KITCHEN 16' DINING 6X6 WD POST ~, , 2X6 FRAMED , WALL PANTR B 3 -92 3 94 2 iQ EQ EQ (I 2X8 FRAMED WALL i BREEZEWAY i W 2X8 FRAMED WALL I 12' 2~" OFFICE LAUNDRY 2X8 FRAMED WALL 6' 245" ri 17' 2~" 17' 8~" 36' 041" 36' 4~" 16' 4" / 01 FIRST FLOOR PLAN 2,, E~ATH 1 41 CL BEDROOM I 8 -55 .., I '1 I 4' 10" II I, 1' / x I/ BEDROOM 2 : 11' 10~" bi HALL ,L BiATH ,5 II .J I I CL 2X6 FRAMED WALL BEDROOM 16' 10~" I II V LINEN MASTER BATH 15' 2~" TERRACE II CL MASTER CL ,I II i / 12'f0" I 13' 4~" , ; ,, ¼ PERMIT SEF 05.12,10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC I SECOND FLOOR PLAN ! 01 SECOND FLOOR PLAN 1/4' - I'-0' FULL SCALE PROJECT:138 A-102 CHIMNEY STONE CAP ENGLERT ARCHITECTURAL/ RESIDENTIAL MTL ROOF SYSTEM - 1~" SNAP LOCK PANELS T / 01 ROOF PLAN A PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC ROOF PLAN FULL SCALE PROJECT: 138 A-103 ENGLERT ARCHITECTURAL/ RESIDENTIAL METAL ROOF SYSTEM -1~2" SNAP LOCK PANELS :> ,> ~ T.O. RIDGE ELEV. 52' 1" CEILING SECOND FLOOR SF B 0 CEILING ELEV 8'-10~" AZEK TRIM CEDAR CLAPBOARD, BLEACHED, 5" EXPOSURE FIRST FLOOR S F. T.O. DECK BO CEILIND i~ T.O BASEMENT ELEV 1 O'-~" SLAB I r ii HOSE BIB ,1' MEAN HEIGHT BETWEEN RIDGE AND EAVE ELEV. 94'-~" AVERAGE EXISTING GRADE ELEV. 64' 0" · ,> > > ,> 1 NORTH ELEVATION PERMITSET 05,12,10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3~TH STREET, SUITE 1005 TEL {2~2) 695-2988 EXTERIOR ELEVATIONS FULL SCALE PROJECT: 138 A-201 ~ T.O RIDGE EL EV 29' 7~" .~ B.O, CEILING i~ B.O CEILING FIRST FLOOR S F. ELEV O' 0" ~ TO, DECK ELEV, O' 5h" ~ B,O CEILING ELEV 1' 1~" ENGLERT ARCHITECTURAL/ RESIDENTIAL METAL ROOF SYSTEM 1~" SNAP LOCK PANELS AZEK TRIM CEDAR CLAPBOARD, BLEACHED, $" EXPOSURE '11 MEAN HEIGHT BETWEEN RIDGE AND EAVE ELEV. 94' ~" AVERAGE EXISTING GRADE ELEV 64' 0" PERMITSET HOBSON 0 CE,~N VIEW AVENUE FISHERS ISLAND, NY 05 12.10 KINLIN RUTHERFURD ARCHITECTS, PLLC 1 WEST ELEVATION EXTERIOR ELEVATIONS FULL SCALE PROJECT: 138 A-202 ENOLERT ARCHITECTURAL/ RESIDENTIAL METAL ROOF SYSTEM -1~" SNAP LOCK PANELS MEAN HEIGHT BETWEEN RIDGE AND EAVE ELEV 94' ~" AZEK TRIM CEDAR CLAPBOARD, BLEACHED, 5" EXPOSURE AVERAGE EXISTING GRADE ELEV 64'-0~ il II II II II h 7 II II I II II IIII I1' i! II II HOSE BIB I I OUTDOOR SHOWER T.O RIDGE T O, RIDGE ELEV 29'-7~" B.O, CEILING ELEV 18' 0" SECOND FLOOR S.F, FIRST FLOOR S,F. T 0 DECK ELEV -0' 5~" B.O, CEILING T O. BASEMENT SLAB ELEV, 10' ~" PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC 0 1 SOUTH ELEVATION EXTERIOR ELEVATIONS FULL SCALE PROJECT: 138 A-203 ~ TO RIDGE ELEV. 52'-1" TO. RIDGE ELEV, ' ~" 29 -7~ (~ B,O. CEILING ELEV. 18' 0" SECOND FLOOR SF B.O CEILING ELEV 8'-10~" FIRST FLOOR S F ELEV. O' 5~" B 0 CEILING ~ TO BASEMENT SLAB ELEV. -10' ~" ENGLERT ARCHITECTURAL/ RESIDENTIAL METAL ROOF SYSTEM 1~" SNAP LOCK PANELS AZEK TRIM CEDAR CLAPBOARD, BLEACHED, 5" EXPOSURE OUTDOOR SHOWER I I I I II II I II mi I MEAN HEIGHT BETWEEN RIDG[ AN~D EAVE ELEV. 94' ~" HOSE BIB CENTERED ON WINDOW II AVERAGE EXISTING G~RADE ELEV. 64' 0" 1 EAST ELEVATION $ 0 0 PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC EXTERIOR ELEVATIONS FULL SCALE PROJECT: 138 A-204 ~. T 0 RIDGE ELEV 29' 7~" Ill CEILING ~. SECOND FLOOR S F ELEV 10' 0" i~ B.O CEILING ELEV 8'-10~" FIRST FLOOR %.F T.O. DECK B.O CEILING ~ TO. BASEMENT SLAB ELEV -10' ~" l- F 1 EAST ELEVATION i~ T 0 RIDGE ELEV 29' 7~" SECOND FLOOR S F. B.O, CEILING FIRST FLOOR S.F ELEV 0'-0' T,O, DECK ELEV-0' 5~" BO CEILING ELEV - 1 '- 1/14" .I~. T 0 BASEMENT SLAB ELEV 10' ,~" 1_ ,I I ,,El !11 1 EAST ELEVATION ~ T 0 RIDGE ELEV 52' i~ T.O, RIDGE i~ B.O CEILING ELEV 18'-0" SECOND FLOOR S.F. ELEV 10'-0" B,O. CEILING ELEV 8'-10~" ~. FIRST FLOOR ELEV O' 0" ~ T 0 DECK ELEV -0' 5~" ~ B,O. CEILING ELEV. 1'-1~" BASEMENT SLAB ELEV. -10' ~" · I- II I t I 1 BUILDING SECTION PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC BUILDING SECTIONS FULL SCALE PROJECT: 138 A-213 (~ T.O RIDGE ~ T.O RIDGE ELEV 29' 7~" i~ B,O, CEILING ELEV 18' 0" SECOND FLOOR S,F ELEV 10' 0" t~ B.O. CEILING ELEV. 8' 10~" FIRST FLOOR S F ELEV O' 0" B.O, CEILING ~. T 0 BASEMENT SLAB ELEV 10' ~" I ! I II I I I I U 1 BUILDING SECTION PERMITSET HOBSON OF' NE.-' KINLIN RUTHERFmmRD BUILDING SE( FULL SCALE PROJECT: 138 ~ T.O RIDGE ELEV, 32' 1'* ~ T.O RIDGE ELEV 29'-7~" SECOND FLOOR S F BO CEILING ELEV 8'-10~" FIRST FLOOR S F. 0 0 CEILING ~ T.O, BASEMENT SMD ELEV. - 10'-~a" ! I ' II I PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC 1 BUILDING SECTION BUILDING SECTIONS FULL SCALE PROJECT: 138 A-215 ~ T.O RIDGE ELEV 32' 1" ~ T 0 RIDGE ELEV 29'-7~' SECOND FLOOR SF ELEV 10' O' ~ B,O CEILING ELEV, 8' 10~¼'' FIRST FLOOR S.F ELEV O' T.O. DECK ELEV 0'- 5Y~" B.O CEILING ELEV - 1 '- lY4" i~ T.O, BASEMENT SLAB ELEV -10' HVAC SPACE I I I PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC 0 1 BUILDING SECTION BUILDING SECTIONS FULL SCALE PROJECT:138 A-216 ~ T,O, RIDGE ELEV 32'-1" ~ T O. RIDGE ELEV 29' 7~" SECOND FLOOR ELEV 10' 0" B.O. CEILING ELEV. 8'-10~" ~ FIRST FLOOR SF ELEV O' 0" ~. T O. BECK ELEV, -0'-5~" ~ B.O, CEILING ELEV 1' 1~" ~). T 0 BASEMENT SLAB ELEV 1 O' ~" I- ii' 1 BUILDING SECTION ~ TO RIDGE ELEV 29' 7~" ~. B,O. CEILING ELEV 18' 0" SECOND FLOOR S.F. ELEV. 10' 0" B,O. CEILING ELEV. 8'- 10~" i~ FIRST FLOOR S F ELEV O' 0" ~'EL£v,T'O i~ B O. CEILING ELEV 1' 1~" (~ T.O BASEMENT SLAB 11 11 L F mml em .,% ii I 01 BUILDING SECTION 5~" X 9~" LVL PREFABRICATED TRUSS 5~" CEDAR BOARDS 2X12 R 58 BATT INSULATION (2) 2X6 TOP PLATE 2X6 FRAMING WITH R-21 BATT INSULATION ~" EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER VERTICAL 10" CEDAR HOARDS 2X6 WINDOW HEADER 1X WINDOW TRIM Y2" INSULATION I" AZEK TRIM MARVIN ULTIMATE DOUBLE HUNG WINDOW CEDAR RAILING HORIZONTAL MTL CABLES @ 4" OC (2) 2X6 DECK END BEAM REFER TO CMECPK SHEARWALL PLAN FOR SPECS) 2X8 DECK JOIST @ 8" OC 3Y2" CEDAR BOARDS ~" AZEK TRIM 1X4 IPE DECKING TAPERED 2X~ @ 16" OC WATER-PROOF MEMBRANE ~" EXTERIOR GRADE PLYWOOD DRAIN PIPE SLOPED TOWARDS EXTERIOR WALL 1" AZEK TRIM 1" WOOD WINDOW SILL (2) 2X6 1X WINDOW TRIM ~" GWB 2X6 FRAMING WITH R-21 HATT INSULATION ~" EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER VERTICAL 10" CEDAR BOARDS 2X6 BOTTOM PLATE 1~" X 11~" LVL 3~" STRIP OAK FLOORING ~" SUBFLOORINO R 50 BATT INSULATION 2,~16"Xl1~" TJI®210 @16" 0 C, Y2" EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER PT WOOD FRAMING ~" AZEK BOARD 1 WALL SECTION PERMIT SET 05,12.1( HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC WALL SECTIONS FULL SCALE PROJECT: 138 A-401 PT 2X12 A45~ /14" BLOCKING I I I 1~" X 9~" LVL 1~" X 14" LVL 2X10 PT SILL PLATE 10" FOUNDATION WALL WOOD DECKING TAPERED 2X4 16" OC WATERPROOF MEMBRANE ~' EXTERIOR GRADE PLYWOOD 2~6"X9~" TJI~210 @16" OC %" TYPE "X" GWB AND TAPERED DRAIN PAN 1" STAIR TREAD ~" STAIR RISER 2X12 STRINGER WATERPROOF MEMBRANE DRAIN PAN ~" EXTERIOR GRADE PLYWOOD I TYPE "X' GWB WATERPROOFING END OF DRAIN PAN WATERPROOFING 0 ~" EXPANSION JOINT 4" CONCRETE SLAB VAPOR BARRIER EXPANSION JOINT 6" GRAVEL 1 WALL SECTION PERMIT SET 05.t2.t0 HOBSON OCEAN VIEW AVEN[JE FISHERS [SLAN D, NY KINLIN RUTHERFURD ARCHITECTS, PLLC WALL SECTIONS FULL SCALE PROJECT: 138 A-402 ii [[[ '1 II o [ I 3 WALL SECTION 0'~ WALL SECTION 1 WALL SECTION %" cwB ENGLERT ARCHITECTURAL/RESIDENTIAL METAL ROOF SYSTEM 1~" SNAP LOCK PANELS 50# BUILDING FELT ~" EXTERIOR GRADE PLYWOOD 2X12 FRAMING PREFABRCATED TRUSS "A" R-58 BATT INSULATION 2X12 2X6 FRAMING FILLED WITH R 21 BATT INSULATION 3Y2" STRIP OAK FLOORING ~" SUBFLOORIN O 2X12 FRAMING FILLED WITH R-58 BATT INSULATION 2X4 FRAMING 5Y2" BOARDS ICE & WATER SHIELD 01 WALL SECTION PERMIT SET 05.12.t0 HOBSON OCE,~N VIEW A~ENUE FISHERS FSL~ND, Ny KINLIN RUTHERFURD ARCHITECTS, PLLC WALL SECTIONS FULL SCALE PROJECT: 138 A-404 II Ill III I1~ II II Ii J ~1 ~ ..... !I ~l I II ~ ~ll~ il 3 WALL SECTION 0'~ WALL SECTION ~, 1-1/2' ~ i'_0' 1 WALL SECTION PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC WALL SECTIONS FULL SCALE PROJECT: 138 A-405 B O CElt. lNG ELEV 18' O" SECOND FLOOR S F ELEV 10' 0" B 0 CEILING ELEV. 8' 105¢4'' TO BASEMENT SLAB © A2 II ' j II 0~'~ FIREPLACE ELEVATION O5 04 TO SUBFLOOR ~' ELEV +10' O" 05 O2 ~ T 0 SUBFLOOR ELEV O' 0" 2" NONMETALLIC INCOMBUSTIBLE FILL NOTE: INTERIOR FIREPLACE FLUE AT AN ANGLE 2" NONMETALLIC INCOMBUSTIBLE FILL MASONRY FIREPLACE WITH RUMFORD FIREBOX FLUSH iI CLEAN-OUT 1 FIREPLACE SECTION STONE CHrMNEY TERMINATION STONE VENEER 2' NONMETALLIC INCOMBUSTIBLE FILL 4" CMU 1" FiRE C~AY FLUE LINER NONMETALLIC INCOMBUSTIBLE FILL CMU STONE VENEER 1" FIRE CLAy FLUE LINER NOMINAL 1" AIRSPACE SMOKE CHAMBER DAMPER ONE PIECE RUMFORD THROAT SOLID WOOD MANTLE STONE VENEER FIRE BRICK AIR INTAKE MASONRY FIREPLACE WITH RUMFORD FIREBOX STONE HEARTH CONCRETE FILL PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC FIREPLACE DETAILS FULL SCALE PROJECT:138 A-421 15" X 15" CLAY FLUE LINING 4" CMU STONE VENEER 13" X 13" CLAY FLUE LINING 15" X 15" CLAY FLUE LINING STONE VENEER CMU INTERIOR WALL CONSTRUCTION 0~.~ FIREPLACE DETAIL PLAN 3 FIREPLACE DETAIL PLAN 13" X 13" CL~Y FLUE LINING 4" CMU 2" AIR SPACE FURRING STRIP 13'X 13" CLAY FLUE LINING GYP BD. ASH DUMP AIR INTAKE STONE VENEER FIRE BRICK INTERIOR WALL CONSTRUCTION 0A FIREPLACE DETAIL PLAN 2 FIREPLACE DETAIL PLAN LINE OF FOOTING BELOW 8" CMU CLEAN OUT FOUNDATION WALL CLEAN OUT DOOR 1 FIREPLACE DETAIL PLAN lX4 IPE DECKING PT 2X12 LEDGER 932 HOLDOWN ALIGN VERTICALLY W/ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN FOR SPECS ) CEDAR CLAPBOARDS - 5" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X8 FRAMING R 21 BATT INSULATION 2X8 BOTTOM PLATE 1~z~2" PLYWOOD %" CWB 5Y4" STRIP OAK FLOORING ~" SUBFLOORINC R-21 BATT INSULATION 1" RIGID INSULATION 2]{m"X117~'' TJI®210 @16" O,C. (2) 1~" X 117/8" LVL 2X10 PT SILL PLATE #B REBAR ~" ANCHOR BOLT @ 16" 0 C W/5" EMBED. (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) 10" CONC WALL WATER PROOFING MEMBRANE HOLDOWN ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN FOR SPECS.) #5 REBAR VERT @ 24 0 C TYP 5" FROM INT FACE TYP FOUNDATION WALL DETAIL HOLDOWN ALIGN VERTICALLY W/ANCHOR BOLT (REFER TO CMECPK SHEABWALL/HOLDOWN PLAN FOR SPECS.) CEDAR CLAPBOARDS 5" EXPOSURE AIR & VAPOR BARRIER EXTERIOR GRADE PLYWOOD 2X8 FRAMING R 21 BATT INSULATION 2X8 BOTTOM PLATE %" CWB 3~4" STRIP OAK FLOORING ~4" SUBFLOORING R 21BATT INSULATION 1" RIGID INSULATION 2]~m"X11~' TJI®210 @16" O,C. (2) 1N" X 11~" LVL 1" AZEK TRIM 2X10 PT SILL PLATE #5 REBAR ~" ANCHOR BOLT @ 48" O.C W/5" EMBED (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) 10" CONC WALL WATER PROOFING MEMBRANE 2" STONE VENEER HOLDOWN ANCHOR BOLT (REFER TO CMECPK SHEARWALL/NOLDOWN PLAN FOR SPECS.) #5 REBAR VERT @ 24 O,C. TYP 3" FROM INT. FACE TYP 932 2 FOUNDATION WALL DETAIL ~ I I/2" ~ i'-0" HOLDOWN ALIGN VERTICALLY W/ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN FOR SPECS ) CEDAR CLAPBOARDS EXPOSURE AIR 84 VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2XB FRAMING R 21 BATT INSULATION 2X8 BOTTOM PLATE ~2" PLYWOOD %" GWB ~" STRIP OAK FLOORING ~" SUBFLOORINO R 21 BATT INSULATION 1" RIGID INSULATION 2~6"Xl1~" TJI~210 @16" OC. (2) 1~" X 11~" LVL 1" AZEK TRIM 2X10 PT SILL PLATE #5 REBAR ~" ANCHOR BOLT @ 12" OC W/5" EMBED (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) 10" CONG. WALL WATER PROOFING MEMBRANE 2" STONE VENEER HOLDOWN ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN FOR SPECS ) #5 REBAR VERT, @ 24 0 C TYP ~" FROM INT. FACE TYP FOUNDATION WALL DETAIL ~ i-1/2' . 1,_0. 952 HOLDOWN ALIGN VERTICALLY W/ANCHOR BOLT (REFER TO CMECPK SBEARWALL/HOLDOWN PLAN FOR SPECS,) CEDAR CLAPBOARDS EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X8 FRAMING R-21 BATT INSULATION 2X8 BOTTOM PLATE %" GWB B~" STRIP OAK FLOORING ~" SUBFLOORING R 21 BATT INSULA~ON 1" RIGID INSULATION 2~6"Xl1~" TJI®210 @16" O,C. (2) 1~" X 11~" LVL 1" AZEK TRIM 2X10 PT SILL PLATE #5 REBAR ~" ANCHOR BOLT @ 52" 0 C. W/5" EMBED. (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) 10" CONC WALL WATER PROOFING MEMBRANE 2" STONE VENEER BOLDOWN ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN FOR SPECS ) #5 REBAR VERT @ 24 O.C TYP 3" FROM INT FACE TYP. HOLDOWN ALIGN VERTICALLY W/ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN FOR SPECS,) CEDAR CLAPBOARDS 5" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X8 FRAMING R 21BATT INSULATION 2X8 BOTTOM PLATE ~%2" PLYWOOD %" GWB 3~" STRIP OAK FLOORING ~" SUBFLOORINO R 21 BATT INSULATION 1" RIGID INSULATION 2¢~"X11~" TJI~210 @16" O.C, (2) 1N" X 11%" LVL 1" AZEK TRIM 2X1B PT SILL PLATE #5 REBAR %" ANCHOR BOLT @ 16" O.C. W/5" EMBED (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) 10" CONC WALL WATER PROOFING MEMBRANE 2" STONE VENEER HOLDOWN ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN FOR SPECS) #B REBAR VERT @ 24 0 C, TYP 5" FROM INT FACE TYP. FOUNDATION WALL DETAIL 2 1 FOUNDATION WALL DETAIL CUSTOM FRENCH INSWING CLAO DOOR lX4 IPE DECKING LAID IN SAME ORIENTATION AS OAK FLOORING 3~" STRIP OAK FLOORING ~" SUBFLOORING R 21 BATT INSULATION 1" RIGID INSULATION 2,Y11G"X117~'' TJI®210 @16" OC BEYOND 1~" X 117/8" LVL PT 2X12 LEDGER PT 2X10 SILL PLATE WATER PROOFING MEMBRANE 5/8" ANCHOR BOLT (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) #5 REBAR #5 REBAR VERT, @ 24 OC TYP. 5" FROM INT FACE TYP 10" CONC. FDN. WALL FOUNDATION WALL DETAIL @ SCREENED PORCH ,'1 4" CONC SLAB ~" EXPANSION JOINT VAPOR HARRIER 6" GRAVEL #5 REBAR TYP. ALL AROUND CONTINUOUS #5 VERTICAL REBAR 24" OC /TYP) 5" FROM INT FACE (TYP) 10" FOUNDATION WALL WATER PROOFING MEMBRANE #5 REBAR SLOPE TOP OF FOOTING WITH MORTAR #5 FOOTING DOWEL EA, VERT W/ 24" LAP ALTERNATE HOOKS GRAVEL 4" DRAIN PIPE 0"~ FOOTING DETAIL 6"x6" DF#1 5,000# CAPACITY COLUMN BASE 4" CONG. BLAB VAPOR BARRIER CEDAR CLAPBOARDS EXPOSURE AIR ~ VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R 21 BATT INSULATION ~%2" PLYWOOD %" CWB 1X4 IPE DECKING - LAID IN SAME ORIENTATION AS OAK FLOORING 2X6 BOTTOM PLATE 5/14" STRIP OAK FLOORING ~" SUBFLOORING R-21 BATT INSULATION 1" RIGID INSULATION 2~116"Xl1~" TJle210 @16" OC. 1~" X 11~" LVL PT 2X12 LEDGER PT 2X10 SILL PLATE WATER PROOFING MEMBRANE 5/8" ANCHOR BOLT @ 12" O,C, W/ 5" EMBED, (REFER TO CMEOPK SHEARWALL PLAN FOR SPECS) #5 REBAR #5 REBAR VERT @ 24 O.C TYP 3" FROM INT FACE TYP, 10" CONG. FDN WALL FOUNDATION WALL DETAIL @ SCREENED PORCH 6x6-W2,9XW2,9 W W. MESH MID DEPTH UNDER COLUMNS 2 ROWS OF (5)#5 REBAR CROSSED 90' AT 3" FROM BOTTOM OF FOOTING 6" GRAVEL 3,, I I U 04 FOOTING DETAIL EXPANSION JOINT CONC SLAB VAPOR BARRIER 6" GRAVEL #5 REBAR TYP ALL AROUND CONTINUOUS 2,, #5 VERTICAL REBAR 24" OC. (TYP) 5" FROM INT, FACE (TYPO 10" FOUNDATION WALL WATER PROOFING MEMBRANE 2" RIGID INSULATION #5 REBAR SLOPE TOP OF FOOTING WITH MORTAR GRAVEL #5 FOOTING DOWEL EA VERT. W/ 2A" LAP ALTERNATE HOOKS 4" DRAIN PIPE 02 FOOTING DETAIL CEDAR CLAPBOARDS 3" EXPOSURE AIR & VAPOR BARRIER EXTERIOR GRADE PLYWOOD 2X6 FRAMING R 50 BATT INSULATION 2X6 BOTTOM PLATE %" OWE 5~4" STRIP OAK FLOORING ~" SUBFLOORING R 30 BATT INSULATION 2~e"X11~" TJI~210 @16" OC BEYOND %" TYPE 'X" GWB (5) ]~" X 11%" LVL 2X8 TOP PLATE 1" AZEK BOARD 2" STONE VENEER ~" EXTERIOR GRADE PLYWOOD (4) 2X12 GARAGE DOOR HEADER AT TO. WALL CONN TO FDN W/POCKET & HOLD BEAM SEAT (TYP.) ~" X 4" ACTUAL DOOR CASING STEEL LINTEL CONTINUIOUS FLASHING ~"X4" AZEK DOOR TRIM ORAVEL DRIVEWAY #5 REBAR 6x6-W2.9XW29 W W MESH MID-DEPTH 4" CONC SLAB VAPOR BARRIER 6" ORAVEL X B"[ 7,, re,. %" ¢ ANCHOR BOLT @52" OC W/ 5" ENBEDMENT CONNECT SILL ~. FROM SHEARWALL ABOVE TO HDR. W/LAG BOLTS EQUIV, TO SILL CONC A BOLTS FOR SHEAR TRANS, BEAR AT LEAST (2) RIM BEAM PLIES ON CONC FDN PIERS HGLB BEAM SEAT (TYP.) #4 @ 24" O.C, DOWEL @ THRESHOLD (TYP) 24" LENGTH EA END SLOPE GRAVEL AWAY FROM GARAGE #5 REBAR #5 VERTICAL REBAR 24" O C. 3" FROM INT FACE (TYP) #5 REBAR #5 FOOTING DOWEL EA, MERT W/ 24" LAP ALTERNATE HOOKS GRAVEL 4" DRAIN PIPE #5 REBAR TYP. ALL AROUND CONTINUOUS 01 GARAGE DOOR OPENING DETAIL PERMIT SET 05.12.10 HOBSON ~41NLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE PROJECT: 138 A-431 VERTICAL WOOD BOARDS AIR & VAPOR BARRIER PLYWOOD 2X6 FRAMINB R 21 BATT INSULATION ~ 9~2" PLYWOOD (2) 1~" X 11~" LVL % GWB 2~6"X11~" TJI~210 ©16" OC 2X1B SILL PLATE #5 REBAR %" ANCHOR BOLT @ 16" O.C. W/5" EMBED (REFER TO CMECPK SHEARWALL PLAN FOR SPECS.) 1" OAK STAIR TREAD 2X12 STRINGER 2X6 SPACER VERTICAL PT FURRING 2" RIGID INSULATION WATER PROOFING MEMBRANE 10" CONC, FDN. WALL #5 REBAR VERT @ 24 OC TYP 5" FROM INT FACE TYP. VARIES CONTINUOUS FLASHING 1X4 IPE STAIR TREAD 1 2X12 PT STRINGER 6 FOUNDATION WALL DETAIL AT ENTRY STAIR CONTINUOUS FLASHING 1X4 IPE STAIR TREAD 2X12 PT STRINGER VARIES VERTICAL WOOD BOARDS AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R 21 BATT INSULATION ~ GWB 5~" STRIP OAK FLOORING ~" SUBSTRATE (2) 1~" X 117/8" LVL 2~e"X117~'' TJla210 @16" 0%. 2X10 SILL PLATE #5 REBAR ~" ANCHOR BOLT @ 52" O.C W/5" EMBED (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) #5 REBAR VERT © 24 O.C TYP 5" FROM INT FACE TYP VERTICAL PT FURRING 2" RIGID INSULATION WATER PROOFING MEMBRANE 10" CONC FDN. WALL VARIES 0~-~ FOUNDATION WALL DETAIL AT ENTRY STAIR MARVIN FRENCH INSWlNG CLAD DOOR .3~4" STRIP OAK FLOORING ~" SUBFLOORING R-21 BATT INSULATION 1" RIGID INSULATION 2,1~6"Xl17/8' TJI~;210 @16" O,C. BEYOND ~" AZEK TRIM (2) 1~/4'' X 117~'' LVL ~,." EXTERIOR GRADE PLYWOOD 1X4 IPE DECKING PT 2X10 LEDGER PT 2X10 SILL PLATE 10" CONC FDN WALL 5/8" ANCHOR BOLT @ 48" OC W/ 5" EMBED (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) #5 REBAR #5 VERTICAL REBAR 24" OC. (TYP) 5" FROM IRT FACE (TYP.) WATER PROOFING MEMBRANE 2" RIGID INSULATION OZS. FOUNDATION WALL DETAIL AT SECONDARY ENTRANCE ~" AZEK PANEL ~"X4" AZEK TRIM lX4 IPE DECKING PT 2X12 LEDGER #5 VERTICAL REBAR 24" 0 C (TYP.) FROM INT, FACE (TYP.) AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R-21 BATT INSULATION 2X6 BOTTOM PLATE %" CWB 3~" STRIP OAK FLOORING ~" SUBFLOORING R 21 BATT INSULATION 1" RIGID INSULATION BEYOND OC PT 2X10 SILL PLATE 5/8" ANCHOR BOLT @ 48" OC W/ 5" EMBED (REFER TO CMECPK SBEARWALL PLAN FOR SPECS) #5 REBAR 10" CONC FND WALL WATER PROOFING MEMBRANE FOUNDATION WALL DETAIL @ DECK 1X,~ IPE DECK FLOORING PT 2X12 LEDGER HOLDOWN ALIGN VERTICALLY W/ANCHOR BOLT (REFER TO CMECPK SH EARWALL/HOLDOWN PLAN FOR SPECS.) CEDAR CLAPBOARDS - 5" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X8 FRAMING R 21 BATT INSULATION 2X8 BOTTOM PLATE ~z" PLYWOOD %" GWB 5~" STRIP OAK FLOORING ~" SUBFLOORINO R-21 BATT INSULATION 1" RIGID INSULATION 2]~e"X117~'' TJI®210 @16" O.C. (2) 1~" X 117/8" LVL 2X10 PT SILL PLATE - #5 REBAR ~" ANCHOR BOLT © 12" OC. W/ 5" EMBED (REFER TO CMECPK SBEARWALL PLAN FOR SPECS,) 10" CONC FDN WALL WATER PROOFING MEMBRANE HOLDOWN ANCHOR BOLT (REFER TO CMECPK BHEARWALL/BOLDOWN PLAN FOR SPECS,) #B REBAR VERT. @ 24 0 C. TYP 3" FROM INT FACE TYP 02 FOUNDATION WALL DETAIL @ DECK CEDAR CLAPBOARDS 3" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R 21 BATT INSULATION 2X6 BOTTOM PLATE %" owB 5~" STRIP OAK FLOORING ~" SUBFLOORING R 21 BATT INSULATION 1" RIGID INSULATION 2~6"Xl1~" TJI®210 @16" OC. BEYOND (2) 1~" X 117~'' LVL 1" AZEK TRIM 2X10 PT SILL PLATE 5/8" ANCHOR BOLT @ 48" O.C. W/ 5" EMBED. (REFER TO CMECPK SHEARWALL PLAN FOR SPECS) #5 REBAR #5 VERTICAL REBAR 24" 0 C (TYP) FROM INT FACE (TYP) 10" CONC FDN WALL WATER PROOFING MEMBRANE 2" STONE VENEER 1 TYPICAL FOUNDATION WALL DETAIL ENGLERT ARCHITECTURAL/RESIDENTIAL METAL ROOF SYSTEM - 1~" SNAP LOCK PANELS ICE & WATER SHIELD CONTINUOUS AT EDGE 50# BUILDING FELT EXTERIOR GRADE PLYWOOD R 21 BATT INSULATION 2X6 FRAMING CONT, 2X6 AZEK FASCIA BOARD ~" AZEK TRIM ~" TRIM BOARD ~" WINDOW CASING MARVIN ULTIMATE DOUBLE HUNG WINDOW AZEK WINDOW TRIM MARVIN ULTIMATE DOUBLE HUNG WINDOW WOOD SILL ~" WOOD TRIM (2) 2X6 R 21 BATT INSULATION (2) 2X6 2X6 FRAMING %" cws 5~" STRIP OAK FLOORING ~" BUBFLOORING 2~6'X117/8" TJI®210 @16" OC BEYOND BY." x ~7&,, LVL 2X4 FRAMING 3~' BOARDS ROOF DETAIL AT DINING ROOM 7" X 14" PSL 5~" STRIP OAK FLOORING ~" SUBFLOORING 2~6"Xl1~" TJI®210 @16" OC. BEYOND %" CWB 1X FINISH BOARD 0~-~ FIRST FLOOR BEAM DETAIL ~"X4" AZEK TRIM lX4 IPE DECKING PT 2X12 LEDGER ("~.~f FOUNDATION DETAIL @ LIVING ROOM & DECK ~J'-I' I 1/2" = f-O" MARVIN CLAD ULTIMATE INSWlNG FRENCH DOOR 5~/4'' STRIP OAK FLOORING ~" SUBFLOORING R-21 BATT INSULATION 1" RIGID INSULATION 2~6"X117/a'' TJI~210 @16" OC BEYOND 15/4" X 11~" LVL PT 2X10 SILL PLATE 5/8" ANCHOR HOLT @ 48" OC W/ 5" EMBED (REFER TO CMECPK SHEARWAI PLAN FOR SPECS) #5 REBAR #5 REBAR VERT @ 24 0 C TYP 5" FROM INT. FACE TYP, 10" CONC FDN WALL WATER PROOFINB MEMBRANE CEDAR WOOD BOARDS 2X6 FRAMING ~" AZEK TRIM CEDAR CLAPBOARDS 5" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 1~/~'' X 117/8" LVL 2Y16"X11~" TJI,~210 @16" 0 C. BEYOND R 5B BATT INSULATION 2X6 TOP PLATE %" OWB 2X6 FRAMING R 21 BATT INSULATION 2X6 DOOR HEADER ~" X 4" ACTUAL DOOR TRIM Y2" INSULATION MARVIN ULTIMATE OU TBWlNO CLAD FRENCH DOOR DOOR HEADER DETAIL AT SCREENED PORCH CEDAR CLAPBOARDS 3" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD (2) 1~" X 11~" LVL 2~6"Xl17/8'' TJIe210 @16" OC BEYOND R 38 BATT INSULATION 2X6 TOP PLATE 2X6 FRAMING R-21 BATT INSULATION 2X6 DOOR HEADER ~" AZEK TRIM MARVIN ULTIMATE INSWlNG CLAD FRENCH DOOR 2 DOOR HEADER DETAIL AT SECONDARY ENTRANCE 1-1/2" = I'-~' 8 52 4 %" OWB 2X6 FRAMING R 21 BATT INSULATION ~" EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER CEDAR CLAPBOARDS - EXPOSURE 2X6 WINDOW HEADER ~"X4" ACTUAL WOOD TRIM ~" AZEK TRIM ~2" INSULATION MARVIN CLAD CASEMASER WINDOW WOOD SILL ~"XA" ACTUAL WOOD TRIM %" GWB (2) 2X6 2X6 FRAMING R 21 BATT INSULATION ~" AZEK TRIM ~" EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER CEDAR CLAPBOARDS 3" EXPOSURE 1 TYPICAL CASEMENT WINDOW DETAILS ~== i'_0= PERMIT SET 05.12.10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE PROJECT: 138 A-433 J lx4 IPE DECKING 2X6 JOIST @ 12" OC TAPERED 2Xs @ 16" OC WATER-PROOF MEMBRANE ~' EXTERIOR GRADE PLYWOOD 5~" CEDAR BOARDS t ! EXTERIOR DOOR WOOD SADDLE 3/14" STRIP OAK FLOORING ~" SUBFLOORING 1" RIGID INSULATION R 21 BATT INSULATION @16" O.C BEYOND %" BWB (2) 2X6 TOP PLATE 2X5 FRAMING FILLED WITH R 21 DA% INSULATION ~" EXFERIOR ORADE PLYWOOD 4 DETAIL AT BALCONY MARVIN ULTIMATE CLAD DOUBLE HUNG WINDOW 1" WOOD SILL ~/~" WINDOW APRON AIR & VAPOR BARRIER EXTERIOR GRADE PLYWOOD 2X6 FRAMING CEDAR CLAPBOARDS - 5" EXPOSURE R-21 BATT INSULATION %" DWB ,3~' STRIP OAK FLOORINO ~" BUBFLOORIND R-50 BATT INSULATION 2~16"Xl1~" TJI®210 @16" OC. BEYOND (2) 1~" X 11~" LVL EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER PT WOOD FRAMING ~" AZEK TRIM AWNING DETAILS SEE SHEET A458 3 DETAIL AT ENTRY AWNING PERMIT SET HOBSON (2) 1N" X 117~'' LVL 1~" X 9~" LVL BOLTED TO FOUNDATION WALL %" ¢ L BOLT @ 24" O.C MAX & EA END w/ 5" ENBEDMENT & 5" MIN. CONC EDGE DIST #5 REBAR t/5 REBAR VERT @ 24 OC 5" FROM INT, FACE TYP lx4 IPE DECKINB TAPERED 2X4s 16" OC WATER-PROOF MEMBRANE TAPERED DRAIN PAN EXTERIOR INSWINC DOOR AZEK DOOR SILL & TRIM 5~" STRIP OAK FLOORING ~" SUBFLOORING R-50 BATT INSULATION 2]~6"Xl1~" TJI®210 @16" O,C. BEYOND ~" TYPE "X" GWB ~" EXTERIOR GRADE PLYWOOD 5~" X 19~" OLU LAM 2~6"X9,!~'' TJI®£10 @16" O.C BEYOND 2' DETAIL AT ENTRY FLOOR CEDAR CLAPBOARDS 3" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R 21 BATT iNSULATION %" owe 2X6 BOTTOM PLATE REFER TO CMECPK SHEARWALL PLAN FOR BOTTOM PLATE CONNECTIONS 5)/4" STRIP OAK FLOORING ~/~" SUBFLOORING R 21 BATT INSULATION 1" RIGID INSULATION 2,~m"Xll~" TJf®210 @16" 0%. BEYOND (1) 1N" X 117/a'' LVL (2) 2X6 TOP PLATE REFER TO CMECPK SNEARWALL PLAN FOR TOP PLATE CONNECTIONS %" owe 1 TYPICAL SECOND FLOOR DETAIL I-1/2' = 1'-0" KINLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE PROJECT: 138 A-434 ENGLERT ARCHITECTURAL/RESIDENTIAL METAL ROOF SYSTEM 1~" SNAP LOCK PANELS ICE & WATER SHIELD CONTINUOUS AT EDGE 30# BUILDING FELT ~" EXTERIOR GRADE PLYWOOD PREFABRICATED TRUSS ~" EXTERIOR GRADE PLYWOOD 5~" X 11~" LVL ~" AZEK TRIM ~" EXTERIOR GRADE PLYWOOD ~" AZEK TRIM CEDAR WOOD BOARDS 3 EAVE DETAIL AT SCREENED PORCH 5 RIDGE DETAIL ENGLERT ARCHITECTURAL/RESIDENTIAL METAL ROOF SYSTEM 1~" SNAP LOCK PANELS ICE & WATER SHIELD CONTINUOUS AT EDGE 30# BUILDING FELT ~'~ EXTERIOR GRADE PLYWOOD PREFABRICATED TRUSS 2X12 (2) 2X6 TOP PLATE ~" EXTERIOR GRADE PLYWOOD 2X6 FRAMING (2) 2X6 ~" AZEK TRIM ~" EXTERIOR GRADE TRIM CEDAR CLAPBOARDS EXPOSURE AWNING DETAILS - SEE SHEET A458 2 EAVE DETAIL AT SECONDARY ENTRANCE STANDING SEAM METAL ROOF 2X12 RIDGE BOARD a~,, PLYWOOD METAL STRAP PACK CAVITY W/ FIBERGLASS INSULATION 2X12 RAFTER %" GWB ~" WINDOW CASING 1" WINDOW SILL ~" WINDOW CASING %" GWB 5- ~,,, 8 4 0,~. TYPICAL RIDGE DETAIL ENDLERT ARCHITECTURAL/RESIDENTIAL METAL ROOF SYSTEM - lY2" SNAP LOCK PANELS ICE & WATER SHIELD CONTINUOUS AT EDGE 30# BUILDING FELT ~" EXTERIOR GRADE PLYWOOD PREFABRICATED TRUSS "A" R-38 BATT INSULATION 2X12 (2) 2X6 TOP PLATE 2X6 FRAMING W/ R 21 BATT INSULATION (2) 2X6 ~" AZEK TRIM ~" EXTERIOR GRADE TRIM 2X6 HEADER ~" AZEK TRIM ~" INSULATION MARVIN CLAD ULTIMATE DOUBLE HUNG WINDOW ~" AZEK TRIM CEDAR CLAPBOARDS 3" EXPOSURE AIR & VAPOR BARRIER ~" EXTERIOR GRADE PLYWOOD 2X6 FRAMING FILLED W/ R-21 BATT INSTULATION 1 TYPICAL EAVE DETAIL 1-1/2' = f-o" PERMIT SET 05.12.10 HOBSON 0 CE,NN VIEW AVENUE FISHERS ISLNN D, NY KINLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE PROJECT: 3.38 A-435 WINDOW SCHEDULE FIRST FLOOR Rough Opening Size Jamb Casing Divided NOTE: SEE SHEET A502 FOR WINDOW ELEVATIONS Exterior ~ 104 103 KITCHEN B MARVIN CCM3648 (R) CASEMENT 3'-1" 3'-11 5/8" 7/8" SDL y WHITE CLAD 105 105 GAMEROOM D MARVIN CUDH3228 DOUBLE HUNG 3'-2 3/8" 5'-4 7/8" 7/8" SDL Y I WHITE CLAD 106 CUDH4030 7/8" SDL y 112 102 DINING F MARVIN CUDH4030 DOUBLE HUNG 3'-9 7/8" 5'-8 7/8" 7/8" SDL y WHITE CLAD 113 102 DINING F MARVIN CUDH4030 DOUBLE HUNG 3'-9 7/8" 5'-8 7/8" 7/8" SDL y WHITE CLAD 114 102 DINING G MARVIN CUDH2630 DOUBLE HUNG 2'-8 3/8" 5'-8 7/8" 7/8" SDL i y I WHITE CLAD 115 101 ENTRY H I MARVIN (2) CUDH3230 DOUBLE HUNG 6'-3 3/4" 5'-8 7/8" 7/8" SDL y WHITE CLAD 116 111 MUDROOM H MARVIN (2) CUDH3230 DOUBLE HUNG 6'-3 3/4" 5'-8 7/8" 7/8" SDL ~ y I I WHITE CLAD 117 111 MUDROOM C I MARVIN (2) CCM3648 CASEMENT I 6'-1" 3'-11 5/8" 7/8" SDL y WHITE CLAD 118 112 OFFICE A MARVIN CCM3648 (L) CASEMENT 3'-1" 3'-11 5/8" 7/8" SDL y WHITE CLAD SECOND FLOOR Rough Opening.Size i Jamb CasingDivided Exter!or Window # Room # Rm Name TYDPe I Manufact. Product # Description Width Height Depth Type light Screen Hardware ~ CladdIng 201 201 M. BEDROOM MARVIN CUDH3228 DOUBLE HUNG 3'-2 3/8" 5'-4 7/8"' 7/8" SDL y WHITE CLAD 202 203 HALL E MARVIN (2) CUDH3228 DOUBLE HUNG 3'-3 3/4" 5'-4 7/8" 7/8" SDL y I WHITE CLAD 203 i 203 HALL D MARVIN CUDH3228 DOUBLE HUNG 3'-2 3/8I' 5'-47/8" 7/8I' SDL Y ] WHITE CLAD 204 203 HALL D MARVIN CUDH3228 DOUBLE HUNG 3'-23/8" 5'-47/8" 7/8" SDL y WHITE CLAD 205 203 HALL D MARVIN CUDH3228 DOUBLE HUNG 3'-2 3/8" 5'-4 7/8" 7/8" SDL y I I WHITE CLAD 206 208 BEDROOM i I I MARVIN CUDH4028 DOUBLE HUNG 3'-10 3/8" 5'-4 7/8" 7/8" SDL y WHITE CLAD 207 208 BEDROOM I I MARVIN CUDH4028 DOUBLE HUNG 3'-10 3/8" 5'*4 7/8" 7/8" SDL y WHITE CLAD 208 206 BEDROOM 2 I MARVIN CUDH4028 DOUBLE HUNG 3'-10 3/8" 5'-4 7/8" 7/8" SDL y WHITE CLAD ' 209 204 BEDROOM 3 I MARVIN CUDH4028 DOUBLE HUNG 3'-10 3/8" 5'-47/8" 7/8" SDL y WHITE CLAD 210 204 BEDROOM 3 I MARVIN CUDH4028 DOUBLE HUNG 3'-10 3/8" 5'-4 7/8" 7/8" SDL y WHITE CLAD 211 202 M. BATH i j MARVIN (2) CUDH2620 DOUBLE HUNG 5'-3 3/4" 4'-07/8" 7/8" SDL y WHITE CLAD 212 201 M. BEDROOM I MARVIN CUDH4028 DOUBLE HUNG 3'-10 3/8" 5'-4 7/8" 7/8" SDL y WHITE CLAD 213 201 M. BEDROOM E MARVIN (2) CUDH3228 DOUBLE HUNG 3'-3 3/4" 5'-4 7/8" 7/8" SDL y I WHITE CLAD ATTIC Rough Opening Size ~ Jamb CasingDivided I , Depth Type light Screen Window #Room # Rm Name ~ Type I Manufact.Product # Description Width Height i 301 NA ATrlC i K MARVIN CAWVP2436 CLAD AWNING VENTING PICTURE 2'-1" 2'-11 5/8" 7/8" SDL 302 NA ATTIC K MARVIN CAWVP2436 CLAD AWNING VENTING PICTURE 2'-1" 2'-11 5/8" 7/8" SDL Hardware ' Exterior Cladding WHITE CLAD WHITE CLAD I I REMARKS I / REMARKS 1 WINDOW SCHEDULE PERMIT SET HOBSON OCEA'~ VIEW AYENLE FIS~E RS ISLAND, Ny I KINLIN RUTHERFURD ARCHITECTS, PLLC WINDOW SCHEDULE FULL SCALE PROJECT: 138 A-501 3' 283'' RO 6' 345'' RO CCM3648 (L) SDL ~" W/ SPACER 101, 102, 103, 106, 118 ccM364a (R) SDL ~" W/ SPACER 104 (2) CCM3648 SDL ~" W/ SPACER 117 CUDH3228 SDL ~" W/ SPACER 105, 106, 107, 201, 203, 204, 205 (2) CUDH5228 SDL ~" W/ SPACER 202, 213 3 -98 RO 6 -34 RO 0 '~4 RO 0 CUDH4030 z,, W/ SPACER SDL a 110, 111, 112, 113 CUDH2630 Z" W/ SPACER SDL a 109, 114 (2) CUDH3250 SDL ~" W/ SPACER 115, 116 CUDH4028 SDL ~" W/ SPACER 206, 207, 208, 209, 210, 212 (2) CUDH2620 SDL ~" W/ SPACER 212 CAWVP2456 SDL ~" W/ SPACER 301, 302 1 WINDOW TYPES EXTERIOR DOOR SCHEDULE BASEMENT Door # 001 002 Room# RmName Type Manufact. NA GARAGE I CUSTOM NA GARAGE I CUSTOM FIRST FLOOR Door # Room # 101 101 102 111 103 104 104 104 105 104 106 107 107 107 108 107 Rm Name ENTRY MUDROOM LIVING LIVING LIVING HALL HALL HALL Type Manufact. A SIMPSON B SIMPSON C MARVIN C MARVIN H SIMPSON D SIMPSON F SIMPSON E SIMPSON SECOND FLOOR Door # Room # 201 201 Rm Name M. BEDROOM Type G Manufact. MARVIN Product # Product # CUSTOM CUSTOM CUIFD6070 CUIFD6070 CUSTOM CUSTOM CUSTOM CUSTOM Product # CUIFD2870 Description OUTSWING GARAGE DOOR OUTSWING GARAGE DOOR Description INSWING FRENCH DOOR INSWING FRENCH DOOR CLAD ULT. INSWING FRENCH DOOR CLAD ULT. INSWlNG FRENCH DOOR INBWING FRENCH DOOR OUTSWlNG FRENCH DOOR INSWlNG FRENCH DOOR INSWlNG FRENCH DOOR Description CLAD ULT. INSWING FRENCH DOOR RoughOpeningSize Width Height 9,-1,, 7'-6~2" 9'-1" 7,-6~2,, Rough Opening Size Width , Height 4'-8 1/16" 7'-2 1/2r' 4'-8 1/16" 7'-2 1/2" 6'-1 5/8" 7'-2 1/2" 6'-1 5/8" 7'-2 1/2" 3'-6 1/2" 7'-1" 6'-1 5/8" 7'-2 1/2" 2L10 7/16" 7'-2 1/2" 3'-2 7/16" 7'-2 1/2" Rough Opening Size Width Height 2'-10 7/16" 7'-2 1/2" Jamb Depth Jamb Depth Jamb Depth Casing Type Casing Type Casing Type Divided light Divided light Divided light NOTE: SEE SHEET A504 FOR EXTERIOR DOOR ELEVATIONS Screen I Hardware Exterior Cladding REMARKS Screen Y Y Y Y Y Y Y Y Hardware Exterior Cladding REMARKS WHITE CLAD WHITE CLAD WHITE CLAD WHITE CLAD WHITE CLAD WHITE CLAD WHITE CLAD WHITE CLAD Screen Y Hardware Exterior Cladding REMARKS WHITE CLAD I 01~EXTERIOR DOOR SCHEDULE PERMIT SET HOBSON OCEA~, VIEW AVENbE FISHERS ISLAND, NY KINLIN RUTHERFURD ARCHII' EXTERIOR DOOR SCHEDULE FULL SCALE A-5 PROJECT: 138 101 102 CUIFD6070 O0 105, 104 106 108 I 9'-1" RO 107 CUIFD2870 201 105 001, 002 01 ,E~XTERIOR DOOR TYPES MECHANICAL ROOM FUTURE BATH ELECTRICAL LEGEND WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE WATERPROOF RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE UNDER CABINET STRIP LIGHT INTERCOM SWITCH DIMMER SWITCH 5 WAY SWITCH 5 WAY DIMMER SWITCH DOOR OPERATED SWITCH DUPLEX OUTLET WATERPROOF DUPLEX OUTLET SWITCHED DUPLEX RECEPTICAL OUTLET, ONE SIDE ONLY GROUNDED FAULT RECEPTICAL OUTLET QUADRUPLEX OUTLET FLOOR OUTLET TELEPHONE/DATA TELEVISION EXHAUST FAN THERMOSTAT SMOKE/CARSON MONOXIDE DETECTOR DOORBELL FUTURE FAMILY ROOM UP · EQ ? EO q 1 BASEMENT FLOOR PLAN POWDER ROOM I1' J~ HALL + SCREENED PORCH + I I I LIVING t J DINING + + PANTRY + ENTRY DN DN V UP jf BREEZEWAY EQ 1 I ELECTRICAL LEGEND WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE WATERPROOF RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE UNDER CABINET STRIP LIGHT INTERCOM SWITCH DIMMER SWITCH 5-WAY SWITCH 3-WAY DIMMER SWITCH DOOR OPERATED SWITCH DUPLEX OUTLET WATERPROOF DUPLEX OUTLET SWITCHED DUPLEX RECEPTICAL OUTLET, ONE SIDE ONLY GROUNDED FAULT RECEPTICAL OUTLET QUADRUPLEX OUTLET FLOOR OUTLET TELEPHONE/DATA TELEVISION EXHAUST FAN THERMOSTAT SMOKE/CARBON MONOXIDE DETECTOR DOORBELL OFFICE MUDROOM/ LAUNDRY 1 FIRST FLOOR PLAN BATH CL. q + BATH, 2 ri I I I BATH 5 q CL 5 DN I I I I I~1 BATH LINEN MASTER BEDROOM ELECTRICAL LEGEND WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE WATERPROOF RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE UNDER CABINET STRIP LIGHT INTERCOM SWITCH DIMMER SWITCH 5 WAY SW~TCH 5-WAY DIMMER SWITCH DOOR OPERATED SW~TCH DUPLEX OUTLET WATERPROOF DUPLEX OUTLET -- SWITCHED DUPLEX RECEPTICAL OUTLET, ONE SIDE ONLY , GROUNDED FAULT RECEPTICAL OUTLET QUADRUPLEX OUTLET ~ FLOOR OUTLET TELEPHONE/DATA TELEVISION EXHAUST FAN THERMOSTAT SMOKE/CARBON MONOXIDE DETECTOR DOORBELL II GL, CL PERMITSET HOBSON 05.12,10 KINLIN RUTHERFURD ARCHITECTS, PLLC 1 SECOND FLOOR PLAN SECOND FLOOR ELECTRICAL PLAN FULL SCALE PROJECT: 138 E-102 PLUMBING NOTES: 10 DO NOT SCALE FROM THIS DRAWING 2,) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. 3,) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC REQUIRED 4) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITNNG BID 5 ) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYINO FOR FINAL PAYMENT. 6.) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/W" PER FOOT MINIMUM, OVER 3" DIA PITCH 1/8" PER FOOT MINIMUM. 7 ) SPACING BETWEEN CLEAN OUTS SHALL NOT EXCEED 50' 0" 8) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE 9 ) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES SECOND FLOOR CEILING SECOND FLOOR FIRST FLOOR BASEMENT POWDER ROOM BAR I LaY[ SinkJ BATH #2 4" VTR I I I I I I I I I I I I t WC tI C0 BATH 'UMP 1#2 BATH 2 I I I I I I I I I I I I Lav,I I ~' 14' ~" Il co. Tub I I I ,I Lav II CB MASTER BATH 2"1 I I I I I I I I I ~ I I Lav,i I Lay. I Clothes ~ I ' J Washer ~I~1 ~J [ WC I? co,112" ,,," I" 4'VTR LAUNDRY 2I Clothes Washer FA ~;T--4';--TO SEPTIC, SEE ATTACHED SITE AND SEPTIC DWG HOBSC OCE,~N VIEW AVE FISHERS ISLANb KINLIN R ~ 1 PLUMBING RISER DIAGRAM PLUM DIAGF FULL SC, PROJEC-I /% LINE OF DECK ABOVE LEGEND FOUNDATION WALL INDICATES LOCATION OF COLUMN 55'-15/4" EDGE OF FOUNDATION WOOD SHEARWALL ABOVE (SEE ENGINEER'S WOOD SHEARWALL FRAMING PLAN FOR DETAILS) HDUI¢ 12" THICK FOOTINO BETWEEN EXTERIOR FOOTINGS W/ (5) #5 LONG BARS HD19 ABOVE IiI 24" THICK FOOTING BETWEEN EXTERIOR FOOTINGS W/ #5 @ 12" DC, EA WAY TOP TO BOTTOM W/ 5" CONCRETE COVER TYP HDU8 WOOD SHEARWALL ABOVE (SEE ENGINEER'S WOOD SHEARWALL FRAMING PLAN FOR DETAILS) 12' 105/~'' IlI 2'- 73/4' t STEPS IN FOOTING 16' 9~2' HDU8 24" THIC~ FOOTING BETWEEN EXTERIOR FOOTINGS W/ ¢5 ~ 12" 0 CEA WAY TOpI?~ I BOTTOM W/ 3" CONCRETE COVER TYP CONCRETE WALL ABOVE STEPS IN FOOTING 71'-10/14'' / 01 ,/*%1 PERMITSET HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC FOOTING PLAN FOOTING PLAN I/4" = i*_O' FULL SCALE PROJECT: 138 S-101 FOUNDATION WALL < < < , I INDICATES LOCATION OF COLUMN (SEE ENGINEER'S WOOD HDU4 , ¼ ' I ~10' 1"~ I ' BEAM POCKEI " J UNDER HDUI~ ~W/(4) ~ ~T I ~ ~ -- REINF, HO0~ ,~0 rfg L . t [ I ~ ' I HDU~ $ ~ I ~t i -- -- -- BEAM POCKET CONNECT SfLL m mmm ~ *'~ m ~ ~ CONC A PERMIT~ ,I I m, _ ~ ~m o~ ~,~w,~..~ · ~ I~ ~ -~---q '" ~1 r - - .......... ~ HDUDB DOOR PIER SEGMENT W/(4) #5 VERf REINF HDU8B BARS, (1) EA CORNER HOOK INTO FTG HDU14B HORSON HOUSE OCEAN VIEW AVENU£, FISHERS ISLAND, NY TAX MAp # 1000 009 11 4 DESIGN CRITERIA: -' I 07.08.10 05.12.10 LINE OF DECK ABOVE <, < <, <, KIN LIN RUTHERFURD ARCHITECTS, PLLC FOUNDATION PLAN N 1 FOUNDATION PLAN FULL SCALE PROJECT: 138 S-102 LEGEND FOUNDATION W~LL fNDICATES LOCATION OF COLUMN 15' 11~" 0 15' 4/14" F L L P P ,. 11' 0" 0 15' 7" 0 0 0 ', <, DECK FOOTINGS PLAN (2) PT 2X12 BELOW SEE DETAIL 01/A459 (2) PT 2X12 BELOW SEE DETAIL 01/A439 FOUNDATION WALL BELOW BEAM POCKET 1 O"X10" CONCRETE PIER FOR FUTURE HOUSE EXPANSION SCREENED PORCH 7X1~ PSL 6X6 DOUGLAS FIR #1 W/15,000 # CAPACITY (TYP) 2X6 PRESSURE TREATED 6X6 POST (TY?) BEAM POCKET BLOCK GAP IN POSTS BETWN FLOORS SOLID FOR FULL BEARING (TYP,) 5~"X11 ~" LVL TAPERED 2X4 FRAMING @ 16" OC WITH DRAINING PAN BELOW- PITCHED TOWARDS STAIRS SEE SECTION 01/A402 (2) PT 2X12 BELOW SEE DETAIL 0~/A459 PERMIT SET 05.12,10 HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC 0'1 DECK FRAMING PLAN DECK FRAMING & INTERIOR PSL PLAN FULL SCALE PROJECT: 138 S-111 II (2) 1~' X117~'' LVL 10"X10" CONCRETE PIER FOR FUTURE HOUSE EXPANSION (2) PT 2X12 DECK BEARINO/SHEARWALL (2) 2,Vlle"X11~" TJI®210 (1) 15/4" Xl1~" LVL PT 2X12 ~ 16" OC 6X6 POST (TYP.) 7Xli4 PSL BELO~ JOI iTS BLOCK GAP IN POSTS BETWN. FLOORS SOLID FOR FULL BEARING (TYPO 2~116"X117/~'' TJI®210 @16" OC FOUNDATION WALL BELOW (2) 1~' Xl1~" LVL (2) 15/4" Xl17~'' LVL (2) 15/4" X117~' LVL "xuW' LVL aE C (1) 1~" Xl1~" LVL (2) 1~4" X11~" LVL (2) 1~" X117~'' LVL OVER OPENING MIN. (1) 1~" X 9"/2" LVL LOWER FRAMING BELOW ENTRY BREEZEWAY SEE SECTION 01/A402 (1) 1~' X14" LVL (2) 1~" Xl17~'' LVL (1) 5Y2" X19~" GLU-LAM 2Y116"xg,F2'' TJle210 @16" DECK (2) 1N" X117/8'' LVL FOUNDATION/BEARINO WALL 2~6"Xl1~" TJI~210 @16" O.C OC (3) 1N" X117/8'' LVL (2) 1N" Xl1~" LVL FULL HT JOIST BLOCKINE @ ¢8" OC 1ST EXT BAY @ JOISTS PARALLEL TO EXT. RIM PERMIT SET HOBSON 05.12.10 KINLIN RUTHERFURD ARCHITECTS, PLLC 1 FIRST FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN FULL SCALE PROJECT: 138 S-112 BEARING WALL BELOW W/(2) 1~" Xll~" LVL ON TOP FOR SHEARWALLS ~ BEAM SUPPORT (1) 1~" Xl1~" LVL BEARING/SHEARWALL TO ROOF TRUSSES @16" OC (5) 1~" Xl17~'' LVL @16" OC (2} 1~" X11~" LVL (1) 1~" Xl17/8'' LVL 6X6 DOUGLAS FIR //1 w/re,ODD # CAPACITY (TYPO (2) 1~" Xl17/8'' LVL (~) 1~4" X~17/8'' LVL 6X6 DOUGLAS FIR #1 W/m,O00 # CAPACITY (TYP.} (1) 1~" Xl1~" LVL . II H NOEN w? 4OdO, I I C PACIITY I i (1) 13/4'' X117/8'' LVL (4) 2X6 POST MIN. TYP BEAM SUPPORT TO FDN., BLOCK GAP BTWN, FLOORS SOLID FOR FULL SEARING (TYP) (1) 1~" Xl17~'' LVL 6X6 DOUGLAS FIR #1 W/15,000 // CAPACITY (TYP.) , 7x14" PSL BELOW JOISTS (2) 1~" Xl1~" LVL ,6X6 DOUGLAS FIR #1 :W/15,000 # I CAPACITY (TypO 5~"Xll ~" LVL (2) 1~" Xl1~" LVL (5) 1~" X11%' LVL (REFER TO CMECPK SHEARWALL PLAN FOR CONNECTIONS TO DECK END BEAM) (2) 2X6 DECK END BEAM, EXTEND EA END 24" INTO FLOOR SPACE AGAINST RIM BOARD, FASTEN 1ST PLY TO RIM W/(IO) ~" X 5" SDS SCREWS EA, END BEARING WALL LVL 2~6"Xl17~'' TJI®210 @16" OC, (1) 1~" Xl17/8'' LVL (5) ~%" x~" LVL (REFER TO CMECPK SHEARWALL PLAN FOR CONNECTIONS TO DECK END BEAM) (1) 1N" Xl17/8'' LVL RIM BLOCKING (TYP @ 48" OC MAX. 1 SECOND FLOOR FRAMING PLAN PT 6X6 PT 6X6 PT 6X6 PT 6X6 PT 6X6 L PT 6X6 PT 2X6 @ 16"0C I I 1 AWNING FRAMING PLAN 1/4' = 1'-0' PERMIT SET 05.12.10 i HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC AWNING FRAMING PLAN FULL SCALE PROJECT: 138 S-114 © 11 CRICKET BEHIND CHIMNEY 1' 0" 5~"Xl17~'' LVL (4) 2X6 POST TYP, AT ROOF BEAMS TO FDN 5Y4"X11 ~" LVL 70' 11~' RIDGE BEAM 5~"X9~" LVL PERMITSET HOBSON KINLIN RUTHERFURD ARCHITECTS, PLLC 1 ROOF FRAMING PLAN LEVEL ONE ROOF FRAMING PLAN i LEVEL ONE FULL SCALE PROJECT: 138 S-115 BHEARWALL FROM BELOW TO ROOF EAVE FRAME SHEARWALL TO ROOF, PLACE B D AT TO. WALL INT, W/ROOF TRUSS BEARING/ SHEARWALL SHEARWALL FROM BELOW TO ROOF BEARING. 16' 821" SHEARWALL FROM BELOW TO ROOF BEARING, (11' SHEARWALL FROM BELOW TO ROOF EAVE 15' 421" 5~"Xl1~" LVL i (4) 2X6 POST MIN TYP AT ROOF BEAMS TO FDN. LVL B~"X9~" LVL 0 1 ROOF FRAMING PLAN LEVEL TWO