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35392-Z
Town of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/29/2011 No: 35093 Date: 7/29/2011 SCTM #: 473889 Subdivision: THIS CERTIFIES that the building ADDITION/ALTERATION Locatinn of Property: 1350 Robinson Lane, Pcconic, Sec/Block/Lot: 98.-4-28.1 FfledMap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/3/2010 pursuant to which Building Permit No. 35392 dated 3/15/2010 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: alterations to basement and screened porch and deck addition to an exisiting one family dwellin~ as applied for. The certificate is issued to Bremner, Adam & Hubinsky, Tamara (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 6/6/11 R10-10-0032 7/26/10 35392 7/2/10 Per'ion Plumbing & Heating FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PER~IT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35392 Z Date MARCH 15, 2010 Permission is hereby granted to: BREMNER & HUBINSKY 1350 ROBINSON LA PECONIC,NY for : CONSTRUCTION OF A SCREEN PORCH & DECK ADDITION TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 1350 ROBINSON LA County Tax Map No. 473889 Section 098 Block pursuant to application dated MARCH 3, 2010 Building Inspector to expire on SEPTEMBER 15, PECONIC 0004 Lot No. 028.001 and approved by the 2011. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DI~PARTMENT TOWN HALL This application must be filled in by typewriter or ink and submitted to the Building Department with the following: .6. For new building or new use: 1. Final survey 0f property with accurate location 0fall buildings~ property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage<tisposal (S_9 form). 3. Approval of electrical installation from Board 0fFire Underwriters. 4. Sworn statement from Number certifying that the solder used ia system contains less than 2/I0 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. 6, Submit P!anning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streeta, building and unusual natural 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. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, . Swimming PO01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2. Ceytifieate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $ 25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 f / Construction: Old or Pre-existing Building:: ~'/ (~a.)eck one) LocationofProperty: [~'-0 (~O~t:~)'~''')~'c5'''~ L~t-' tl'-~--C-.~r',/t ox.. House No. · Streef Hamlet . OwnHorOwuersofPrope y: '/la,, Suffolk County Tax Map No 1000, SeCtion Bl°Ck Subdivision Filed Map... Lot: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ .~O . Final Certificate: ~(check one) Applicaut Signature P,(). Box 1179 Tclcl)honc (631) 76,3-1802 r'ax (631) 76,3-9,302 ro.qer, dchert~town southold.nv.us Issued To: Hubinsky BI rlI,DIN(; I)EI'ARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Address: 1350 Robinson Lane City: Peconic St: NY Zip: 11958 Building Permit #: 35392 Section: C~ ~.~ Block: L~ Lot: c~ ~' · [ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Twin Fork Elec LicenseNo: 3488-e SITE DETAILS Office Use Only Residential l~ Ind°°r l~ Basement [~ Service Only I~ Corn medcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat [~ Hot Water NC Condenser NC Blower Appliances Switches sun room and deck INVENTORY Duplec Recpt ~ GFCI Recpt Single Recpt Range Recpt Dryer Recpt Twist Lock Ceiling Fixtures r----'-I~[~HID Fixtures Wall Fixtures 141 Smoke Detectors Recessed Fixtures [ I CO Detectors Fluorescent Fixtur~,~ Pumps Emergency Fixture Time Clocks Exit Fixtures TVSS Notes: Inspector Signature: Date: July2 2010 81-Cert Electrical Compliance Form Town Hall, 53095 Main Road P.O.. Box 11'79 $outhold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF' SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: - ' A'Please print) Plumber: _ (Please print) I cmtify that the solder used iii the water supply system contains less than 2/10 of 1% S ','om to before me this Notary Public,~[k__ County iPlumbers Signature) Nolary~ ,IELLE GRATHWOHL ubtic, Stake, ~_ .N~i~v York ~, 01G~zuut~ t ~if~ in ~ ~unN ~ ~ -~. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~.~ECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLB~G. [ ]FOUNDATION 2ND [ ] INS~ON~~ [ ]FRAMING / STRAPPING [ ~]~FINAL ~ ~Po~/ q~ [ ]FIREPLACE & CHIMNEY [ ] FIRE SA~=; f INSPECTION [ ]mE~'~ _C(X~mUCTW [ ] FI~ I~SlSTA#T FENETRATION REM~ DATE /~/! /~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY fiRE RESl~r~tr OoNsnIucnoN [ ] ROUGH PLBG. [ ] INS~N [ ] FIRE SAFETY INSPECTION [ ] RRE~mSTA. T~X~TRATX)N REMARKS: ~~__ ~_~ ~'-,~ ~ /~_..~~ ~ .~. ~ DATE { 7 INSPECTOR, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] ROUGH PLBG, [ ]INSerTION [ ~]"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FmE~S~T~rmm [ REMARKS: ~/~ / DATE INSPECTOR CHARLES M. THDMAS 7. D6 LINCDLN STREET RIVERHEAD, NY 11 ':::JD 1 WORK (531) 727-7993 FAX (53 I) 727-B033 December 9. 2010 Letter of Certification Town of Southold Building Department P.O Box 1179 Southold. N Y 11971 Attention: Mr. Gary Fish Re: 1350 Robinson Lane. Sot,hold Tamar Hubinsky & Adam Brcmmer Residence Deal' Building Inspector, This letler shall serve to certify that I have inspected the above referenced new construction, and l have found that: The new foundation piers, strapping, & rough framing, have been provided and installed in contbrmance with the Building Code of NYS. Please feel free to call us with any questions. Very truly yours. Charles M Thomas CHARLES M. THDMAS :gO5 LINP. OLN STREET RIVERHEAD, NY 1 1 9[31 WO,eK (531) 72'7-'7~93 FAX (63 I) 727-BD33 March 22, 2011 Dcm' Mr. Fish. IEncloscd is the final draw ing as you had requested for Tamar Hubinsky Adam Bremer Residence. 1350 Robinson l,ane. Peconic. I haxc told thc builder Tom Gabriclson about thc requirement lbra sell'closing fire door. and 5/8 inch shed rock tbr separation oFthe guragc and thc lixing area. }lc said, lac will be calling ?u l~>ra final inspection. ('hal'le~ M Ihomas toLD ]~SI~.,~JI'I. ON ~PORT DATE If ................................. _ · ROUGH ~G ~ PL~G STA~ E~RGY CODE _ ~ . ~g~ ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined ,20 PERMIT NO. 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 Flood Permit Storm-Water Assessment Form Contact: Approved ,20___ Mail to: Disapproved a/c Phone: Expiration ?0 ...... -~-~-~1 1'[~ Building Inspector :'- ' ~l/ll/i /It, i;'lll/, ~ O OR BUILDING PERMIT a. ~ ~~' ~ detely filled in by typewriter or in ink and submitted to the Building Inspector wilb 4 ~ o~ plans, accurafe pI~fplan 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 wate~ays. 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 pa~ for any pu¢ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. E Eve~ building pe~it shall expire if the work authorized has not commenced within 12 months a~er the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other re~lations affecting thc property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pemfit for an addition six months. Thereafter, a new pe~it shall be required. ~PLICATION IS HEREBY MADE to the Building Depa~ment for the issuance of a Building Pe~it 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 heroin described. The applicant agrees to comply with all applicable laws, ordinances, building ~housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspecti~. [ ,~ ~ (Signature of applicant or name, ifa co¢oratioo) (Maili~ address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises I ~d~'~ 0.~- Ob;rl~-~ /e (As on the tax roll or latest d) 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. Loeatio__n of land on which proposed work hvill b, e done: j 5D o Lt" 0,WK. House Number [/~'Street County Tax Map No. 1000 Section ~ Block Subdivision Filed Map No. / ~mlet Lot 2. State existing use and occupancy ofpremi~ses and intqnded use and occupancy a. Existing use and occupancy [d~ 0._ .~ , ~. L ~/I ~, ~:~[ ~', Fee Addition ~ Alteration Other Work [)a t, ~ I~ 5' c-,~-z-~.1 (Description) (To be paid on filing this application) b. Intended use and occupancy /~] 0 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost ,~ O L 5. If dwelling, number of dwelling units If garage, number of cars 6. Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of'use. 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories 9. Size oflot: Front. ]t..~?. I~ 5 10. Date of Purchase Dimensions of same structure with alterations or additions: Front Depth Height. Number 9f~ot~ri.es 8. Dimensions of entil'e new construction: Front 7,~ Rear Height I :570 (], ~ NumberofStories Rear ]~q, S~ Depth Name of Former Owner ['f-)i~- ~1 11. Zone or use district in which premises are situated /~. L(~) Rear,'i "~ ;:i .Depth 12. Does proposed construction violate any zor}ing law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES NO~/L/Will excess fill be removed from nremises? YES NO ~ 14. NamesofOwnerofpremises~O~.5/~,,, Address4 - 0 mY PhoneNo. qv7j · t' NameofArchitect ~.tq., /"/~ ~,,~ 3 Address O--;V~,"-he-~.c~ PhoneNo 7z-7 - 7 '~ t3 Name of Contractor Address Phone No. · 15 a. Is this property within 100 feet cfa 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 * 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 ~urvey. 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 ) D~IQi 5e ~'J ~- ~,/~(2~ being duly swom, deposes and says that (s)he is the applicant (Name of individual s'ignig'g contract) above named, /~ ~ ~Co~n CONNIE O. BUNCH Notary Public, State of New Yor~ (S)He is the ~,'~ Ne. 01mm~lRnR0 tractor, Agent, Corporate Officer, etc.) Qualified in Suffolk Count'/ Commission Expires April 14, 20 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 perfbnned in the manner set forth in the application filed tberewit~-~ Sworn to before me this ,~ I ~ 0--~.~ ~"~ r-~._ day of ¢-'/& 4 (L./._A.-l-t/~,jg¢.,,k ~20)12 ~ ~~ ~ ~..///_.~_ Notary Public Signature of Applicant ~Z....?/,_-.,../'_~:~ I F SOUTHOLD PROPERTY' RECORD CARD . /' J : ~ , , R~.~I~ S~S. ~L. ~A~A :OMi . CB. MISC.~ Mkt. Value ~ , ~ND IMP. J TOTAL DATE RE~ARKS AGE BUILDING CONDITI~ON NEW N 0 Rb~u~L BELOW ABOVE FARM Acre Va lue Tillable 1 Value Per Acre Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATE~~ ~ Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Tatal DOCK ECORD CARD 'FORMER, OWNER. STREETN I EVILLAGE W ACR.j Z,.- r TYPE OF BUILD}NG RES. SEAS. VL...~ j/ FARM CO,'W~,. CB. M[CS. Mk-t. "V~£ue IMP. TOTAL DATE REMARKS ~EAND AGE NEW FARM NORMAL BUILDING CONDITION BELOW ABOVE TiLlable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadow!and DEPTH House Plot BULKHEAD Total DOCK Value Per Vatue Acre Extension Extension Extenslon Porch Porch Breezeway Garage O.B. Tota] 98.-4-28.1 4/03 ~:ounclotion I ~ ~ Dinette ~ent ./~._ :laors K. / '; nterior Finish Wolls Ptace ~ Roof 1st Floor ~SR. Room ~ 2nd Floor FIN. ~ ..~ hl;~rmer COLOR TRIM i~A. Bldg. Extension Extension Extension Porch Porch Breezeway Garage Patio Total lFound~tion IBasement JEXt, Walls JFire Place ~ype Roof IRecreatian Room - :i tDormer 3oth :ioors nterior Finish Heat Rooms ist Floor Rooms 2nd Floor iDr!veway Dinette Ko LR. !BR. FIN. B Tow___ n o_ f Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~HE FOLLOWING ACTION8 MAY REQUIRE THE SU~M!_~_~!ON OF A Item Number. (NOTE: A Check Mark (~) for eaoh Queslion Is Required fo~ a Complete Application) Yes No 1 2 3 4 5 6 7 8, 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2') Inch Rainfall on Site? (This item witl include all ten-off ereated by site cleedng eed/er construction activiUes as welt as all Site Improvements and the permanent ereaUee of impe~k~s sun'aces.) Does the Site Plan aed/er Survey Show Ail Proposed Dreinage Stmctems Indicating Size & Locatiee? This Item shall include all Proposed Grade Changes and Slopes Co~trelling Surface WaterFIowi Will this PreJect Require any Land Filling, Grading er Excavation where there is a change to the Natural Existing Grade Invo~ving more thee 200 Cubic Yards of Matedal within any Parcel? · Will this Application Require Land DIstuCathg Activities Enonmpaaslng an Area in Excess of Five Thousand (5,000) Square Feet of Ground Sudaoe? Is there a Natural Water Coume Running through the Site? Is this Project within the Trustees jurisitlctiee er within One Hundred (100) feet of a WeUeed or Beach? Will there be Site preparation on Existing Grede Slopes which Exceed Fifteen (15) fast of Vertical Rise to O~e Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impe~ous Suffacas be Sloped to Direct Stem~Water Run-Off into ecd/or in the direction of a Tow~ ~ght-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/er ~he Construction of any Item Within the Town Right-of-Way er Road Shoulder Area? (This Item will NOT Include the Installation of Driveway Aproes.) Will this Project Require Site Pregamiton within the One Hundred (100) Year Floodplain of any Watercourse? ~ NOTE: If Any Answer to Questions One through Nine I$ Answered with s Check Mark In the Box, a Storm-Water, Grading, Drateag~ & Erosion Control Plan Is Required and Must be 8ubretited for Revlow Prior to Issuance of ~y Building Peredti EXEMPTION: Does this project meet the minimum standards [er c~assificaflon as a~ Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Wator, Oredthg, Drateage & Erosion Control Plan is NOT Requlredl Yes No STATE OF NEW YORK, .., ~_ ~ ~ COUNTY OF~.:...~.... ............. SS (Name~d~ls~) / O0 li~lE b BUNr:~ ~ ~ otee PubIic.State ~ N~ Yor~ ...... '~ ......................................................................................... T"". ff~i~'~-~ ..... ~er ~or mp~en~five of ~e ~er of ~er's, ~d is duly au~o~d to ~fform or have ~ffomled ~e s~d ~rk ~d ~ ~e ~d file ~s applicon; ~t ~ s~m~B con~ in ~ appli~fion ~ ~e m ~e ~t offs ~o~ md &lief; ~d ~ ~e work ~ll ~ peffo~ed in ~e m~ner set fo~ ~ ~e appli~fion filed hem~. Sworn to before me this; Notary Public: ..................... FORM - 06107 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971~959 Telephone (631) 765-1802 ro,qer, richertd, t~ow(6n3~s)o76u~l~5o(~ ny us BUILDING DEPARTMENT TOWN OF SOUTHOI,]3 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: *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} *Service Size: 1 Phase 3Phase *New Service: (~) NO YES 100 150 200 Re-connect Underground Number of Metem Rough In 300 350 400 Other Change of Service Overhead Additional Information: 82-Request for Inspection Form PAYMENT DUE WITH APPLICATION Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C - Yaphank, NY 11! (631) 852-5700 Health Reference Nur a~ isp!.~ Certification of Existing Subsurface Sewage I ·. B DG. DEPf. And Water Supply Facilities For A Single Famil, Res aeq~ 0r SOUfHOLD Property Information ,qddmss of Residence: Street J Hamlet ixx IVlap Number: District / ¢ 0 ~) Section ~ ¢ Block ~ Lot(s) ,' ~ (;fient's Name (if different than owner) . I-~ropased changes in use (e g., addition of apadment, bedrooms, office, etc.). Sanitary System Evaluation: · ganitary System(s) must be~.~mped out and physically examined by the cedifying design professional ,. I ype of Water Supply: I~ Public Water [] Private Well- Provide copy of water analysis dated within one calendar year ~ Date of sanitary system pumping total galloos removed : ~aterials of construction of sanitary system E~recast [] Block* *NOTE: Block pools are no longer accepted -sanitary system must be replaced I' :;ixe of Sanitary components*: Septic tank / ~ ~) 6) gallons Leaching Pools diameter, or dimensions if rectangular effective depth diameter effective depth total number of pools *NOTE: Sanitary components must meet current standards fOrr, g~'oposed use ol upgrading will be reqniied Overall condition of sanitary components: ~/acceptable [] unacceptable ,:waste lines, drop tees, baffle walls, covers, septic tank, leaching pools) , { crtification: The results and recommendations found in this ' -uport are based upon my evaluation and inspection of the J~ove refer~enced pr?pertyand pumped out sanitary system: ; ,~ruoe~F ite~t/E ine ~ir f~p ') ~."Pl ~75 .,Ldlin9 Address: SEAL HERE AND ON PAGE 2 License Number Phone ~ ~ i' Hamlet ~ ,VZ ~ It ~ ,, C) State /~t ~f Zip C. Recommendations And Results (Check applicable items): 1. Se7 g/~S~stem a. ',~ System(s) functioned properly at time of inspection and is adequate for the proposed use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate repod), c. Other 2. Water Supply a, _ ......... ater supply is adequate for proposed use (if private well, attach Water analysis dated within one calendar year). b. _ .... Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). c. Other D, Other Comments/Recommendations: /~,FFIX DESIGN PROFESSIONAL'S OCT - 7 2010 BLDG 'EPI TOWN )UTHOLD Disclaimer: This inspection report indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future 13erformance; The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the ~Ort. W W M -()72 (Rcv. 08/06) Page 2 of 2 481 ;dverton, NY i 1933-0481 (631) 369-3886 I)cpartment Reference Nmnber: Tax Map #: Dist: Sect(s): BIk(s): Name or Address: /~/0~,~,zo ,~ d'.~ ~ . i~dtvlslon NalrlC & Lot/t. Lots(s):. ,~,~m l)csign Installed: -Septic Tank Volume (gallons): Shape: m Rectangular ~Cylindrical Name of Precasl Manu]hcturer: -I ,eaching Pool Nmnber of Pools: l)iameter: _.~. _ Depth: Name of Prccast Mamflhcturer: .50 cern ly thai iht subsurlhce scwa3.e di?osal system described here in has been installed by mc in acco 'da ~ce approved plans a,,d..~'~?~h, d,;~?r_]d~e Sullblk County Depa, tment of Health Services and is operational ':;iallc's Signatt 'c' .~7K.%~. F,),"~k?Z, Date ,qmny: Bano I)-ainage Cod3/_ Phone: (631) 369-3886 ;: ,~sumcr AFIhirs License: 325461,W and 15-446HI Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765- 1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF' SOUTHOLD May 23, 2011 Adam Bremner 440 W 23® St, Apt D New York, NY 10011 RE: 1350 Robinson Lane, Peconic TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: '~ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. '""v A fee of 50.00. __ Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 35392-Z screened porch and deck plO I. OT ~) ~o. OO' plO .. 7' s. 77.~¢o' ~-~ARNITZ NIOIF H. 210· 92 ' ~?/,~,. "MAP OF PECONIC B,4 Y OAKS~', FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON OCT. 15~1961 AS MAP NO. 3434 AREA = 38,311 sc~ ft. SURVEY FOR DONALD F. DEMARES T & JUDITH C. DEMAREST A T INDIAN NECK - PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. iaaa- 9~- o4 .. £a. Scale, 1" = 30' J~ar. 20, 7994 CERTIFIED TO, DONALD F. DEMAREST JUDITH C. DEMAREST COMMONWEAL TI-./ LAND TITLE INSURANCE_ COMPANY LAND OWNERS ABSTRACT CO. L05057 S Prepared in accordance with the minimum standards for lille surveys as established by the L.I.A.L.S. and approved and adopted for such use by The New York State Land Title Association. /~~ N.Y.S. LIC. NO. 49618 PECONIC' SURVEYORS~ P.C. t516) 765 - 5020 P. O. BOX 909 MAIN ROAD SOUTHOLD~ N.Y. 11971 94 - SCDHS Ref. R10-10-0032 ~ The lace/ions al wells end cesspools ~g ~ ~hownhereonm'elromlieldobs, rvofion~ / om familiar with the STANDARDS FOR 4PPROVA£ one or /rom dote o~l~wed /rom others. AND CONSTRUCTION OF SUBSURF/~CE SEWAGE '~ Therefore limit locations ~ or existence DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES ~-- '.,~ ~ is not ~o~'enfeed. ond will obide by Ihe condilions set forth therein ond on the permit to construct. aa 0 17.0 · 47.0 ~. ~'z*'~°' ~. SURVEY OF PROPERTY ~ A T INDIAN NECK - PECONIC o. ~ TOWN OF SOUTHOLD "'~ ' ' '~'~' ~: SUFFOLK'COUNTY, N ~ ~.~' ~ ~ - ~- 04 - 28.1 ~ ~ ,.~ ~ / ~/o./ ~. ~,. ~'~'~ ~ Scan: 1" = 30' ,~ .,. ~ co. 7 ~ M~. 29, 1994 ~'~' May 20~ 2010 (certifications] "~ ~ ~0~ }~, ~ ~ J~ ~ ~, ~o m.o.~ ~o.~ ' ' ~"~ ~' ~ o o/ ,,.~ /~' ~L ~ ~ ~ ADAM BREMNER ~ ~ ~ /~ TAMARA HUBINSKY pool egu~ o ~ '~'~' ~ LOT NUMBERS ARE REFERENCED TO ANY ALTERAT~ ~ A~T~ TO T~S ~Y ~ A V~AT~ ' "MAP OF PECONIC BAY OAK~'F/LED /~ T~ OF ~C~ ~ ~ T~ ~ Y~ ST~ ~ LAW, PECONIC( ~URV~ ~ ~-~ ~ OFFICE OF THE SUFFOLK CO~TY CLERK ON EXiT AS ~R ~ ~~ '. ~L ~RT~T~S (~16) 76~- OCT, 1~1961 AS MAP NO. ~ HE~ON ~ VaLD F~ r~$ ~P A~ C~$ ~ ~Y P, O. BOX 90~ IF S4~ MaP ~ C~S ~AR ~ ~ ~AL ~ T~ 1~30 TRAVELER STREET EL~VA T~S A~ REFERE~ED TO ~N ~ SURVEYOR ~ ~ ~E A~ARS ~ON. ~ ~ ~ AREA = 38,311sq. ft. ' SOUTHOLD, N.Y. 11971 SCDHS # ReL R10-10-0032 The Iocotions ol we~Is ~ cesspools ~ showtt hereon ere /r~ I~ observolion~ I om f~ with t~ STA~ARDS FOR APPROVAL and or lrom data ~t~d from others. ' ~ T~ref~e l~k ~oli~$ ~d er existence A~ CONSTRUCTI~ ~ S~SURFRCE S~WA6E DISPOSAL SYSTEMS FOR S~L~ FAMfL Y ~S~ENC~S ~ is eof ond w~l ~ b~ lhe coheirs ~et for~ fhere~ one on the peril 1o con$1r~l. ~ ~ q~ ~ mo N. 47.80 ,0,~' ~ S~VEY OF PROPERTY ~ A T INDIAN NECK - PECONIC ~ ~,.~ TOWN OF SOUTHOLD ~ ~ ~'~'~ ~'~' - ~ SUFFOLK COU~T~ ,.~ / ~/o~/ ~' ~ '~/~ ~ Sc~e: 1"= 30' , ~.x (~ ~:.~.~'° ~'~* ~ M~. 29, 1994 ~ ~ ~ J~Y 13, 200 IB.O.H. into.) . -- ~. ~.~ j~7- ~ May 20, 2010 (certifications) :. ~0.~~~ -mincd that t~s , . ~ subm~tte~, ~t ha~,b~. ~osa~ o~' x', ~vzr :,~ppt) ~ /~' ~L ~ s2ol reqmre a- facili6cs. XX "- CERTIF~D ~ 210.92 &' / / ' --~ -iON O~KNOW~~_ ~ LOT NUMBERS ARE REFERENC~ TO ~NY ~LT~R~TtON ~ ~0~ TO T~ S~Y ~ ~ ' "MAP OF PECONIC BAY OAKSTFILED IN T~ ~ ~ ~9 ~ t~ ~ Y~ STA~ ~ LAw. PECONK P.C. ~ OFFICE OF THE SUFFOLK CO~TY CLERK ON E~T ~ ~ ~ ~0~-~ ~ ~ ~T~T~S (~) 765 - OCT. 18,1961 AS MAP NO. ~4~4 ~ ~ v~ ~ T~S u~e ~ ~ ~ ~ ~ ~ ~ ~ co~s ~ ~ ~~ o~ T~ P.O. BOX 909 ~o ~ AREA = 38,311sc ft SOUTHOLD, N.Y. 11971 EXISTING BEDROOM ,f EXISTING (~ARAGE 1HR, RATED 5/8" TYPE X SHEETROCK WALLS & CEILING EXISTING PLAY ROOM FOUNDATION PLAN NOT TO SCALE MECHANICAL ROOM EXISTING BATH EXISTING BEDROOM EXISTING ENTRY/ LAUNDRY OIL TANK OIL TANK z 1 EXISTING DINING AREA I EXISTING KITCHEN EXISTING SCREEN PORCH 16'-0" EXISTING EXISTING LIVING ROOM EXISTING PORCH FIRST FLOOR PLAN NOT TO EXISTING MASTER BEDROOM EXISTING MASTER BATH EXIS'nNG BEDROOM EXISTING BEDROOM 2 ~) S I D EE LEVATION ~) R E A R ELEVA TION SCALE: 1/4" = ~'-0" SCALE; 1/~" = 1'-0" SIDE ELEVATION SCALE: I/¢" = 1'-0" (]) 2x10 A~ ~O~ uCCUr-ANu'~ OR L,'~E: IS dNLAWr'L,~ '"" (~UST BE ~RGIN SOIL) ~ ~': ~,,h,~. ' '_~TfqOAf~ 3, INSULATION ....... BE COMPLETS REQUIREMENTS OF TNB CODES OF NEW C R 0 S S S E C T I 0 N 1 ~LCONSTRUOTtONSHALL YORK STATE. NOT RESPONSIBLEFOR M , ? THE REQUI~L:t,,,,ENTS OF THE DESIGN OR CONSTRUCTION ERRORS. SCALE: 1/~" = 1'-0" CODES OF NEW"/O~:K SFATE. RETAIN STORM WATER RUNOFF LLI SHEE1 NO, 1 WOOD DECK (2)-28x30 EXISTING FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" HI(~H RAIL SCREEN PORCH SIZE OF OPENING TO NEW ANDERSEN DS WINDOWS 31JBE ON 24"x24"x12" MIN 36" GRADE (MUST BE EX STING ADJUST SIZE OF OPENING TO ACCOMODA'rENEW ANDERSEN CASEMENT EGRESS WINDOWS EXISTING 12"¢ SONO TUBE ON (MUST BE ~RGIN SOIL) 12"~ SONO 31JBE ON MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) -LINE OF WALL ABOVE E X I S TI N G ~.~ THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INS~UMENTS OF SERI4CE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUNLICAPON SHALL BE RESTRICED TO THE ORIGINAL SI]E FOR ~ICH THEY WERE PREPARED, REUSE, REPRODUCl]ON OR PUBLICA110N BY ANY METHOD, IN ~HOLE OR IN PART, IS PROHIBITED EXCEPT BY WRIT~N PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN ~TH THE ARCHI~Cp~ISUAL CONTACT ~TH THEM SHALL CONSPTUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICPONS, UJ nad SHEET NO, 2 X × · X X X X X X X X · X O0 EC (3) 2X10 ACQ SCREEN PORCH 2~'X10*' rr © 16" \\ 6~X§" POSTS 16~-D" EXISTING FRAME WALL · X X X X X X EXISTING EXISTING EXISTING EXISTING X X X X X X X X X X X X LLI SHEET NO, 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SER~IDE, ARE THE EXCLUSIVE PROPERTY OF ME ARCHITECT AND ~EIR USE AND PUBLICAllON SHALL BE RESIRICTED TO THE ORIGINAL SITE FOR MWIICR 1HEY ~RE PREPARED, REUSE, REPRODUCllON OR PUBLICAIION BY ANY METHODr IN ~HOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARDHITEDT. TITLE TO THESE PLANS SHALL REMAIN WITH IHE AROHII~CT. VlSUAL CONTACT WITH THEM SHALL OONS1]TUTE PRIMA FACE EVIDENCE OF ACOEPTANCE OF ~dESE RESTRIC~OMS. I I TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING SILL PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION B.B.1.1.1 t o¢ JOIST OR BLOCKIND PLATE JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS N,~OR BLOCKING ND BRIDGING SEE WFCM SECTION 3.3 3EARING NALL JOIST JOIST CRAWL SPACE TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION B,4,1,1,1 JOIST ENDS TO BE BLOCKED AGAINST RON IN ACCORDANCE WITH WFCM B,3,1,B-END RESTRAINT AND 5.5.1.4 BRIDGING IN.Ar IN. RIBBON INTO STUD - FOR FIRE BLOCKING TOP PLATE FRAMING TO ACCOMADATF PIPING - R602.7.2 TOP PLATES -- CORNER AND PARTITION POSTS BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN, TO EDGE 16d NAIL AT 24" O.C, IAd NAIL AT 6" O.C. LL PANEL EDGES) (B) OUTSet CORNER DETAIL GYPSM BOARD INSTAL~-~:~tNTABLE 5.1 NOTCH MUST NOT EXCEED ACCORDANCE WITH 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- CROSS SECTION OF CUT OR WOOD STRUCTURAL PANEL IN ACCORDANCE ¥1TH WFCM TABLE 3.1 Bd NAIL AT 12" O,C, ON ALLWFCM 2001 SEC HIGH WIND EDITION FRAMING MEMBERS NOT AT PANELEDGESSECTIUN &~.,L].I FIGURE 3.5B MiN. TO EDGE TABLE R ~01.7 ALLOWABLE DI~"LEC11OR OF S1RUCRURAL MEMBERS S~JCT~RAL MEMBER ALLOWABLE DEFLECTION RAFTERS W/CREATER L/lBO STOPES THAN f~ W/NO FINISHED CEILING ATTACHED TO RAFTERS EXT WALLS W/PLASTER OR H/SBC EXE WALLS-WiNC LOADS L/B40 Nl~t BHIITLE(b) FINISHES TOP PLATES BORED HOLE MAX DIAMETER 40% OF STUD DEPTH NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT 5/8" MIN, TO EDGE NOTES: L= SPAN LEND~, H : SPAN HEIGHT a, The wind load shoal be permitted to be taken as 0,7 times the component and claddrng Iodds for hte purpose of the determlnlng deflection limits herein, b, For cantilever memebers, L shall be taken as twice the lenght of the cantilever. c. For aluminum structural members or paneles used Tn roofs or walls of sunroom additions or patio covers, not supporting edge of glass ar smdwlch panels, the Rote[ load deflection shell not exceed L/60, For sandwich portals used in roofs or walls of sunroom additions or patio covers, the total load detiectTon shaN not exceed L/120 TABLE R 301.2.2.2.1 ID 5/8" MIN, TO EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPT~ THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED WFCM 2001 SEC HIGH WIND EDITION OR BASEMENT FOUNDA~ON PLATFORM FRAMING INTERMEDIATE 'LOOP BOARD INSTALLED IN NOTCHING AND BORED HOLE LIMITATIONS MONOLITHIC 8d NAIL AT 6" O,C SLAB-ON-GRADE (ALL PANEL EDGES) ACCORDANCE WITH WFCM TABLE 3.1 FOR INTERIOR NONBEARING WALLS FOUNDATION BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS WN.L BRAQNG ADJUS1MENT FACTORS BY ROOF OOVERING DEAD LOAD ROOF/CEILING ROOF/CDLIND DEAD LOAD DEAD LOAD WALL SUPPOR~NG 15 psf or less 25 psf ROOF ONLY 1.0 1.2 ROOF PLUS DNE STORY 1,D 1.1 SECTION 5.4.2.1.1 FIGURE 5,5 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS BEARING WALL WOOD STRUCTURAL PANEL FOR EXTERIOR BEARING AND INTERIOR INSTALLED IN ACCORDANCE 2x4 CONTINUOUS TYPICAL WALL, FLOOR & ROOF FRAMING 16d NAIL AT 24" WITH WFCM TABLE 3.1 NON-BEARING WALLS: R602.6(1) & (2) FDRSI; 1POUNDPERSOUAREFOOT= O. BNN/M( ) ~CEATG'O,C. a, LINEAR iNTERPOLATION SHALL BE PERMITTED ' WIND-BORNE DEBRIS PROTECllON FASll~NING SCHEDULE -- --Od NAIL AT 6" O.C. ON ALL -- 2-10d NAILS FOR WOOD $1RUCTURAL PANELS FRAMING MEND,IRS AT PANEL EDGES AND 12 O.C, ON ALL TOP PLATE F~PLE~TUD~ ~ ~ T~PJC ' ~FAF~R - ' uONN ,~ F :OUl HEADER STUDS FULL L~ ~. WA S N--NUPL cc NECl R }UIRE FRAMING MEMBERS NOT AT SS OR CEILING JOIST (b)INSIDE CORNER DETAIL PANEL EDGES SEE STUD TO RAFTER OR STUD TO STUD DETAIL J GABLE END TRUSS EXTERIOR CORNER FRAMINGENDWALL ~ 3RS LENGTH A STUDS 5d COOLER NAILS AT 10" 0.( NOIR: 2"x(' BLOCK NAILED TO EACH BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS D, THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 55 FOOT MEAN ROOF HEIGHT. SECTION A-A AT EACH END OF HEADER AND b, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, BLOCKING AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C, c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. WALL STUDS AND AT TOP AND d, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO THEY SHALL BE BOTTOM OF CRIPPLES 20 GAUGE STRAP WITHDRAwALATTACHED UTILIZINGcAPACiTyVBRATON-RESSTANToF 4go POUNDS. ANCHORS HAVING A MINIMUM ULTIMATE ALLO~S'''''C'"O~ FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10--80 NAILS e, WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11ll m) NDLODD, \(' ' WFCM FIGURE ,5-w CONNECTIONS FOR OPENINGS FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET PANEL SPAN (: PANEL SPAN k< PANEL SPAN ~: PANEL SPAN TYPE ~< 2 FEET ~: 4 FEET ¢, 6 FEET ~ 8 FEET 2 I/2" ~6 16" 16" 9" WOOD SCREWS 12" 2 1/2" ~8 16" 16" WOOD SCREWS 16" 12" EXTERIOR WALL S1RAPPING & ANCHORING SCHEDULE AREA HDLDDDWN USED / LENGTH NUMBER OF CAPACM( OF HOLDD[ ~TES NAILS SILL PLAE TO FOUNDAtiON ~" ANCHOR BOLT [IN") 7" MIN. ~DEOME~IT TABLE 5B~.23 (SBCCI) PLACE AT 23' ON CENTER WlTN 5" BEARING BP-3 PLATEI 12" FROM CORNER OR SPLI~ CONNECTED TO o ~ ~ NCR OF FOOTING (PNDD) ~ ,x,~,..,....~ -','- EXC~ 40Ff. ~ NOTE: SIMILAR CONNECTION AT FOUNDATION, NO CEILING BUT NEED DIAPHRAGM :D 15 FT. I REQUrRED *.OTES: FOUNDATION CLEARANCE FROM SLOPES GABLE ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE 505 F1 FOR LAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING [S ACCEPTABLE AS LONG AS MIN. NAIL PENETRATION INTO FRAMING iS ACHIEVED. Bd NAiL AT 12" O,C. ON __ -T~ PLA][ ALL FRAMING MEMBERS INSTALL THROUGH FIRST FLOOR SHOE. NOT AT PANEL EDGES GYPSUM__ ~ HOLO00~ NAiL AT (PHDS) CONNECTED TO 24" O,C, FLOOR TO FLOOR TABLE R301.5 NOTES CONNECTION 8d NAIL AT 6" FOR SI:, POUND PER SF= 0.0479 AN/M(2), I POUND = 4.NSN. STUD (lllN.) o, ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 0.0. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN HOLD DOWN EDGES) SECITRON R802,WI1 FOR CONVENTIONAL CEILING JOISTS AND L~UIXINE_~X~"'~'~r~II-~, STRUCTURAL PANEL SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE BRACKETS AT SHEAR WALL ROOF RAFTER THOSE WHERE THE MAXIMUM CLEAR HEIGHT BET~EN JOINST AND INSTALLED IN ACCORDANCE WITH RAPIER IS LESS THAN 42 INCHES. OR WIHSRE THERE ARE NOT TWO WINDOW AND DOOR OPENINOS: NAILING SCHEDULE (TABLE ~.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION 20 GA. STRAP- (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE WCFM HIGH WIND EDITION) CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ,¢1"WIDE MIN. A OUTSI CORNER ETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT 1 3.7a & 4.7b) w/t8) REQU,REME,TS. 8d NAILS GYPBUM BOARD 8d NAIL AT ¢. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE EACH SIDE D.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE WOOD STRUCTURAL WALLS, PANEL INSTALLED IN-- f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED NAILING SCHEDULE NAIL AT TO WITHSTAND A HORIZONTALLY APPUEB NORMAL LOAD DF 50 POUND ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED (TABLE 3,1, WCFM 2001 24" O,C, NOT BE ASSUMED TO ACT CONCURRENTLY Wi]}fl ANY OTHER LIVE HIGH WIND EDITION LOAD REQUIREMENT, -~l i~Clm"son--" uC+ron" Tie ALL FRAMING MEMBER.~ CONVENTIONAL CEILING JOISTS AND SECTION RD02.10.6 FOR -- TRUSSES. FOR ATTICS With LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AN[ I I T WITH TRUSSES, TMIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE A55-Chimney Framing Simpson StFong-Tie ~2" o,c, ON PORTIONS OF ll~E BOTTOM CHORD OF NOT LESS TAHN TWO ,, ,., ,, FRAMING MEMBERS NO' ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION H U U ~ / ~)~ AT PANEL ROOF RAFTER RIDGE DETAIL CORNER BRACING DETAIL BY 2 FEET (610 mm) WIDE OR GREATEH, LOCATED WiTHIN thE SCALE: N.T.S. SC/~LE: N.T.S. EXTERIOR CORNERFRAMING ,. thE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. 8d NAIL AT 4" O,C, 12" MAX. ~ ON UIREMENTS ENDWALL STUDS -- CEILING BRAOING GABLE ENDWALL (WFCM FIGURE 3,7a) PROVIDE RAFTER TO RIDGE TENSION STRAP RIDGE HANGERS IF USE 8-8d COMMON N I S ON RAFTER TAILS ARE NOT ~BcN-FACH FNI~ NF 1 1 ~4Il' 1~,5/ .WO_OJ).~S_TR~TU_RAL PANELS S]RAPPED TO TOP / 20 -GA-OGEe' ~-TR-~P '-" ' .J~ ~Lk L6Ek~6N.U.ON~_~WALL BELOW PLATE OF WALL BELOW ~ dA, UN bHLANWALL NLQUIREMENTS ~ ~ ~ ENDWALL, BALLOON FRAMING ./~:~ ~ PREFERRED METHOD RIDGE BEAM / RIDGE TENSION STRAP DETAIL T A B L E R501.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPINO ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 Z SNEET NO, D-1 (TABLE 3.1 WFCM HIGH WIND EDITION) NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 4-8d PER RAFTER 4-Sd PER JOIST RAFSER TO TOP PLATE (TOE-NAILED) CEILING JOIST TO TOP PLA~E ( TOE-NAILED) CEILING JOIST TO PARALLEL RAFTER ( FACE-MAILED) CEILING JOIST OVER PARTITIONS (FACE-NAILED) COLLAR ~E TO RAFTED (FACE-NAILED) _OCKING TO RAFSER (TOE-NAILED/ ~EIM SOARD TO RAFTER (END-NAILED) TOP PLATE TO TOP PLATE (FACE-NAILED) TOP PLATE AT INll[RSECllON (FACE-NAILED) STUD TO STUD (FACE-NNLED) HEADER TO HEADER (FACE-NAILED) TOP OR BOITOM PLATE TO STUD (ROD-NAILED) tOTTOM PLAIE TO FLOOR JO(ST, BAND JOIST, ENDJOIST OR BLOKING FACE-NAILED) JOIST TO SILL, TOP PLATE TO GIRDER (TOE-NAILED) BRIDGING TO JOIST (TOE-NAILED) BLOCKING TO SILL OR TOP PLA~E (TOE-NAILED) LEDGER S~RIP TO SEAM (FACE-NAILED) 31ST ON LEDGER TO sEAM (TOE-NAILEO) BAND JOIST TOJOIST (END-NAILED) BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED1 WA~ FRAMING FLOOR FRAMING 9-16d 9-16d EACH LAP EACH LAP 6-8(I PER TIE 2-8d EACH END 2-lSd EACH END 2-16d (SEE NOTE 11 PER FOOT 4-16d JOINTS - EACH SIDE 2-16d 2~ O,C. lcd 16" O.C, ALONG EDGES 2-16d PER 2X4 STUD 3-16d PER 2X§ STUD 4-16d PER 2XB STUD 2-16d (SEE NOTE 1,2 PER FOOT 4-8d PER JOIST 2-8d 3-16d $-16d 3-Sd 3-16d 3-16d EACH EMD EACH FFLOCK EACH JOIST PER JOIST PER JOIST PER JOIST ROOF SHEATHING STRUCTURAL PANELS 8d I (SEE TABLE I DIAGONAL BOARD SHEA~NG I"X6" OR l"XB" 2-8d PER SUPPORT 1"X10" OR ~DER 3-Sd PER SUPPORT GIPSUM WALLBOARD CEIUNG SHEA~ND ii 5d COOLERS I I" EDGE / 10" FIELD WALL SHEAll-mIND iTRUCTURAL PANELS FIREBOARD PANELS 25/32" GIPSUM WALLBOARD HARDBOAND PARTICLEBOARD PANEL DIAGONAL BOARD SHEA~NG l"XG" OR 1"X8" "XlO" OR WIDER STRUCTURAL PANELS I' OR LESS GREATER IHAN 1" DIAGONAL BOARD SHEA~NG 1"X6" OR 1"X8" 1"X10" OR WIDER FLOOR SHEATHING 8d 6d Sd 5d COOLERS Bd Bd 2-8d 3-8d Sd 1Od 2-Bd 3-8d 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE NAILED 5" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS TO BE REDUCED TO 1-6d NAIL PER FOOT. ieee TABLE EDGE / §" FIELD EDGE / 6" FIELD 1" EDGE / 10" FIELD (SEE TABLE 3,9) 'SEE TABLE 3.91 PER SUPPORT PER SUPPORT EDGE / 12" FIELD EDGE / 6" FIELD PER SUPPORT PER SUPPORT . IF WALL SHEA~NG IS DOUBLED, OR WALL SHALL BE PERMITED (TABLE 5.2 B WFCM 2OO1 HIGH WIND EDITION~ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT ;ONNECT1ONS RESISTING LATERAL & SHEAR LOADS ANCHOR BOLT CONNECTION IFOUNDA~ION MAX. ANCHOR BOLT SPACING CINCHES) (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) ~OOF SHEATHING ATTACHMENT REQUIREMENTS FOR W~ND LOADS (TABLE 3,11 WFCM 2001 HIGH WIND EDITION) WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXPOSURE B (INCHES O.O.) (SEE NOSE 3) (I/2' ANCHOR BOLI~) H-8 USE W/ONLY 5- 8D TO STUD ONE SILL STUD TO SIMPSON %" ANCHOR BOLT (1~/') BP-3 PLATE 7" MINIMUM EMBEBMEMT (SEE ANCHOR SCHEDULE, ON DWOS A-3.1 AND A-S.2) EDOE DISTANCE TO FOUNDATION SIMPSON ~" PHD5-SD53 (141 SDS Y~' X 3" WOOD SCREWS 7" MIN EMBEDMENT ~EE FOUNDATION PLANS A-3,1 AND A-3,2 FOR LOCATION) (MIRIMUM DOUBLE STUD) SIMPSON STRONG-TIE MTS56 OR 1 1/4-" COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, 12" MIN OVERLAP PER COMPONENT PLAN CONNECTION SIMSON STRONG - TIE 1 1/4-" COIL STRAP - 16" O.C. USE 4-8D NAILS @ EACH STUD, STUD TO ROOF RAFTER CONNECTION RAFTERS )P PLATE TYPICAL FRAMED STHD8 STRAPPING FOR OPENING EXTERIOR WALL WRAP UNDER SILL PLATE MIN, OVERLAP IS 12" SILL PLATE TO JOIST AND RIM JOIST TO STUD CONNECTION SIMPSON STRONG - TIE 1 1/4" COIL STRAP - 16" C.C. USE 4--8D NAILS AT EACH STUD MIN OVERLAP IS 12" FLOOR TO FLOOR CONNECTION The design of this structure is based upon prescrlpMve approach using the Wood Frame Construction Monuol (WFCM) 2001 BBC published by The Amerl Forest end Paper AssoclaNon. Non- Structural lemente are based upon the New Y~rk State 'RESIDENTIAL CODE January 2097. For the CDmaDc and Geographlcol Design CrlteNa, see Table R501,2(11 on sheet no. 1 All non engineered lumber to be Douglas Flrf~2 or better Wind Limitations-Section R301.2.1 Design Criteria-Seation R301~2.1,1. (See Table R301.2.1.2. for W~nd-Born Dedrls Protection Fastening Schedule For Wood Stru=tural Ponels) Deed Lo=d-Section R301.4 Live Load-Section R301,5 Light and Ventilation-Section R303 Minimum Room Area-Section RSO~- Ceiling Height-Section R305 Sanltatlon-SeoMon R306 Toilet Both and Shower Space-Section R307 Glazing-Section R308 Garages ond Corparts-Sectlon R309 Emergency Escape and Rescue Opening-Section R310 Exit-Section R311 Landing-Section R311.5.4 Romps-Section R511.6 Stairway-Section R311,5 HondralI-Sectlon RSI 1.5,6 Cuords-Section R512 Smoke Alarms-Section RS13 Foam plastic-Section R314 Flame Spread and Smoke-Section R315 Insuletion-Sectian R316 Dwelling Unit Separation-Section R317 Moisture Vapor Retarders-Section R31S Proteotion Against Deca~-Seotion R31g Protection Ageinst Termites-Section R520 Site Address-Section R321 Accessibility-Section R322 Flood Resistant Construction-Section R323 Foundation-Chapter ~ Design based upon presumptive toad bearing values of sandy gravel end or gravel at S000 pounds per squore foot, Contractor to consult Arcitect if different soil moteNols are found upon excovoDon, or test hole, for olternotlve fooUng ond foundation woll design. FoundoUon Notes; 5/8" Ancor Bolts (SS~-281 See chart on this sheet for spacing Mlnimur~ depth-SeoMon 403.1.~, 48' minimum coverage to top of footing 16"x8" poured concrete well footings, 3000~ test 2-1 3/4"xll 7/8" Mlcrolom Girder (or 3 1/2'xll 7/8" Power Beam) 4" poured concrete floor slab with BxGx~lO mesh and vapor barrier Do.rap p. roofjng et exterior foundation below grade-Section R406 Deck and porch Rootings as noted, 30001~ test, 48" minimum hurled depth All footing to be con'led down to undisturbed sou No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or In freezing woter. Provide 3 1/2' steel lally columns, Backfill shall not be placed against the wall until the wall hoe sufficient braced to prevent damage by the b~ckfill (Section R404.1.7.) Floors - WFCM PrescrlpUve Method. Floor froming shah be nailed In accordonce with Tobie S,1 WFCM HIGH WiND EDISON, Draftatopplng - Section R502,12 3/4" plywood subnoor, fasten per Table 3.1 WFCM. Fasten per Table 3.1 WFCM, Wallframing and finishing shall be nailed and or sorewed in accordance with WFCM, Table 3.1 table 3,SB~sectlons 3,2,2,1, 3.2,2.2, 3,2.2,3, 3.2.1,7 VinM vented soffits. 1/2" po(w~od sheaDng, see fastening schedule, Table 3.% 3.9 WFCM, 2xAx Studs ~ 16' o.c, ~ith 2x~- shoe ond double 2x4 plots 1/2" G~psum wall board 5/8"Type X OW~ In garage. (2) layers r GwG at fire portltlon of section RSlO. Note drilling and notahing limitations in figure R602.6(11 for beoring wails and figure R 602.6(21 for non - bearing wolls, Follow exterior corner f~oming detail figure R602.10.5 Roof essemblies - WFCM PresarlpUve Method (W~'CM 3.2.11.1 Toble 5.1/ 3.8) Aspholt strip shingles sholl have minimum of slx (6) fostsners per shingle (seatlon RBOS.B) Undeda~nent application (Seatlon RgO5,2.7.)n~lDng see table 3.8 For roof slopes of two (2) units vertical in twelve (121 units horizontal (17- percent slope), up to four (4-) units vertlcol twelve (121 units horizontal (33 -percent slope ), shail be two (2) I~rs applied in the following manner, Apply A 19-inch (483)strip of undedayment felt Ioyers with and stortlng et the eaves , fastened sufficiently to hold in ploce, Starting at the eove, apply 56- Inch wide (914 mm( sheets of undeHayment, overlapping successive sheets 19 Inches (483mm), and fstened sufficiently to hold in place, For roof slopes of four (4) units vsrticoi in telve (12( units, Ice Protfction (Section R905,2,7,11 Underlayment in High wind (Section Rg05.2.7.21 Fleshing (Section R905,2,81 Chimney and firespoces - Chapter 10 Energy Efficiency - Chopter 11, see attached report Mechanlcol - Chopter 12 Generol Mechonicol System - Chapter 13 Heoltng~ond codlin9 equipment - Chapter 1~ Exhaust Sustem - Chapter 15 Duct System - Chapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Chopter 18 Plumbing - Port VII Simpson Strong-Tie CD20 1~" COILED STRAP. MIN 12" OVERLAP AT EACH AT FAC 2'MINIMUM SIDECOVER FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION Simpson Strong-Tie AB AT EACH POST FOOTING GENERAL NOTES: 1, All works shall be performed In accordance with all state, municipal, local zoning and building codes and ordinances havinQ jurisdiction and best stondards of construction practioe. The American Institute of Architects Conditions shall apply to all work performed on this project, 2. The Contractor shall verify all oondltlans at the site. Any dlscrepanoies must be brought to the atEentlon of the Arohltect prior to oommencement of construction, The Contractor shall be responsible for correct~ons not reported once he has storied work except for hidden job conditions, ~. Controotor sholl guorantee to the Owner that oll moterlole Grid equipment Incorporoted in the work wilt be new, ond that all work well be of good quality, free from foults Grid defects for a period of one yeor form the date of the flnol Certificate of Occuponcy. ~, T~e Architect sholl not be responsible for the construction moons, method, techniques, sequences or procedures, or for the sofety preoouMons ond pragroms in connection with the work, ond he sholl not be responsible for the controctors follure to carry out the work in oocordance with the construction documents. The Arohltect sholl not be responsible for the octs or omission by the contraotor NO chongee ebon be made In the documents ond/or the building as designed without the expressed written consent of the Architect, S. The controctor ond ali subcontroctors sholl molntoln continuous Insuronce coveroge stotutory policies (Worker Compensation, otc,) and generol liability in an mount not less thon $ 5 million and outomoblle liobiUty ond domoge coveroge not less thon $ 2 million. The Architect shall be named Insured on ony ond oll policies, S, Provide 0,025" of o medrol shield, other thon olumlnlum, o~r fibrous Insu~otion at oll perimeter sills. 7, All wood in contoot with concrete or mosonry to be Wolmonlzed or pressure creosoted. B. A single stotlon smoke deteotor olorm device sholl be Instolled in eoch bedroom, on oD floors and sholl be aH interconnected per code, g. All bothroom without operoble windows to be mechaniaolly venMIoted os per New York Store Code. 10, Hooting to be designed to provide 70 degrees F. with outdoor designed air-temperoture of 0 degrees F. Grid 15 MPH wind. Il, AD electricol work to be In occordonce to the rules ond regulotlon of N.Y,B.F,U+ ond o N,Y,B,F,U. certifioote ts to be presented to the Owner ot the completion of the job. 12. Plumbing InstonoUon to comply with store and Locol codes and the sewage dlsposol system to meet Heolth Department standards, 13. Do not scale drawings. Use figure dimensions only, 1~. All work to conform to the rules and regulations of the New York Energy Conversation Construction Code. All glazed area to be double glazed and all exterior door to have Insulated cores. 15. The insulation protection as indicated on these plans exceeds the Code'e minimum standards. IS. These drawings and specification are Instruments of service and shah remain the property of the Architect whether the project for which they made is executed or not. They moy not be used on any other project except by written outhorJzatlon of the Archlte(:t. 17. Architoat has not been retained for site supervision, on-site Inspection and certifications ae required or requested by the Owner, contractor or local building department. PORCH UPLIFT - CONTINUOUS PATH CONNECTORS USE SIMPSON S~ONG-TtE CONNECTORS FOLLOW PRODUCT SELEC~ON GUIDE AND INSTALLATION MANUAL FOR HIGH ~ND RESISTANT CONSTRUCTION CATALOG C-HW02 ANCHOR BOLT~ IN FOUNDATION USE: SSTB28 WiTH BEARING PLATE, SEE FOUNDATION NOTES FOR SPACING SILL PLATE TO RIM JOIST USE: L1P4 16" O,C, AT EXTERIOR PERIMETER AHa GARAGE/HOUSE COMMON WALL USE (41-8d NAILS AT EACH END GARAGE STUD GARAGE SILL PLA?E USE: SSP CONNECTOR AT 16" O,C, USE (41-8d NAILS AT EACH END -- RIM JOIST TO STUD CONNECTION USE: MTS 36, 16" O,C, USE (41-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: USE (41-8d NAILS AT EACH END RAFTER TO STUD CONNEC*RON USE: MTS 56~ EACH ROOF RAFTER USE 8 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONMECTION USE: H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE: PDS44'A FOR EACH POST DECK POST TO GIRDER CONNECTION USE: PC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE= UTS12 0 EACH JOIST PORCH POST TO DECK USE; PS720 (ALIGN WI~H JOIST BELOW) PORCH POST TO GIRDER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2.SA AT EACH ROOF RAFSER TYPICAL STU ~ BEARING PLATE DOUBLE 2X MIN. FOR HEADER OR BEAM Simpson Strong-Tie U21D 2X6 AT EACH RAFTER 4-10d x 1 1/2" I ATTACH LEDOER TO FRAMING x%~LTS~" ON CENTER "Simpson Strong-Tie U21D 2X6 AT EACH CEILING JOIST 4-10d x 1 1/2" Simpson Strong-Tie ~U210 2X6 AT EACH DECK/PORCH JOIST ¢-10d x 1 1/2" PORCH ./ DECK LEDGER CONNECTIONS ~" THREADED ROD REQUIRED FOR STU CNW NUT EDGE DISTANCE* COLUMN EDGE DISTANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION CONNECTIONS SHEET NO. m