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HomeMy WebLinkAbout36107-ZFORM NO. 4 TOWTg OF SOUTHOLD BUILDING DEPD~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34790 Date: 01/10/11 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3950 PEQUASH AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax }{ap No. 473889 Section 103 Bl~k 14 I~)t 5 Sul~ivision Filed }{ap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 21, 2010 purs%~%nt to which Building Permit No. 36107-Z dated DECEMBER 21, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AMD REAR SCREENED PORCH AS APPLIED FOR. The certificate is issued to ESTEVES HOLDING CORP. ( OWNER ) of the aforesaid building. S~FOI~K C~)U~FI"f DEPART~T OF H]~J~TH APPRO~-AL R10-07-0116 12/16/10 RT.RC'~RIC~L ~TIFICATH NO. 36107 01/10/11 PLIERS c~TIFICATION DA-r~u 01/10/11 ANDREW KOZIKOWSKI ~~ut h~/z ed~ gna ture Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34791 Date: 01/10/11 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3950 PEQUASH AVE CUTCHOGUE (ROUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 103 Block 14 Lot 5 subdivision Filed Map No. __ Lot No. -- conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 21, 2010 pursuant to which Building Permit No. 36107-Z dated DECEMBER 21, 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 ACCESSORY ONE CAR GARAGE AS APPLIED FOR. The certificate is issued to ESTEVES HOLDING CORP. (OWNER) of the aforesaid building. SUFFOLK COD1T~YDEPART~FTOFHEALTHAPPRfF¥-AL N/A ~.R~-~-KICAL CERTIFICATE NO. 36107 01/10/11 PL~]MB~ CERTIFICATION DA'r~D N/A Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36107 Z Date DECEMBER 21, 2010 Permission is hereby granted to: ESTEVES HOLDING CORP. 80 SUNSET AVENUE SELDEN,NY 11784 for : NEW SINGLE FAMILY DWELLING W/ REAR DECK/FRT PRCH & ACCY AS APPLIED FOR. TWO C/O'S REQ'D. REPLACES EXPIRED BP # 34270 at premises located at County Tax Map No. 473889 Section 103 pursuant to application dated DECEMBER Building Inspector to expire on JUNE 3950 PEQUASH AVE CUTCHOGUE Block 0014 Lot No. 005 21, 2010 and approved by the 21, 2012. Fee $ 1,300.00 // Authoriz~ed ~S~ignature Rev. 5/8/02 ORIGINAL FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIIJ)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34270 Z Date NOVEMBER 3, 2008 Permission is hereby granted to: ESTEVES HOLDING CORP 80 SUNSET AVENUE SELDEN,NY 11784 for : NEW SINGLE FAMILY DWELLING WITH REAR DECK/FRONT PORCH AND ACCY DETACHED GAPJtGE AS APPLIED FOR.TWO CO'S REQ'D. (REPLACES VOID PERMIT 33707) at premises located at CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0014 Lot No. 005 pursuant to application dated NOVEMBER 3, 2008 and approved by the Building Inspector to expire on MAY 3, 2010. 3950 PEQUASH AVE Fee $ 1,670.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 dAN 1 0 2011 BLDG. DEPT. TOWN OF SOUTHOI. D APPLICATION FOR CERTIFICATE OF OCCUPANCY ~ application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Fina~ surv~y ~ pr~perty with accuratc ~cati~n ~f al~ bui~ngs~ pmpe~ty ~ines~ streets~ and unusua~ natural ~r topographic features. 2. Fimil Appr°val from Health Dept. of water supply and sewerage.disposal (S_9 form). 3..Approval of electrical installation from Board of Fire Underwriters. · - 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. · 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer respomible for the building. ' . '6..Submit PI..anuing Board Approval of completed site plan requirements. B. ]For'existing buildings (prior to April 9, 1957) nomeanforming uses, or buildings and "preexisting' land uses: 1. Accui'ato survey 0f pr0perty showing all property lines, streets, building and unusual natural or topographic · feature~. . ' 2. ' A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of OCCupancy is .. denied, the Building Inspector shall state the reasons therefor in writing io the applicant. C. Fees 1. Certificate 0fOccupancy ~ 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. Certificate of Occupancy on Pre-existing Building - $I00.00 3. Copy of Certificate of Occupancy - $.25 · 4. Updated Certificate of Occupancy - $50.00 "5. Temporary Ce~ificate of Occupancy - Residential $15.00, Commercial $15.00 Old or Pre-existing Building: House No. Street Date of Permit. request for: Temporary Certificate Submitted: $ Date. (check one) - Hamlet .Block Filed Map.. Applicant: Underwriters Approval: Lot tv Lot: _ ~ Final Certificate: / (c 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 southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robeds Custom Homes Address: 3980 Pequash Ave City: Cutchogue St: NY Zip: 11935 Building Permit #: 3(,~ I (~'-/f.~r~,,~3427J;) ~;.Secti°n: 1 03 Block: 14 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KC Anderson Electric License No: 4722-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph ~200~ Service 3 ph Main Panel Sub Panel Transformer Disconnect ~200~ Other Equipment: INVENTORY Hot Water GFCl Recpt AJC Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock Ceiling Fixtures [~ HID Fixtures Wall Fixtures 1191 Smoke Detectors Recessed Fixtures[~ CO Detectors Fluorescent Fixture [~ Pumps Emergency Fixtures!_~ Time Clocks Exit Fixtures [~ TVSS 200a over head service, 1-combo smoke/co detector, 6-paddle fans, 4~exhaust fal 4-arc fault circuit breakers Notes: Inspector Signature: Date: Jan 10 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, New York 11971-09.59 Fnx (631 ) 7~5-9502 BUILDIN~ DEPARTME2qT TOW~ OF SOUTHOI.D --CERTIFICATION Building Permit NO. (Please print) Plumber: .~,~J~...~3~.) · (Please print) Date: ./ - I0 - I~ I certify that the solder used in the water supply syst~ co~]~~f 1% ... Sworn to be/ore me this Notary Public, · (Plumbem Signature) '- Robert Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 January 3,2011 Town of Southold, NY Building Department RE: Fleets Neck Road Dear Inspector; I hereby certify the following: It is to the best of my knowledge, belief and professional judgment that the fire caulking, ridge strapping & strapping over all openings meets the new York State residential code of 2003. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '~FOUNDATION 1ST ] FOUNDATION 2ND ROUGH PLBG. INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRERESISTANTCONS'I'RUCTION [ ] FIRE RESISTANTPENETRATION REMARKS: /--/~ ~ ~~~%~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS:-. DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [~FRAMING ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION DATE ~- ~/ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [/~ROUGH PLBG. [ ] FOUNDATION 2ND [ ~.~FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION /~ R~MARKS: ~/~' ;~'~- ~ Y/~ ~ DATE '~-'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND Ii'INSULATION ~ FRAMING ~ [~'~] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~d..- ~ ~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION ~~ STRAPPING []FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ~FIRE RESISTANT PENETRATION REMARKS: ~ ~'/~ ~_~'~ DATE ~'~- ~ '-~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [ ]FINAL FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION FIRE RESISTAI~r CONSTRUCTION[~'~FIRE RESISTANT PENETRATION REMARKS:~ ~-~ C~ _ oC~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]~JJL~TION [ ~]'FINAL [ ]FIRE SAFETY INSPECTION REMARKS: ~-~[/~-~/-~2~:/~ .~A_~ ~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~GI4PLBG. [ ] FOUNDATION 2ND [ ]/~NSULATION [ ] FRAMING / STRAPPING [ ~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-.. ~'f INSPECTION [ ]m:m~Rm~,~m'c~m~tl~i [ ]m~mmRm~t/~l'tm~lm't~mm~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)~ ELECTRICAL (FINAL) REMARKS: INSPECTION REPORT I DATE FOUNT) ATION (1ST) COS'EVlENTS _, FOI~DATION (2ND) ROUGH Fl:L~x~4~qG & pLI¢{BING LNSU~ATION PER N. Y. STATE ENERGY CODE FENAL COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11~7_1 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ~//'~..,20 ~ /- · / ^pproved ,-20 Pr Disapproved a/c 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: Mail tO: l/t~_~ Phone.(~' ~2:~ / q Expiration ,(/5 _~,~~ ¢...~ ~ Building hspector ~.} ~%~y 7"3~ [~g~LICATION FOR BUILDING pE~ IOtaS a. ~n ~ST be completely filled ~ by ~ewfiter or in ~k ~d submi~ed to ~e Bulldog hspect~ with 4 sets ofpl~, acetate plot pl~ to scale. Fee according to schedule. b. Plot pl~ show~g location of lot ~d of buildings on premises, relationshp to adj o~ng premises or public s~eets or ~eas, ~d wate~ays. c. ~e work covered by tbs application may not be co~enced before issu~ce of Buil~ng Pemit. d. Upon a~rov~ offs a~lication, ~e Bufl~g hspector will issue a B~l~ng Pe~t to the applic~t. Such a pemit shall be kept on the p~ses av~lable for ~pection ~ou~out ~e work. e. No bufl~g sh~l be occupied or used ~ whole or ~ p~ for ~y p~ose what so ever ~til ~e Buil~g hspector issues a Ce~ificate of Occup~cy; f. Eve~ b~l~g pe~t sh~l exp~ if ~e work au~ohzed has not Co~enced wi~ 12 months a~er ~e ~te of issu~ce or Ms not been completed wi~n 18 months ~om such date. If no zoffing ~endments or o~er re~lations ~ect~g ~e prope~y have be~ enacted ~ ~e ~t~, the Building hspector may authorize, in writing, ~e extensi~ of~e pemit for ~ ad~tion six monks. ~em~er, a new p~t sh~l be mquked. ~PLICATION IS ~BY M~E to the Buil~ng Dep~ent for the iss~ce of a Bufl~g Pe~t pmu~t to ~e Buil~ng Zone Ord~ce of~e Tom of Sou~old, Suffo~ Co--W, New York, ~d other app~cable Laws, Or~ces or Re~lations, for ~e conmction Ofbufl~gs, ad~tions, or ~temtions or for remov~ or demolition ~ herein desc~bed. ~e applic~t a~s to comply wi~ ~1 applicable laws, ordin~ces, build~g code, housing Code, ~d re~lations, ~d to a~t authorized ~spectors on pm~ses ~d ~ b~ld~g for necess~ inspections. (Si~e of a~licant or name. if a co~oration) (M~g ad&ess of applic~t) State whe~g applic~t is om~, lessee, agent~ ~chitect, ~neer, gmg~ con~a~or, elecffici~, plmbg or builder Nme ofown~ ofprmises ~'~O~ ' (As on ~e t~ roll or latest deed) If applic~t is a co~oration, silage of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be~ dgne: House Number Street County Tax Map No. 1000 Section ~ '~on BloCk /~"t 'Filed Map No. Lot ~ Lot 2. State existing use and occupancy of premises a~2d~int~nded use and °ccupancy °f pr°p°sed a. Existing use and occupancY U(Z(X/Jt~ . b. Intended use and occupancy ,~/C~t ~ '~F)~'~q 3. Nature of work (check which applicable): New Building_ J Addition Repair Removal Demolition Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee construction: 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. Dimensions of existing structures, if any: Front ,_ Height. Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height . Number of Stories Depth Rear 8. Dimensions of entire nfiw construction: Front ~91,~ Height ~_.~, ~> Number of Stories 9. Size of lot: Front tr~''' Rear /,~.f' Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO 13. Will lot be re-graded? YES ,-~I~O __Will excess fill be removed from premises? YES __ NO 14. Names of Owner of pr.em, ises~Address Phone No. NameofArchitect~t~ ~ ~O0,/n~ Address Ii/t~obt~, Name of Contractor ~.~bO'tr (/.t~///r~ [4na. t/o Address -b,l~d/~ 15 a. Is this property within 100 feet ora tidal wetland or a freshwate? wetland? *YES __NO ~-'~' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B~p~QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E..C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) s: Ot! c~ ~ '~-c.~''{~-- being duly sworn, deposes 'and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate~f~cer, 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 fried therewith. Swo~ to before me this~ &) ~ cF.d/ 20 oiarY e-ubl " NOTARY PUBLIC, State of New Yc~rk.--...Si~3ature of Applicant NO. 0iC04822563, Suffolk Count~/. ) Term Expire~ Oeoemher 31, ~0 r ~ ' . Tow____ n o_ f $outhold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T,M. #: THE FOLLOWING ACTION8 MAY REQUIRE THE 8UBMI8810N OF A / C)00 /./~.Q~ ,. //.~ ~) STORM-WATER, GRADING, DRAINAGE AND .RO$1ON CONTI~O/ I~1..~. District eecBon Block Lot Dil;R~[IPIED BY A DESIGN PROFE881ONAL IN THE STATE OF NBW YORK, ~em Number 1 2 3 4 5 6 7 8 9 (NOTE: A Check Mark (~) for each Question is Required for a Complete Applicatico) Will this Ploject Retain Ali Storm-Waler Run-Off Generated by a Two (2') Inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements Bad the permanenl creation of Impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Struclums Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will thls. Pi'oject Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material wilhin any Parcel? Will this Application Require Land Dlslurblng AcUvtites Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or withtn One Hundred (100') feet of a Wetland or Beach? Will them be Site preparalion on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped lo Direct Stoa'n-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Projec! Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100)Year Floodplain of any Watercourse? Yes N._~o NOTE: if Any Answer (o Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permltl EXEMPTION: Yes No Does this pro oct meet the minimum standards for ciassifica on as an Agdcullural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT RequiredI -- -- ~ STATE OF NE\hJ YORK, COUNTY OFw'.~' ................................. SS .......................................... being duly sworn, deposes m~d says ~at h~sbe is die apph~t for Penmh (Name of in0ividua] s~ning Do~menl) And d~at he/she is {Owner Contra~or. Agen, Go~o ale Officer etc) Owner and/or representative oldie Owner ofO~mer*s, ~d is duly aud~orized to perform or have performed ~e sdd work ~d to m&e ~d file fids application; ~at MI smtemenB con.ned in ~s appli~fion are ~e to O~e best offs h~owledge ~d beliefi ~d Oiat 0~e work ~xSII be performed in Om m~ner set ford~ in fl~e application flied bereMth. Sworn to before me Otis; Public: ' ~ ~ ' .................. L!Nn~, .I o00PER FORM - 06/07 NOTARY PUBLIC, State ol New York NO. 01CO4822563, Suffolk Court/) Term Expires December 31,20/ (Signature of Applicant) TITLE NO: 07-7404-69554-SUFF District: 1000 Section: 103.00 Block: 14.00 Lot: 005.000 Town of Southold Suffolk County, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership of Michael J. Lepik and his/her predecessors in title since prior to 1/1/83 except as follows: (see attached chains of title) The liability of the Company is limited to Twenty-five Thousand Dollars ($25,000.00). Dated: September 24, 2007 FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. G(~LE~SKI Sworn to before me this Notary Public ~ HR,L No~ry iSublle, ~ ol* New Yot4t No, QualiEml in $uffolk Cmmty_ Commission Ezpir~ A;l~ust 29, TITLE NO. 07-7404-69554-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM No. 1000-103.00-14.00-005.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/1/83. SUBJECT PREMISES'.- ~000-103.00-14.00-005.000 '~ Janet Reeve Field, Madolin Fleet Barteau, and Kathryn Fleet TO Herman Lepik and Virve Lepik, his wife Liber 6647 page 179 Dated: 10/20/69 Recorded: 10/27/69 NO PROOF OF DEATH ON HERMAN LEPIK IN SUFFOLK COUNTY. Virve Lepik as surviving tenant of a tenancy by the Entirety with Herman Lepik, deceased TO Michael J. Lepik LAST DEED OF RECORD Liber 12490 page 58 Dated: 11/29/06 Recorded: 01/31/07 VARIANCE NORTH: FLEET NECK ROAD FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. GOLESKI Sworn to before me this 24th day of September~ 20.07^ Notary Public ~ ANN I1~1, N~iry l~bllc, StYe of New York No. ~32468 (~mlilied in Sa ffolk Co~m'y/~ ~ ,.~ Commbdon Expires A ugus~ 29, ~',..x,~'O VARIANCE EAST: 1000-103.00-14.00-006.000 Janet Reeve Field, Madolin Fleet Barteau, and Kathryn Fleet TO Herman Lepik Virve Lepik and Jack Lepik, being sole heirs at Law of Herman Lepik, deceased TO Tina M. Lepik LAST DEED OF RECORD Liber 6734 page 504 Dated: 04/21/70 Recorded: 04/27/70 Liber 12492 page 479 Dated: 11/29/06 Recorded: 02/16/07 VARIANCE SOUTH: 1000-103.00-14.00-007.000 Thomas B. Reeve, Janet Reeve Field, Madolin Fleet Barteau and Kathryn Fleet TO Andre Cybulski and Mary Ann Cybulski, his wife LAST DEED OF RECORD VARIANCE SOUTH: 1000-103.00-14.00-008.000 James R. Fioretti TO William MacMillan and Barbara A. MacMillan, his wife William MacMillan TO Barbara A. MacMillan FIDELITY NATIONAL TITLE INSURANCE COMPANY : SANDRA J. GO'LESKI Liber 5678 page 509 Dated: 12/10/64 Recorded: 01/04/65 Liber 8139 page 108 Dated: 10/28/76 Recorded: 11/10/76 Liber 10106 page 142 Dated: 08/07/86 Recorded: 08/21/86 Sworn to before me this 24th day. of September, 2007 Notary Public Nolary ~'~bUr., 8~a~ of New Yo~k No. ~0~24~8 Qualified in Suffolk County Commbdon Expires August 29, ~ Craig W. MacMillan, as the executor of the Last Will And Testament of Barbara A. Carlsen f/k/a Barbara A. MacMillan (Surrogates File# 1552P2005) TO Michael C. Landis and Cathy A. Landis LAST DEED OF RECORD VARIANCE WEST: 1000-103.00-14,00-004.000 Janet Reeve Field, Madolin Fleet Barteau and Kathryn Fleet TO Levio A. Bonardi and Elizabeth M Bonardi, his wife Elizabeth M. Bonardi, individually and as surviving spouse Of Levio A. Bonardi, deceased 10/18/84 TO Robert L. Bonardi, as Trustee of Elizabeth M. Bonardi Dated 03/25/93 Robert L. Bonardi, as Trustee of Elizabeth M. Bonardi Dated 03/25/93 TO Christopher D. Holbrook and Deborah J. Holbrook Husband and wife Christopher D. Holbrook and Deborah J. Holbrook Husband and wife TO Alan b. Kahn LAST DEED OF RECORD Liber 12435 page 252 Dated: 02/02/06 Recorded: 02/09/06 Liber 6525 PAGE 251 Dated: 01/09/69 Recorded: 03/26/69 Liber 11626 page 153 Dated: 03/25/93 Recorded: 04/21/93 Liber 12051 page 848 Dated: 06/16/00 Recorded: 06/27/00 Liber 12238 page 433 Dated: 02/08/03 Recorded: 03/04/03 Sworn to before me this 24th day of September, 2007 Notary Public FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. G(~LESKI Notary Public, State of New York No, 5032468 Qualified in Suffolk Count7 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · . _...F, ax (631) 76~.,95Q2, ro.qer, ncnerz~w,~own.soutnola.ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD 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: ~,0~ *BRIEF DESCRIPTION OF WORK (Please Print Cleady) Block: {~ Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: (~/NO Rough In YES~ Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 Underground PAYMENT DUE WITH APPLICATION 150 ~ 300 350 400 Other Number of Meters/Change of Service~ 82-Request for Inspection Form ~. TOWN OF SOUTHOLD PROPERTY RECORD CARD FORMER OWNER ' N ~/- E ACR~ I~'~' ' S W TYPE OF BUILDING ~,ES. ~/! SEAS. V'L c~ FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMAR KS/~i/~/~/~,/~/a/o~/,, ,~_..,~ d/~...~, ,~,,.i~, A~r UU~O~N~ CONOmON N~ NOR~L BELOW ABOVE FARM Acre Volue Per Volue Acre Filloble 'illoble 2 'illable 3 qoodtond rushland FRONTAGE ON ROAD Iou~ Plot , DEPTH ~ BULKH~D otal D~K Bldg. COLOR TRIM Foundation Bath Dine~e · :xtension Basement Floors K. ~xtension Ext. Walls Interior Finish LR. =xtension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. Porch Recreation Room Porch )ormer Breezeway )riveway Garage Patio Rooms 2nd Floor Total FIN. B. IUILDING I'EP, MII EXAMINI£R CIiECKLIST *Date 5~ub,fittcd'~/~a ,,<-~ -o.,: .... ~ <~ ' Toper{y Address CiIy: Pre COs? luilding l'crmits (Open/17:lxpired): ~pg~7oT-z/c/o z-,t,~fo: M~_ m, _ / , ...... Z, C/0 Z- _, Info: ,P -Z/C/OZ- h~fo .... BP .... Z/C/OZ-~ _ ,inlb: _ BP_ -Z/C/OZ-_ .... hfo: :ingle& Separate Search Required? YorN Determination: ~Q.~Q' Front~L°t Sise' ~o~oX~;~7,.o nt ~[~Q-ACT' Lot ~,ize:~~ %'O REQ. k~t Co2~. ~CI'~ Lot Cov. ~ Side~T. Side__ ~ REQ. Rent56 _ PROP. Rear ~ ~Q. tleight .... _ _ AC 1. Height Y lyeS, wa(el' I.,d} Pallelfl lq<,od ZOIle: Ilull{h(ad'lllufl )islauce' [DDITI()NAI. API'I~,I)V:\I,S ?,E()UIIfSI) II no, ce~ tilica0on lequirc(l: Y ~>l Iq Received: '~ ~,I ~.[ II}r: loutllold ZBA: 5', l~[):lh': / . l'ermil ~7: / town I,:uldmarlc (; ol A: Y (u~ I)TR: / / ~NS'S ('OI)I{ (:onH}liance (page 2): Y nl N Fee Slit citn c: Additional Fee( _ ): $ 1'( IAI.: NEW YORK STATE CODE COM'PLIANCE CI· IECItLIST~ · CLIMATIC/GEOtitL4~H C DESIGN CKITERiA: Ground Snow Load: 45 ~ Wind Speed: 120MPH I""/ Seismic Design Category: B Weathering: Severe Frost Depth: 36" /rermite: M-H ~ _ Decay: S-M Design Temp: 11 ~ Ice Shield Underlay: ~S ~ood Hazauds: t USE/OCCUP~CY CLASS~ICATION: ( ~ ~ ~ HEIGHT/F~ ~A: TYPE OF tONS FRUCTION. } IhS IGN £ t(11 E I(IA ENGINEE[tED/F'RE$ CR[I>T1VE Fl l LL FFLAlvl [lq (ii D lES ION ELEMENTS [h)Jlq DEPARTMENT OF HEALTH SERVICES COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE HUMAYUN J. CHAUDHRY, D.O., M.S. Commissioner CERTIFIED MAlL - RETURN RECEIPT January 5, 2011 North Fork Builder, Inc. P.O. Box 231 Sound Beach, NY 11789 Re: Residential Application R 10-07-0116 To Whom It May Concern: This is to inform you that the bank for North Fork Builder, Inc. (Suffolk County National Bank) has returned check number 613 in the amount of $70.00 for insufficient funds. The check has been re-deposited to the bank for payment. Final approval has been suspended until such time as this matter is resolved. If you have any questions, please contact Monica Folwaczny at (631) 852-5700. Very truly yours, Walter J. Hilbert, P.E. Principal Public Health Engineer, Chief Office of Wastewater Management WJH:mf cc: Town of Southold Building Department Public Health DIVISION Of ENVIRONMENTAL QUALITY Office of Wastewater Management · 360 Yaphank Avenue, Suite 2C, Yaphank NY 11980 (631) 852-5700 Fax (631) 852-5755 SCDHS REF. · SEPTIC SYSTEM CROSS SECTION I -fO00 GAL SEPTIC TANK 2- 8'~ ~' 6.5' DEEP LEACHING ~.OOLS WITH 3' SAND [$Wl COLLAR BOTTOM OF LEACHING POOLS TO BE 3' ABOVE GROUND WA TER R10-07-0116 AREA-20,250 SO. FT. LOT NUMBERS REFER TO "MAP OF i~OD ESTA TE.S ! SECT/ON TWO" FILED IN THE SUFFOLK CO0~I7'Y'-C£ERK'S'~' OFFICE ON NOVEMBER 30, 1964 AS FILE NO, 4210. ANY ALTERATION OR ADDI;70N TO THIS SURVEY IS A WOLA770N OF SECTION 72090F THE NEW YORK STATE ~DUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIWSION 2. ALL CERTIFICA;7ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCUON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ob/de by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others, ELEVATIONS REFERENCED TO AN ASSUMED DA TUM. [] =PROP, ELEVATION · ~MONUMEN T · =PIPE ,~.~. SURVEY OF PROPERTY' ~o ~ . A T FLEETS NECK ~, TOFN OF SOUTHOLD ~ ' ~ ro SUFFOLK COUNTY, N.Y. ~ ~ ~ I000-103-14-06 ,,~ ~ <~ SCALE: 1~30'  ~ SEPT. 13, 8007 (CERTIFICATION~ / / CERTIFIED TO** ESTEVES, NOLDIN~ CORP. ADVOCATES ABSTRACT, INC. (~31) P. 0. BOX 1230 SOUTHOLD, N,Y. 11971 765-179 7 07-~114 N SCDHS REF. # R10-07-0116 I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the condilions Gel forth thereln and on the permil lo conslrucl. The Iocolions of wells end cesspools shown hereon fire from field observolions end or from data oblaine8 frown olhers. T ye .~ SEPTIC SYSTEM CROSS SECTION I' I000 GAL. SEPTIC TANK 2' 8'~ "6.5' DEEP LEACHING POOLS WITH 5' SAND (SIC) COLLAR BOTTOM OF' LEACHING POOLS TO BE 3' ABOVE GROUND WA TER RAIN RUNOFF CALCULATIONS 2o RAINFALL ZFI9~ 0.17 I ~77cu. fl~, , PROV~ 2 DRY WELLS 8 SLO~S GREA~R THAN 0.0 Gq. th ~v FLOOD ZONE FIRM · 36103C0163 ELEVATION REFERE~ICED TO AN ASSUMED DA TUM. SURVEY OF PROPERTY AT FLEET'S NECK TO F'N OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-103-1,4-05 SCALE.* 1'--30' FEBRUARY 6, 2007 Feb. 14, 2007 (rebut F[~ '~ 200~ Feb. 12, 2008 (rain runoff) AREA=20,250 SO.' FT. LOT NUMBERS REFER TO 'MAP OF EASTWOOD ESTATES SECT?ON TWO" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 30, 1964 AS FILE NO. 4210. ANY AI. TERABON OR ADDITION TO THIS SURVEY IS A HOLATION OF SECTION 72090F THE NEW YORK STATE EZ)UCATION LAW. EXCEPT AS PER SECTION 720~-SUBDIVIStON 2. ALL CERTIFTCA1~ONS ~EON ~E WUO FOR THIS ~AP ANO C,~I~S THER~OF_ON_~r_V~YOR SAID MAP OR COPIES 8EAR 7HE IMPRESSED SEAL OF TI. tE 5u~w .u i I~IOSE SIGNATURE APPEARS HEREON. · =MONUMENT e'~PIPE CERTIFIED TO: ES.[~ HOLDING CORP. ( ;'~~~XS. LIe NO. 49618 SCDHS REF. # R10-07-0//6 lam fomilior wi/h lhe STANDARDS FOR APP~~-~ AND .CONSTRUCTION OF SUBSURFACE SEWA~F r-- N DISPO,S..AL SYSTEMS FO.R,..SINGLE FAMILY REI~DE~NCES BAd will ab/de by lhe conditions sel /orlh lhere/~on permi, lo conslrucl. -- AT FLEET NECK shown hereon ore from ~ield observolions , FIVFL~ El. 16 SEPTIC SYSTEM CROSS SECTION , I- I000 GAL. SEPTIC TANK 2- 8'# ~ 6.5' DEEP LEACHING POOLS WITH $' SAND'tSW] COLLAR BOTTOM OF LEACHING POOLS TO 8E 3' ABOVE GROUND WA TER RAIN RUNOFF CALCULATIONS 2' RAINFALL ~.~ 2219 ~ 0.1T I 377cu.1~. PROVIDE 2 DRY WELLS 8'f~ ,, 5' DEEP ~ '~' SLOPES GREATER THAN 10%' 0.0 sq.ft. / J / / ASSUUED DATUM. · .AREA=20,250 SQ.' FT. LOT NUMBERS REFER TO 'MAP OF EASTWOOD ESTATES SECD(~I TWO" FILED IN 4HE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 50, I$J64 AS FILE NO. 4210. ANY ALTERATION OR ADOtlTON TO TI'tIS SURVEY IS A t4OLA TION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER 5~CTION 7209-SUBDl14SION 2. ALL CERTIfiCATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRE, S,~D SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1000-i 03-14 -05 SCALE: 1'--30' FEBRUARY 6. 2007 Feb. 14, 200F (reber set/ H,~ ~ CH 2 7, 2oo~ I ~o~. F~ ~/ 2008 (~.~E) Feb. 12, 2008 (rain runoff) NOV. 13~ ~00~ ffou~8elloe '~'eello~] '- CER DF/ED TO: E~,~.~ING CORP. Xa¢~ ~ rRA C r, INC. · =MONUMENT · =PIPE · ('~".1:)'.~.~-.5,0Z~:,~'~ (6JI) 765-1797 SOUTHOLD, N. ~ 11971 SCDHS REF. # RI 0-0 7-011 £ N I am familiar wilh the STANDARDS FOR APPROVAL AND ,CONSTRUCTION OF SUBSURFACE SEWAGE DISPDSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions sel /orlh therein and on permil lo conslruct.. The locations of we/is and cesspools shown hereon are from field observalions and. or from dala oblain6d from olflers. SEPTIC SYSTEM CROSS SECTION I- I000 GAL. SEPTIC TANK ~- 8'# ~ 6.5' DEEP LEACHING POOLS FriTH $' SAND (S1¢) COLLAR BOTTOM OF LEACHING POOLS TO BE $' ABOVE GROUND iCA TER RAIN RUNOFF CALCULATIONS 2' RAINFALL HsE f. ~ARAfE -;~t9 ,q. ,. 2ZI9 ~¢ 0.17 I 377ce. Ire PROVIDE ~ DRY WELLS 8'(~ . 5' DEEP SLOPES GREATER THAN I0%- SURVEY OF PROPERTY AT FLEET'S NECK TO FN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I000-103-I4-05 SCALE: 1'--30' FEBRUARY 6, 2007 Feb. 14, 2007 (rebor set) H,~ C~ 2 Z2o°T lP~°p' ~S~) FE~-~ d/ 200~ (~OP'H''~) Feb. 12, 2008 (rain runoff) NOV. 13~ 2008 tloufldallon '~'~aflon) Au9. 19, ~009 (final) . FLOOD ZONE FIRM · 36105C0163 ELEVATION REFERE~ICED TO AN ASSUMED DA TUM.' ' :;"3 ......... -,' ¢,t ~h $ toca~ have been ~ ~' ,~k' ~ceofWast~terMsnage"'" ~ ~ 0 ~0~ ESTEI ~ AD VO~ AREA=20,250 SQ. FT. '£OT- NUMBERS REFER TO "MAP OF EASTWOOD ES TA ~'ES SECtiON TWO" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER $0, 1964 AS FILE NO. 4210. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLAITON OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDl14SION 2. ALL CERTIRCATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR lffHOSE SIGNATURE APPEARS HEREON. [] =MONUMENT ® =PIPE (651) P.O. BOX · 12.30 TRAVELER SOUTHOLD, N.Y. 11..°71 o?-]]4 REScheck Software Version 4.2.0 Compliance Certificate Project Title: PROPOSED RESIDENCE Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County. New York Construction Typo: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: 3950 Pequash Ave Cutchogue, NY Owner/Agent: Robe,ts Custom Homes Rocky p~nt, NY Compliance: 1.1% Better ~3~an Code Maxin~Jm UA: 460 Your UA: 455 Designer/Contractor: Robert Higgins Wading River, NY 631-208-3351 Floor 1: All-Wood Joiatrrmss:Over Unconditioned Space Floor 2: All-Wood Joist/Truss:Over Outside Air Wall 1: Wood Frame, 16" o.c, Window 1: Wo~d Frame:Double pane with LOW-E Door 1: Solid Dcor 2: Glass Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Ceiling 3: Flat Ceiling or Scissor Truss 1492 19.0 0.0 70 32 lg.0 0.0 2 2736 13.0 0.0 188 380 0.350 133 20 0,400 8 40 0.350 14 1038 30.0 0.0 36 24 19.0 0.0 1 72 30.0 0.0 3 The proposed building represented in this document is consistent with the beitding plans, spedrma§ons, and other calculations submitted with this pormit applica'~on. The proposed systems have been desi~ b3 meet the 2007 New York Enemy Cor~ervation 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 o~ specifications a.-e in compliance with this Code. Name - Title Signature Date BLDG. DEPT TOWN OF SOUTHOLD Project Title: PROPOSED RESIDENCE Report date: 04/01/09 Data flianame: E:~COPY D 1104~builders\odscito\fleets nec~ #2\ecergy 2x4 walls.rck Page 1 of 4 REScheck Software Version 4.2.0 Inspection Checklist Ceilings: Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [] Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insolation Comments: ~ Ceiling 3: Flat Ceiling or Scisso~ Truss, R-300 cavity insoiatm~ Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insuledon Comments: Windows: [] Window 1: Wood Frame:Doubfe Pane with Low-E, U-factor: 0.350 For windows without labeled U-factocs, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: ~1 Dcor 1: Solid, U-factor: 0.400 Ocor 2: Glass, U-factor: 0.350 Comments: Floors: [] Floor 1: All-Woad Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [] Floor 2: Ail-Wood Joist/Truss:Over Outside Air, R-19.0 cavity insulaben Comments: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1 ) Type lC rafad, or 2) installed inside an approffiate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: ~] Installed on the warm-in-winter side of all non-vented flamed ceilings, walls, and floors. Materials Identification: Materials and eqoipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be detepmined. [] Manufacturer manuals for all installed heatfag and cooling equipment and service water heating equipment have bsen provided. [] Insulation R-values and glazing U-factors a~e clearly ma~ked on the building plans or specifications. [] Insulation is installed according to manufacturer's instructions, in substar~tial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation, Duct Insulation: [~] Supply ducts in unconditioned attics or outside the building are insoiated to at least R-8. Project Titfe: PROPOSED RESIDENCE Repor~ de~e: 04/01109 Data fllename: E:\COPY D 1104~builders\cthscho\fleets neck fi~2~energy 2x4 walls.rck Page 2 of 4 Temperature Controls: Electric Systems: Fireplaces: Service Water Heating: Cimulating Hot Water Systems: Swimming Pools: Heating and Cooling Piping Insulation: Project TAle: PROPOSED RESIDENCE Report date: 04/01/09 Data fllename: E:\COPY D 1104~3uilders~.~iscito\fleets necA #L~energy 2x4 waits, ink Page 3 of 4 Teble 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation 11tickness in Inches by Pipe Sizes Non. Cimulating Runoute Circulating Mains and Runouts Heated Water Up to 1" Up to 1~25" 1.5" to 2.0" Over 2" Temperature (°F) 170-1~ 0.5 1.0 1.5 2.0 140-1~ 0.5 0.5 1.0 1.5 100-1~ 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) Insulation Thickness in Inches by Pipe Sizes 2' Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1 .O 1.5 1 ~5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1~5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0,75 1.0 Bdne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project ~tle: PROPOSED RESIDENCE Report date: 04/01/09 Data fllename: E:\COPY D 1104~builders\c~iscito\lleets neck #r2~energy 2x4 walls.rck Page 4 of 4 REScheck Software Version 4.4.t Compliance Certificate Project Title: PROPOSED RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 14% Heatl~J Degree Days: 5750 Climate Zone: 4 Construction Site: 3950 Pequash Ave Cutchogue, NY Owner/Agent: Roberts Custom Homes Rocky point, NY Compliance: 1.8% Belter Than Code Maximum UA: 434 Your UA: 426 Designer/Contractor: Robert Higgins Wading River, NY 631-208-3351 Floor 1: Ail-Wood Joist/Truss:Over UnconditJor~.'d Space Floor 2: Ali-Wood Joist/Truss:Over Outside Air Walt 1: Wood Frame, 16' n.c. Window 1: Wood Frame:Double Pane wiih Low-E Door 1: Solid Ceiling 1: Flat Ceiling or Scissor Truss I492 35.0 0.0 39 32 38.0 0.0 1 2736 13.0 0.0 188 380 0.330 125 60 0.250 15 1135 19~0 0.0 58 Name - Title Signature Date Project Title: PROPOSED RESIDENCE Repod date: 01103111 Data lilename: C:\Userst, Admin~Documents~OOPY D 1104\buiidem\c~isc~to~fleets neck #2\energy 2x4 walls.rc~ Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: F~I Ceiling 1: Flat Ceiling or Scissor Truss. R-19.0 c,3vJty J~3suio~lDl~ Comments: Above-Grade Walls: mi Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: W~ndow 1: Wood Frarne:Double Pane with Low-E, U-tactor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Ti3ermal Break? Comments: Yes No Note: Up to 15 sq.ff, of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: Door 1: Solid, U-tacto~ 0.250 Comments: Up to 40 sq,ft, of this door is exempt from th~ U-factor requirement. Floors: [] Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ~] Joints, penetrations, and all other such openings in the buitdir~g envelope that are sources of air leakage are sealed. Recessed lights are either 1) Type lC rated with enclosures sealedlgasketed against leaks to the ceiling, or 2) Type lC rated and ASTM E283 labeled, or 3) installed inside an ar-tight assembly with a 0.5' clearance from combustible mate,dais and a 3" clearance from insulation. Sunrooms: mi Sunrooms that are thermally isolated from the building enveidpe have a maximum fenestration U-factor of 0,50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact w~th the sudace being insulated and in a manner that achieves the rated R-value. ,[] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and g/azi~g U-factors are c~eady marked on the building plans or spec~ficatidns. Duct Insulation: ,~1 Ducts in unconditid~ed spaces or outside the building are insutated to at least [] Ducts in floor trusses above unconditioned spaces or above the outdoom are insulated to at least R-6. Duct Construction: Project Title: PROPOSED RESIDENCE Report date: 01/03/11 Data filename: C:~UsersLAdminkDocuments~COPY D 1104',builders',cdscito\fleets neck #2~ergy 2x4 w-alts.rck Page 2 of 3 Air handlers, filter boxes, and duct co~3nectJo~s to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened, Ail joints, seams, and connections am made substantially airtight with tapes, gasketing, mastics (adhesNes) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mec~hanicel Cede. Temperature Controls: Thermostats exist for each segarate HVAC system. A marius{ or automatic means to pa~atly restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to kim off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Budding Department Use Only) Project Title: PROPOSED RESIDENCE Repor~ date; 01/03tl 1 Data ~ename: C:',Users'~Admin~Documants~COPY D 1104',builders~c~iscito',fleets neck #2~nergy 2x4 wails.rd4 Page 3 of 3 [,,*'~ 2010 New York Energy Conservation Construction Code Certificate Celttng I Roof 19.00 Wall 13.00 Floor / Foundation 38.00 Ductwork (unconditioned spaces): Window 0.33 0.41 Door 0.25 NA Heating System: Cooling System: Water Heater: Name: Comments: Date: K~ Wall 5'-9.5%/- -- 2-2x~, r 2-2x~ HALL 2xlO I Flat 2-2xg, Knee Wall KNEE WALL AIBOVE ~5d X X 2-2xD /12-2x& J~ck / ~d* k~t, wrndows I, ,H, ,H, ,I I~ATN pla+.~ post 2-2xl2 ESedrm #1! (2) D-I/2" X II-"f/~" LYL FLIJSH - - il 2-2x10 I '1 i D-I/2" x II--I/__~" LVL Flush 'O 4-2x10 '1 porch DINING ~I (2) 3-1/2" x II-'~/~'" LVL FLL[$N LIVING 2-2xl2 KITCHEN F~ -I'~ t. hl~ 2-2x12 2-2xl2 PORCH 4-2x10 ROOF FRAMING AND CEILING FRAMING PLAN SCALE: 1/4"= 1'-O" 2nd FLOOR ~RAMING PLAN 5CALE: 1/4" -- 1'-0" 0 rY 6 GENERAL CONSTRUCTION NOTES t2Basements w,th habltab~e space and every sleep,nB room shall have 24, WlndowsinbuildingslocatedinWood-Bomedebdsreglons(areaswithin- at least one openab~e emergency escape as follows: humcane prone regions within 1 mile of the coastal high water 1. All construchen shall conform to the 2007 ResMentia~ Code of New York State- Sill height of not more than 44 inches above the floor hne were the basic wind speed is 110 redes per hour or greater --~ RETAIN STORM WATEP~UNOFF effective January 1,2008, all Local Budding and Zoning Codes and the 2007 A Minimum net clear open,ng of 5,7 sqaure feet, or 120 mites per hour as per figure R301.2(4) of the New York State _..~TOP PLATES--~_.._.._~ _........~.~_ ~ CEP~.4~NT T0 CHAP3 R 236 OCCUPA[ 3Y OR New York State Energy Consevation Cens(ruchon Code, ALL CODES Except grade floor openings shall have a minimum net clear Residential Building Code shall meet the requirements of the large Shall supersede the drawings and shall be incorporated into the opening of 5 square feet MisBte test ASTM E 1996 and the ASTM E 1886 ~...........~_ ~ ~ ~ / 0Y'¥ TOWN COPE.USE IS U~ LAWFUL drawings WHETHER they are indicated on the Plans or NOT B Minimum net clear opening height shall be 24 inches, referenced therein ~ ~ ~2 - SIMPSON LSS0 ~ ~,"%~ ~2 - SIMPSON LS50 TYPICAL ~. / S~mpson C Minimum net dear opening width shaft be 20". (values are nominal design 3-second gust wmd speed in miles per hour) ' '" FLOOR SYSTEM ~ /Equal a, eat,'I ' '"'"' 3ERTIFICATE 2. The reference Standard that was utilized m the Design of the D emergancy escape and rescue openings shall be operational / 5t9" Fire Rated Gypsum ' ' ' ,",, ,~J1/2" PLYWOOD SHEATHING . / P°s'° De OF'OCCU ~ANCY the structure is the AMERICAN FOREST& PAPERASSOClATION fromthe ms,de of the room without use of keys or tools A. EXCEPTION, Board @ interior with 5dI."',,,, APPLIED VERTICALLY AND [~ ~ Wood Frame Construction Manual for one and two family dwellings Wood Structural panels with a minimum of thmkness of 7/16 inch Cooler nails @ 7" c.c. at ' ' '"'" gNnPgWRiTERS CERTIFI¢ rE 2001 Edition (800-890-7732) THIS MANUAL shall 13 No ba0k-flll shall be placed against the foundation walls and a maximum span of 8 feet shall be permitted for opening,' ', ,,,'" NAILED WITH 8D NAILS 2X DECK JO STS-see plan ' r_~ j I ~ ~ '~----~Tec°"~L~T¢'~ REQUIRED onbe theinc°rp°ratedplans or NOTint° ~he drawmgs WHETHER they are indicated until the hrst floor framing is m p~ace er brace the foundahon protection Panels shall be precut to cover the glazed openings ..'" . panel edges & 10" e.G. I, . '", ,, 3" ON CENTER AT EDGE , ~ joist to gird~,i- with attachment hardware pruwded in the table below. .'. in the field. '" 2 x A~Q Treated Nader Board ! Stroh back e ~ - , ' ~ ¥ AND 6" ON CENTER (one size larger than ioist) ~.. . - ~ 14 Double jolsls under parallel partitions and under whirlpool tubs. Label all panels and store in a clean dry area of the house. "i. ~, ' , ,, '- 3. Written Dimensions take precedence over scaled d~mens~ons Double around opemngs in floor and roof framing Attachements shall be provided in accordance with the table ',I ,';',.',', -- IN FEILD. Lag Bolted to framing with pos~ ~a rl~aeer ,~ g. ~'-'S~mpson BCS Pest Cap ~,'.. ' 1 2" w h Typc,a, Ga,v. r- , ~-d ameler HOT DIPPED '~ Stra 3 6d N i' ~ or Equal at each post UJ as follows. '~. ~ '" : galvanized bolts at 24" o c '-'-~ ..- p - a IS j ,, 4 Thecontractorpnortothestartofconstruct~onshallvergyalt 15. Metal flashmg shall be mstalled were concrele abuts wood ~----PHD5HOLDOWNS -. HOLDOWNSBEYOND staggered. NalleachJo~st ~- meachEnd ' ~ \ \4x4 POST dtmenmons, existing or new and be responsible for field fit and were decks abut house framing B. Fastener Schedule for wood plywood panels i ~ PROVIDE ON EACH SIDE r" . _ Q. to Nailer with HOT DIPPED'~, SEE Foundahon Plan 5 LocalAll Electrical,and CountyMeChanlCalcodes andand shalIPlUmbingbe inspectedShall confOrmand approvedt° the 2007by theNY governmgState' 16 Install jo~st hangers at all flush strdctural lead beanng conditions TABLE 1609.1.4 ATOPENINGSGARAGEANDcoRNERS ~"'-. '--~ CONCRETE FOUNDATION atGALVeach Jolstsjolst Hange. s TYPICAL STRAPPING FOR (,~<~ ~.~ WITH 14 SDS 1/4"X3" Wood Screws agencies The General Contractor shall be reponsible for all mstailmien, 17 ALL habdable rooms shall be prowded with aggregate glazing area Fastener Panel Span Panel Span Panel Span Simpson STSB 16" Anchor Bolt DECK CON STRUCTION -- .'S~mpson Galvanized LL~ materials, design and cede compliance, of not less 8 percent of the floor area of that room, and the mm~mum Type Less than er less than or less than or post to Concrete Z openable area to the outdoors shall be 4 percent of the floor area being I DETAIL POR STRAPPING PURPOSES ONLY REFER TO connector ABU44 6 The Plumbing system shall be installed in accordance wdh the 2007 ventilated. Refm to Coda section R303 equal to 4 feet equal to 6 feet eqaul to 8' PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND CIMENSIONS Residential Code of New york ~ b B A I APP.( ~VED ~I0~'EB O 7 The Electhcal equipment and wiring shall be installed in accordance 18 AIl window and dour headers to be 2-2x10 unless noted otherwiseScrew2"1/2" #6 Wood 16 MchesorlOd on center on1' incheScenter I on9 incheScenter ~ N_.~...,,~_.~ ~,~.[..~_V I E W ~.~ DATE:,/~ 0__~ B.P.// '~/~.7-J ,ith the 20O7 ResJdentJal Code of New York State t9. Ventdryerstoexteriorandbathroomsshallhavemechanicalventi,alt,on NailsFLOODZO _ By: lf " (/) 8 The mechanmal system shall be ~nstalled ~n accordance wdh the where no wmdow ~s provided on a separate sw~tch. WALL BRACING PANEL DETAILS REQUIRED BETWEEN COMPLY WITH CHAPTER "46" NOT~FY BUILDING DEPARTMgNT AT 2-1t2" #6 Wood 16 inches 16 ~nches 12 roches GARAGE DOOR OPENINGS AND AT EACH CORNERS FLOOD DAMAGE PREVENTION FOLLOWING INSPECTIONS: LL O O 2007ResidenfialCodeofnewYorkState 20 Guardrads are required where the mfference m GRADE ~s more thaG 766-1802 8AM TO 4PM FOR THE 30 roches and openings in guardrails shall be less than 4 inches apart Screws on center on center on center OF THE GARAGE. NTS SOUTHOLD TOWN CODE. 9. All New Footings shall bear on V~rg~n. unmsturbed soil w,h a mlmmum Handra~fs are requried on stairs wflh 4 er more nsers (R311.5.6) 1. FOUNDATION - TWO REQUIRED e~ bearing capacity of 2000 pounds per square Foot All Existrng footings shall be This table is based on a maximum wind speed (3-second gust} FOR POURED CONCRETE 36" below grade Minimum It shall be the responsibility of the general 21 Smoke Alarms Shall be prowded in each sleeping Room. outside of of a 130 miles per hour and a 33 foot mean roof height. 2',.~ CON~'kUOUe 2. ROUGH - FRAMING & PLUMBING contractor to ve ri fy th edepth of all exl st lng footings disturbed by con st ru crt on e a ch separate sleeping area in the immediate v lc iht ty o f the bedroom ~r ~"~'~L A TB'AL-ef~ACE AT ~.o c3. INSULATION and on each story of the dwelling, ,nctuding basement and ceflars Alarms Fasteners shaft be installed at oppos,ng ends of the wood -- ~,_ / .~- ~CEILING OR FLOOR JOIST ~~ ~' ~J~,L~ c.o~S~U.I~T~N MUST 10 Poured in Place concrete shall be air entrained; 5% < 7"/, total air shall be interconnected and hard-wired to a commercial source structural panels. '/ DIRECTION ~_L~L~gC%O~5~L~B 0 P ,TE FOR~ C.C. content by volume and have an ultimate compressive strength at WHENEVER an alterat,en, addglen, or conversion ,s made to an E×ist,ng ENDWALL'--~' / ,o~= '4/., ~ ~5'~rlALL MEET THE r~ LU 28 days of 3000 psi. Except exposed slabs garage slabs and steps Residence. the smoke detection system of the ENTIRE remdence must be Where screws are attached to masonry or stucco, they shall ~ ~---...~ % ...P~I~i~tEMBN ~ )FTI- E CODES OF NEW shall be 3500 psi. Ail work shall be in accordance w~th the 2007 Residential Code brought up to code, hard-wired and Interconnected. Code section R313 be attached utilizing vibration resistant anchors having s ,~A'~ ---- ~ENDWALIL ~.~..~~ ~ i ~?...~ ~,,,~ = _. of New York State. All Concrete shall conform to the latest ACI standards, mimmum ultimate w~thdraw capacdy of 490 pounds. TION ERRORS. 11 Base des,gn value for v,sually graded d,mens,onal lumber: Jo,sts, studs 22 Carbon Monox,de Alarms All CO Blarms shall be cennected to the hlghfing ~AA. j (~/4~ ~ ~'~- O'~ c,rcufl w~th Ee intervenmg wall switch Battery-powered alarms are not allowed Floor and Ceiling JOISTS 5¢ co¢~.s~ ~. ~e A" ~o o ~ "--"~..~ ~ ~ Rafters and All Framing lumber shall be DOUG-Fir #2 or better. CO alarms are required on each level on which sleeping quarters are located DESIGN LOAD INFORMATION BLOCKINGs' A "~ ~ ........ "~ ~:' ~:~ I Q' LU E:1.6. Fb = 875 psi. Fv = 95psL Fc = 1300 psi Prov,de one Detector In the Basement and one on (he First Floor A. Ground Snow Load: 20psi TYPICAL ---- ~ ~ ~: ~'~-~°~ ~=~ ~/ /~ . DO NOT PROCEED W __ UJ ,epet,t,ve member shall be 2xe :1208 ps,, 2x10:1107ps,/ , ..... ~7~:u,~,%~_~_~ ~/ /~ J pRA~INGUNTILSUR~ FI' ALL EXTERIOR LUMBER Shall be ACQ requiring the follawmg. 23 FLOOR DIAPHRAGM BRACING Blocking and connection shall be prowded at B. Rooms other than sleeping: LL = 40psf, DL = 10pBf AT 48" CC a.) Ali Fasteners shaII be HOT DIPPED GALVANIZED ASTM A153 class D paneledgesperpendlculartofioorframingmembersintheFirstTWObaysofframing C. Sleeping Rooms; LL=30psf, DL=10psf 2-BAYSIN __ I ~ 5'CCOLE'NAILeA"'I CC ~ ,/X / OF FOUNDATION LOCA -- :,2 C,,~,E ~,~,~= ~'/ ' ~k / HAS BEEN APPROVE _J O OR STAINLESS STEEL andshallbespacedatama×imumef4feetoncenter Na~linginaccordancewith D. Roof, no ceiling load: LL = 20 psf, DL=10psf 1 BLOCKINO at 48" on center o-a,~ N¢,~Le---' b.) Use Copper flashmg Only ago,nat ACQ Lumber S,fl Plates Ns,ling schedule E. Roof with cathedral Ceiling: LL = 20psi, DL = 15 psi >~OM ~L LL c ) All Structural connectors i e simpson strong-Tie er USP, ets END WALL BLOCKING DETAIl SECTION A - A E~ ~.~ shall be Hot-D~pped Galvanized or Stainless Steel 24 All Engmeered Wood Products such as "Trus Joists, M~cre-Lam, etc" shall be F, Decks & Exterior Balconies: LL = 60psi, DL = 10psi PLY WITH ALL OODE OF d.} ACQ Above Ground (.25), ACQ Ground Contact (.40) Installed in accerdance with the manufacturers latest ,nstallafion detalls, G, GuardrailsandHandrails:LL:200psf FOR FLOORAND CEILING BRACING oEIL. JN~ EE~.AOlN~ .AT END~J,~'~-.F.-WYORKSTATE&ToW~ ~r,~=~ .F, rammgconnectors, AIIIowableHoled~agrams, specdicaflons, etc. H. GuardrGil balusters and panel fillars: LL=50psf SLOCKINGSHALLBEPROVIDEDPERPENDICULARTGALLFLOORPRAMiNG N.T,S. NTB Aa REQUIRED AND OONDITI~ 'NSOF Micro-Lam" Des,gn Stresses: E = 1.9 x 10E, Fb = 2,600 psi, Fy = 285 psi J, Attic without Storage: LL = 10psT, DL = 10pst MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED OER'rlFJOATION OF ' 'I-- AT ^ MmMUM OF ~ FEET ON CENTSR S0U~f0[D TOWN ~A Nailin.q Schedule for Lateral and ShearJ. Attic with storage: LL = 20psT, DL = 10pst NAILING & CONNECTIONS K. Stairs; 40pst REQUIRED. SOU]H0{.DTOW~p~ ~80ARD Connection requirements ROOF SHEATHING ATTACHMENT R[EqUlREMENTS Refer to NYS code R301,5 for all Live Load foot notes -, S0t.~Q.DTOW~TRU~ ES BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION BASED ON TABLE A-3.10 OF THE 2001 WFCM EB)ITION PHD5 HOLDOWN ,~ I ~ PHD5 HOLDOWN CORNER STUD% PHD5 · PHD5 DESCRIPTION NUMBER OF NAIL SPACING Maxrmum Nail spacing for gd Deformed or 8d comnnon nails ENERGY NOTES 5/s" THREADED ,.r ~ CONNECTED TO ~. ~" HOLDOWN I' - ~ HOLDOWNS III COMMON NAILS 1. The Architect certd]es tho o he best of h s know edge, ROD : belief and professional judgement, the drawings are in compl,ance ~""~-ROD,MiN. iNToIMBED 7" LOAD '~,- -~- ~]~-3/8" ROOF FRAMING 3 - second gust Wind Speed ~ 120 (MPH) withconservationthe LateStconstructionRES.CHECKcodereport for the 2007 New York State Energy NuTsCNW COUPLER 7 CONCRETE ._-~a~.--'-'-~ ~ ---- Z RAFTERTOTOPPLATE (TOE NAILED) 4~8P EACH RAFTER = -~- FLR JOIST 2-16d NAILS @ 6" 0 C. ~..."--BUILDING C (.~ SBEATHING LOCATION Spacmg At pan, el At mterrnediate 2, All HVAC systems shall meet the NYS Energy Code. It shall 5/B" THREADED ~CORNER ~ 2'-0" MIN -~. CBIL,.GJO,STSTOTGPPLATE,TGENA,LEO) -SO EACNJO, ST (S'"NOTEA) edges, edgesinCeid Pethere.ponsibi,ltyofthe enera, co.tractor(e.ubmfl ROD, IMSEO." 5 iR detail the design, calculations, drawings of the mechamcal, MIN INTO CONCRETE*.......~ cons slab TYPICAL CORNER HOLD-DOWN TYPICAL HOLD-DOWN PLAN CEILING JOISTS TO PARALLEL RAFTERS (FACE NIALED) 5~16D EACH LAP INTERIOR ZONE 12" o.c 6" 6" sir condflioning, ventilation, heabng systems stamped by a CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5-16D EACH LAP 16" C.C. 6" 6" professional engmeer if required by the Owner or Building Dept. ~ DETAIL BETWEEN GARAGE C TYPICAL PHD5 ROILDOWN N.T,S. DOOR OPENINGS N T.S ~ Z Z /"1 COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-8D EACH TIE PERIMETER EDGE ZONE 12" o.c 6" 6" 3 AIl glass to be double pane, msulated with a LOW-E Coating ~RNER PHD~ SECTION DETAIL Ill BLOCKING TO RAFTER (TOE NAILED) 3-8D EACH END 16" O.C. 6" 6" and shall have a U factor of ~ot greater than indicaled on plans. HOLDOWN SECTION DETAIl t~ GARAGE WALLS N.T.S. --J "-J 8 Z O RIM BOARD TO RAFTER (END NAILED) 2-16D EACH END FastenersforasphaflshJnglesshallbegalvanized eostmnlesssteel, 4 Allextefierdeors, including the basement doorshallbeinsuMted N.T.S. RAFTERS TO RIDGE, VALLEY OR HiP (TOE NAILED) 4-16D EACH RAFTER alummum or copper roofing nails, minimum 12 gage shank wgh a with a maximum U factor of .4 and have weathersthpping. I -PH D5 Hurricane Tie~ m,n,mum 318" inch diameter head the fasteners shalll penetrateweatherstNppingEXtsd°r fire rated doors shall have the same U factor andand shall be self-cloBing, at each rafter) ~ 2- 16D NAILS @ 16" oc~ ~1 HOLDOWNS III III Ii._. III RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) 3-16D EACH RAFTaR through the roof sheathflng and comply with ASTM F 1667 -~ 1-3/i / rep PLATE AT~NTERSECT~ONB I FACE NAILED} ~-lSO JD~ST- EACH S~DE For oormal applicGtions, GaphGIt shingleB ahall be secured to Fool . ~ ~ I~ [ ~ -- (5) 6d × 1-1/2 naiJa in Stud 2-160 24' ON CENTER with not less than six fasteners per strip. I STUD TO STUD (FACE NAILED) J refer to manufacturer's req'mts HEADER TO HEADER (FACE NAILED) 16D ~6" O C ALONG EDGES NOTE A: For roof and wall sheathing within 4-feet of the perimeter ~ ~ TYPICAL HOLD-DOWN PLAN TOP AND BOTTOM PLATE TO STUD 2-1BP (max wall h, 10') EACH STUD edge of the roof, include on each side of the roof peak, 2/ I lJJl ~--~Typical strapping-refer to the 4-foot perimeter edge zone lattachment requirements J ,, I JJ J J DWG-1 for detail ~ N T.S. TOP AND BOTTOM PLATE TO STUD 3-16D Iwall M;1O' te 20') EACH STUD shall be used. , ) ' ~~SiMpSDsTOoU~NDBLAFETT~E J ~ J J catch Jack studs ' BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-160 NOTE 1 PER FOOT I ~ ?' 1"1/4" X 20 Gage Metal Coi~"~__ ~ and window or door Header. m < 1 DOUBLE Ton PLATE MINIMUM 4.8 INCHES OFFSET WALL SHEATHING ATTACHMENT REQUIIREMENTS IH ~ Strap with (6)-8d common nails Typical each side and ALL ~ u> OF END JOISTS, FACE NAILED IN LAPPED AREA 8~16D I, ~ ~ iD each end. catch jack studs windows and doors, ~ I.-O BASED ON TABLE A-311 OF THE 2001 EDITION and window or door Header. WITH 4-3/4" bolts "¢ CUT CONTINUOUS HEADER TO STUD (TOE NAILEDI 4-SD Maximum Nad spacmg for 8d common nails Typical each side and ALL RAFTER-TO-STUD CONNECTOR & LENGTH O Z 12" Min CONTINUOUS HEADER TO STUD (TWO PIECES) 16d 16" C.C. along each edge windows and doors. TYPICAL HOLD-DOWN BETWEEN JACK STUDS TO H EADER TIF BUlLT UP CORNER STUDS l~d 24"ON CENTER 3- second gust Wind Speed @ 120 (MPH) FIRST AND SECOND FLOOR N T.S ~<:~. SUJLT UP GIRDERS AND BEAMS, IA N.T.S 2.iNCH LUMeER LAYERS 16d ** SHEATHING LOCATION Spacing At panel At intermediate WALL TO HEADER STRAPPING ANDBO~OMANDSTAGGERNAILS 2-NAILB AT EACH INTERIOR ZONE 12" o.c 6" 12" 2_1/2,, LONG ----~ 1-1/4" Metal END AND AT EACH SPLICE lS~ O.C 6" 12,' ,..F. -- Coil Strap 20 Gage with 4-FOOT EDGE ZONE 12" a.c 6" 0. 12" Mtn (6) 8d common nods .I'= " in EACH END at 16 o.c. 6" 6~,, c · __ 1.1/4,, X 20 gage G-185% EACH Stud. FLOOR FRAMING :~ ! ~ /'Galvanized Strap ~ % ILl wall sheathing within 4-feet of the corners, the 4 foot plerimeter,- ~with (6)-8d common nails ~ - -- ~, at each stud, wrap under sill %~ WALL TO WALL STRAP ,1~ I'-' ~ `%- JOISTSTOSILL, TOP PLATE TO GIRDER (TGE NAILEO) 4~D EACHJGIST edge zone attachment requ~rements shall be used 1/2" CDX plywood ""' ' ' -' ~ _ .,, and nail to back of each sill. ,.' %__ .,~ -,.~ ~,~ o.>. BRIDGING TO JOISTS fTOE NAILED) 2-SD EACH ENC for extedor panel siding, galvanlzedlOdboxnallsmay/besubsfltuled II ~1 Panel, Attached to ,,,, .... SLOCKING TO JOISTS CrOE NAILED) 2-SC EACH END far the common nails __.J_[,~- Frame in accordance ~"~ ! ,r,.. ~ Strap may be attached ~nVER _.~ r~- BLOCK SOLID ~Attach to Rafters with _~ . ',%,, ~ - : the plywood OR direcOy to c~ F- BETWEEN JOISTS /1-1/4"galv, x20gage with Table 1609.1.4 ': ~ -/"-% t !~~ BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D EACH BLOCK F~.OOR SHEATHING ATTACHMENT REQUIREMENTS _ ~_ ~ _" Studs. ~ k /coil strap with (6) 8d common Ill '!'-- ~c ,.,.~ mm, ,-.- / _ ~ -! ~ /nails in each end at each rafter, hq BAND JOIST TO JOIST (END NAILEDI E-lCD EACH JOIST panel edges and 12-inches on center in panel fl eld. .~ ~'WlNDOW UNIT AppliesSTRAPP~NGto Garage Wall and c % ~ '~~~/'~i~ BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D NOTE 1 PEa FOOT Slab on Grade Construction ~ ~ "- '~Nrap strap under Wrap Under NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL ' SUBJECT TO DAMAGE FRObl ; - .- · ' , SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. GRGUNe WIND SlESMIC FROST WIINTER ICE SHIELD AIR ! PLYW T RM PA NOTE; ALL STRAPPING SHALL - ~ - SIMPSON H2.5 at-.....__. ~ / -;, SNOW SPEED DESIGN LINE S~SIGN UNDERLAYMENT FLOOD FREEZING SHUTTER DETAiL BEAR M'", lO" ON STUD OR - ~ //~ ~. ~;; L ~,,~,~'' LOAD IMPH) CATAGORY WEATHERING DEPTH TERMITE BECA¥ TE:MP REDUIREB HAZARD INBEX RAFTER FADE TYFICAL each cGntilevered ~ /~ ~-~ z~:. CEILING SHEATHING ATTACHMENTREQUIREMENTS MODERATE1 MODERATE Refer to General Note #24.b for Panel FOUNDATION-SILL-STUD joist. FLOOR FRAMING STRAPPING o1~ ? 5d cooler nails spaced 7" on edge and 10" m held 20 LBS 120 B SEVERE S,_0. TO HEAVY TO HEAVY 11 GE(GREEE YBS NO 599 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING fastener requirements. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION TYPICAL EXTERIOR WALLS TABLE R301 2(1 ) NEW YORK STATE CODE OR MANUFACTURED FROM G185 OR 7,.450 GALVANIZED STEEL. FLOOR JOISTS Fastener Panel Span Panel Span Panel Span Type Less than or less than or less than or equal to 4 feet equal to 6 feet eqaul to 8' 2-1/2" #6 Wood 16 inches 12 inches 9 inches Screw or 10d on center on center on center Nafls 2-1/2" #B Wood 16 inches 16 ~nches 12 roches Screws on center on center on center DESCRIPTION NUMBER OF NAIL SPACING COMMON NAILS ROOF FRAMING RAFTER TO TOP PLATE (TOE NAILED) 4~8D EACH RAFTER CEILING JOISTS TO TOP PLATE (TOE NAILED) 4-SD EACH JOIST CEILING JOISTS TO PARALLEL RAFTERS (FACE NIALED) 5-16D EACH LAP CEILING JOISTS LAP OVER PARTITION E (FACE NAILED) 5-16D EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-8D EACH TIE BLOCKING TO RAFTER (TOE NAILED) 3-8D EACH END RIM BOARD TO RA~TER (END NAILED) 2-tCD EACH END RAFTERS TO RIDGE, VALLEY OR HiP (TOE NAILED) 4-16D EACH RAFTER RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) 3-16D EACH RAFTER WALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D NOTE 1 PER FOOT TOP PLATE AT iNTERSECTIONS ( FACE NAILED) 4-16D JDIST- EACH S~DE STUD TO STUD (FACE NAILED) 2-16G 24' ON CENTER HEADER TO HEADER IFACE NAILED) 16D ~6" O C ALONG EDGEE TOP AND BOTTOM PLATE TO STUD 2-1BP (max wail h! 10'1 EACH STUD TOP AND BOTTOM PLATE TO STUD 3-16D Iwall M; 10' te 20') EACH STUD ' BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-160 NOTE 1 PER FOOT DOUBLE TOP PLATE MINIMUM 4S INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA 8~16D CONTINUOUS HEACER TO STUD (TOE NAILEDI 4-SD CONTINUOUS HEADER TO STUD (TWO PIECES) 16d 16" c.c. along each edge BUILT UP CORNER STUDS 16d 24" ON CENTER SUILT UP GINGERS AND BEAMS, 2-INCH LUMBER LAYERS 16d '~'A' "NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP AND BOSOM AND STAGGER NAILS 2-NAILS AT EACH END AND AT EACH SPLICE FLOOR FRAMING JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4~D EACH JOIST BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS (-rOE NAILED) 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D EACH BLOCK LEDGER TO STRIP BEAM (FACE NAILED) 3-160 EACH JOIST JOIST ON LEDGER TO BEAM (END NAILED) 3-6D EACH JOIST BAND JOIST TO JO~ST (END NAILED) E-16D EACH JOIST BAND JOIST TO SILL OR TOP PLATE ITOE NAILED) 2-~6D NOTE 1 PEa FOOT 3 - second gust Wind Speed ~ 120 (MPH) SBEATHING LOCATION Spacmg At partial At mtermediate SEE NOTE A) edges~ edges in field iNTERIOR ZONE 12" o.c 6" 16" o.c. 6" 6" PERIMETER EDGE ZONE 12" o.c 6" 6" 16" o.c. 6" 6" 3 - second gust Wind Speed @ 120 (MPH) SHEATHING LOCATION Spacing At panel At intermedmte (SEE NOTE A) edges edlges in field ~NTERIOR ZONE 12" o.c 6" 12" 16' o.c 6" 12" 4-FOOT EDGE ZONE 12" o.c 6" 18" o.c. 6" SUBJECT TO DAMAGE FROM GRGUNe WIND SlESMIC FROST W)INTER ICE SHIELD AIR SNOW SPEED DESIGN LINE D~SIGN UNDERLAYMENT FLOOD FREEZING LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY TE:MP REQUIRED HAZARD INDEX MODERATE MODERATE 11 DE(GREEE YBS NO 599 20 LBS 12g B SEVERE S'-0" TO HEAVY , TO HEAVY C, ONCI~ETE FOUNDATION DAMPPt~OOFINQ · ~lmpeon PND~ Hold-do~n~ D~m~-~roo¢ ~all Crom ~o~ or ~It~ 5/~" anchor and to t~ ~lnf~e~ ~ra~, u~fn~ a 14 ~O8 ~ x 3" ~ood ~cr¢~, bltu~lnou~ coating, 3 Pound~ ~r ProvfOe ~t cornere of ~ara~e ~aure Yard of Acrylic ~odlFl~ O~tall¢ on Tl~ Do~n~ /ypiOAL COVERED PO~CH FOOTfN~ and ~rap¢in~ ~ [ ........ [ ........ [ ........ / 24 x 24" PoursO Pf¢r ~ooUn~ ~o I I 4"VENTTHRU I I 4"VENTTHRU E' concrete ~aH ON ,~"x ¢" F,~ ., ,% , ' , I1'-IO~" : ~" / , -See Oe,all, on Ora~ln~-I ROOF ROOF ,~ith 4" concrete landing, 4" drain ~ / ¢ concrete ~talre to ~rade ~ ~ , ~ ~ ~ ~ ~ -- -- %~--~___~%¢ ~' ..--1 I ,~T[h hand rail ~er ~314 34"-3~" , ......... ~ ' , ...... on top o¢ concrete ~all. ~ , I , ' = ' ' ' ' = ' ' ~' ' L ~ ' ~- .... ~ ' ...... ~ ~-'-~'~ ' ' ' - ' ~ "~"~'~ '~ ' ...... ~ ...... ~ ..... STALL WC LAV LAV I LAV WC WHIRL I ( " ~OL~O~N ~ 2-2xlo ~r~a~¢ ~k ~ir~¢r ~ -¢ ~YP, DEC~ NAILE~ SHOWER '~POOL , ',.- , o I - ~ O ~' ~ " I =: ~ T.cO each Jol~t. ~11 han~ers I ' h ~ 5-1/2" x I1-~ "I.V = = ~! ............. ~ I 2 ~! ~ bolte muet be NOT 3" ~ ~ ~ .... ; ................................ , . ~ 3" ~ ""-' ~ ........ ..._ 2" '" ~P ' '- /, ............. '"7 2" ~ , J ' ' - J , ' ~ . ' , , Z -' ', 4" Concret~ 5[a~ ~ITH ~ ~lt~ x ' , , I ' ' ' -- 12" J [ , , ~X~ I0/10 ~M on ~ I 5and-Cravat mix~ur~ ~aee, ~ an~ hol~ to oFF each ~ o¢ WM DW Sink I LAV WC I LAV WC STALL WHIRL , · , j--% each elll plate, Uplift etrap ,,. I I SHOWER POOL ~~ ' ~ -' -" ' ~ ' e ~ = c~nn~c[l~ne at alt ~earln~ malhm, TTP~OA . ,- , ' ,'-~" I" ~'-~" '-.~" ~ ~'-.~" ~'-.~": k' ~,~,,~ -. ~,, f ,i , I ~ 3" ',' '<' -- -- I I Handrail ,,~ , ,, , , TTPIC~L DEC~ FOOTING ] P , , ' ' ' '- ~-r~--~--* ............... r--'~--~ ............. r ...... ~--~ 4"-AC~ poet, Galv , I I 4" FA' 2x4 Frame ~ound [he ~ ' ~ v-' J .......... d ................ ~ ,n=hor- *.. ~'l. ~ 3" ~ 3" 5tafrcas~ ~rom Floor ~ " , ~ ~T~PICAL COVE~E~ PO~CH I~OOTIN~ C0 CO tahoe anO eh~et-~ockI ~ ~ , virgin ~oll, ~" TreateO poet ~ TTP. DECK NAILE~ U I Inside Wall M~nrmum. ~-13 ~ , ~ ~ ~ , -e~* O~tall~ on ~ra~in~-I for CIHT undereld or etalrcaee. ~ ' ' 15 · - CONNECT TO A NEW ~ ' ~ _ , O ~ Provide D/8I' T~PE 'X' · , -- oFSUFFOLKHEALTHCOUNTYAPPROvEDDEPT' , ~~ ~ up , ~ ,~0 Flr~ ~ated G~peum ~al~ F,urnac~ .! ~ - PLUMBING RISER DIAGRAM SA~,TARV SYSTEM X ~ ~E l& ~ar¢ above the rurnac. , . - Not t0 Scale ~ O ~, ~ ~LA~M, , , am per Ne~ York " , ~ ' T~PIC ~ i,.i,, ~ -- TTP, DEC~ N~ILE~ I TTPICAL FOUNdaTION I ~ ~ ~ -- 2-2x10 treated ~eck,~lr~r ' ~ In accor~a~c~ ~lth chapter 4 O¢ ~ ...... ', ~ '- .... ; · ~ r ..... ' ...... ; .... H .... N~YorkStateC~de. ]Ha,,- --,-a: ~-.~a' Xe ,,_ I' .~ a-: ~-a - :1~- , , ~ ' , , , , ~" Pournd Concrete ~¢11 on x Poured ' Concrete ~all rooting, 2-2 x & AC~ ' TTPICAL COVE~ED PO~CH FOOTIN~ elll plaice, ~llJ s~al, Copper Termite 5hlelm, , ~ ~'-IO~" , 2&'-~" , 24" x24" Poured Pier Footln~ to ' vTr~f~ eoll, ~" Tr~at~ poet ~11 ¢oun~ation ~alle to ~xten~ ' 3D'-~" [o virgin ~oTI ~n~ ~ Full hel~h~ ~alle " ; " -6eedetaTIs on dra~ln~-I for , Mechanical ~Bmtemm , In6talled Tn accordance ~lth Chaptere ......... [ ........ [ ........ . ' 12-24 oF the ~eel~ntlal Co~ 0¢ Ne~ Tork ae ~r ma~gacturer~ ep~clFlcatlon~ I I-ou 5'-9,5%/- _01 55'-5%' )5'-B" 13'.9'~ Bectroorn #3 Bec~room #4 2L~" N~,LL r-~" ,~ ~' CO alarm z '--E;2' E~ATN OmEN ~'.~%,' L TW30410 /tJack b~t, windows TW50410 TW30410 9'0 plat~ Mt 2ND FLOOfB PLAN NAME AREA Gross F oor Ar~a 35.0 sq Ft, , 42L4%,, Wall ~'-9.5"+/- ~9 J 5%" 9 Orawln~-I WINDOWS, FLUH, FWG DOOI~$ A~ FOLLOWS: Plans Inc~lca[e ANDER~,SEN series 400 DWI model numloer$, Provfde LOW-E DN ~NDOW~ ehall hav~ a ~ Ratln~ of 50 TW30410 TW303~ ESec~room #1 smoke alarm W~,LK-IN - ~ CLOSET ~ DININ~ 3%" KIT, 5%" LIVING ~'-IOb4" 1E>T FLOOf~ PLAN SCALE: I/4"= I'-O" 9'-1" PLATE HEIGHT ~roaaNAPIE ] AREA Floor AreaJiI454,2 aq and # 22, TW2¢4¢~ ~ pre_Fab/ CraFtsman Column Factor~ ESuTIt In accordance with N¥~ I0, Factor~-bul[t Fire,lace inserts shall be ~L Ilst~d and labeled an~ shall Insta[l~ [n accordance with the Fireplaces shall ~ t~st~ rn accor~anc~ acc~rdancm ~lth thru Flrm~lac~ ~ In acc~rdanca axtmrior air mup~lw, Exterior att ducts mhalr b~ In accordanc~ 5TE~ED ~ET~L = ' ~ ' ' ' ' ' ' ' ' ~ ' ' I ' ' I I I ess plan Cot I ~ I I I I I i ~ I ]; I ~ RIch railln~ __ = ..................... 4" apart ~ - ~ ~ ~ ~ c= o F~ONT E~LEVATION ~I~HT ELEVATION ~m~cEom SCALE= ll/~" = I'-~" ~lln~ Flamhln~ T~plca~ ASPHALT 5~IN~LE5 I ~ . i ~~ 0 ~z~' , , , , , , , , , , I ' ' ' ' ' ~ ' SCALE:1/4"= 1'-0" I I I i I I T'T'PICAL F~OOF CONSTBBUCTION ~NT~L~TION ~L~ B~T~N , ~ ~ Ice ~ ~a~er Shield. TTPI~L 50~IT GONST~UGTION. EAG~ ~AFTE~ 2x4 ~ I~ oc~~ Un~rla~m~nt conf~rmlnffi to AST~ ~ 22~, T~ I ov~rhan~e an~ rak~ ~v~r~an~e - ~/ /~5-4OO 80~FIT VENTSimpson N-2~ n~ulat on ~ ////// ~.~ ~/ ~rad~ plywood 5h~athln~,~ Nailln~= to TrPICAL EXTEriOR ~ALL / ~ ~ / / ~ / .... ~ ~ ~ , Framing In accordanc~ ~lth th~ 2 x ~ Dou~-FIr ~ood 5tu~s · I~" , -- ,,-- metal ~tra~rng~ ~ ~ ~'~~-i ,~ - INSULATIO ~~kC ~ x ~ __ __ ~ ~ / 2x4 C*lllng Jcl*t, ~ cc 3/4" Plymoo~ 5pan ~ated 5ubrloor, m Screened , il ---IIlll ' i ---- : SHINGLE5 -- A ~ ----~ ..... ~¢ ~ Floor(unheate~ epac~) OF 5NEXT'lNG .~ '" m Exterior Walls 2x~ ............................... ,,, ~att Insulation ',' Exterior Walls 2x4 ............................... ~-13 0 ',:' LVL GIRDER ~' ~ll ~lazfn~ ........................................... U=.55 ~ I I,, . ,)OTING (.,'" ,.- ...: ...... , ..- ................. , ......... ~ . . ..- , ~'" INTERIOR ~ALL FINISH TOP OF F~ '' ": ......." ...... ..................... ' '' p Provide i/2" noted. Moleture Cellln~ and all malls ~ONT ~EE D~G-I ~ND NAILING ~C~EDS. ~eam Continuous ~1~ V~nt ~ Collar Tlee In th~ ~ ~ ~ol~mer modiFleO ~ltum~n ehe~t, m~cure poste to Footln~ Coll~ TlCe In th u per third o¢ attic · ace ~hal ~xt n ?r m v ' e Insulation ~ ~ I k ~ ~-19 ~att -- cor-a-v~nt / '/ ~ J ~ ~ $ ~ I md Face oF ~ ~/ ' ~ % ~ - ~ ? / mallm~. . ~ a~f~l ...... -- - JOmST~ , .. LIVING mmm mmmm m,)~~m)mmmmm~m~ FJ7~ ...... ){: m~ ~ = ~~~ ~ lib ..... ..... ~ I i Illlllllllll~ ,t.o.su~F~ z = ~ '~ I ~ ~ ~ ~ = ... - , = : , , .... I _ T.O,FTG I PORCH ~, ~ ~ [~ ..... ' ~.~,o' /-'~] I ~ I ~'-- I a , ........ 6~- ~ ~ ~ , . i,~ ' . ~ ~' ~ /2x4 ....... ' ' ~ " ' - ~ 4 ,~" ~ I -- ~ ~ ~ % I ~ Poet (22 3-1/2" x 11-1/8" LVL FLUSN po~t post ~ I ~ I plate ~ ~ j II ~ ' -- -- - ~ I ~ ~i~ ~ /2-2x~ jack ' x~ x 0 · al,~ ~ x x ~ , ~-~" ll~ ,," ~ i~ I' 2-2xl2 2-2x12 2-2xl2~ I 2-2x12 _ _ ~- -- ~OOf F~AMIN~ AND CEILIN~ F~AMIN~ PLAN 2nd FLOO~ F~MIN~ PLAN SCALE: I/4" = 1LO" ~C~LE: I/4"= ILO"