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30415-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30686 Date: 04/26/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 5765 BERGEN AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473689 Section 113 Block 2 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 8, 2004 pursuant to which Building Permit No_ 30415-Z dated JUNE 22, 2004 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE,COVERED FRONT PORCH & REAR WOOD DECK AS APPLIED FOR. The certificate is issued to HARBORVIEW HOMES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0062 12/21/04 ELECTRICAL CERTIFICATE NO. 92327C 11/23/04 PLUMBERS CERTIFICATION DATED 04/20/05 BERTSAND PLUMB.&HEATING Authorized Signature Rev. 1/81 Form No.6 r TOWN OF LD BUILDING DEPART/ENT --14 nJn[ TORN HALL '� Atyp 2 � cw+ V 765-1802 �' Nrn ' APPLICATION FOR CERTIFICATE OF OCCUPANC _ V. 1 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1"/0 lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planting Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Cotmnercial$15.00 Date. y/z_ S^ New Construction: x Old or Pre-existing Building: ^�^ (check one) Location of Property: 5 7W S � / t House No. 17 Street n Hantlet Owner or Owners of Property: , Suffolk County Tax Map No 1000. Section [� 3 Block O 1, Lot Subdivision Filed Nlap. /r7,yy/�_ Lot: 3 /) Permit No. 3U //S /z� Date of Permit. `� 6 Applicant: j�'Ci✓Gz �✓`t �J4�7� . Health Dept. Approval /[/O— Off'- 000 1- Underwriters Approval_-4"9Z32-7 C Planning Board Approval: Request for: Teutporary Certificate Final Certificate: � (check one) Fee Submitted: $ Applicat Si a ire � , �O �66foL Co 3oss� r Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 11/23/2004 375 Dunton Avenue 92327C East Patchogue, New York 11772 (631)286.6642 Issued To: Harborview Homes Inc. Street: 5765 Bergen Ave Village: Mattituck Zip: 11952 Town: Southold Section: 113 Block: 02 Lot: 14 Contractor: Super Power Electric Lic. # 5118-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial El NV Defects LJ Pool L7 lot Floor LXJ Indoor LXJ Basement ❑ Hot Tub © Residential LJ Det.Garage LX] Attic X❑ 2nd Floor K Outdoor ❑ Addition ❑ Survey F Switches Receptacles Fixtures GF/ Heaters A/C Fans 38 44 31 4 1/30A 4 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 40 1/20 Furnace 011 Gas Circulators Smoke Detector Bell Transformer 1 Air X 7 Meter Amps Phase UG/OH Jacuzzl Television CO Detector 1 200 1 ❑X 1 Bldg. Permit: Other Equipment T 11200 amp main panel 1 garage door receptacle Hugo S. Surdi President Rough Inspection: Inspector: Final Inspection: 11/11/2004 Y JInspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. lrlrr Trot (S)�r�o�os KC0 1 own 11,111, 53095 Main Road NZ rna (516) 765-1629 P. O. Boa 1 179 `111 1 elephone (516) 765-1602 Southold, Now Yoik 11971 '� a0! )(r �y�ol OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C B 1t '1' 1 F I C A '1' 1 o N DIM: April 20 , 2005 Bullding Permit No . 30415 Owner : �d���✓(���_ OMeS (please pclntj Plumber: Bertsand_ Plumbing & .Heating, Inc. (please prlut) I certify that the solder used in the water supply system contains less than 2/ 10 of 1% lead. 4�� (Plumbers Signature) Sworn to to before me this 20th day of April . 2005 , Notary Public, Suffolk County t ryPudk.6ietDA Oueim 10 4„ undo-c�� Cammis0=82vimiai Cat, O�c FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30415 Z Date JUNE 22 , 2004 Permission is hereby granted to : STELIOS MAVROGIORGIS 21-66 37TH ST ASTORIA,NY 11105 for CONSTRUCTION OF A NEW 4 BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR WITH ATTACHED GARAGE, DECK AND PORCH at premises located at 5765 BERGEN AVE MATTITUCK County Tax Map No. 473889 Section 113 Block 0002 Lot No. 014 pursuant to application dated JUNE 8 , 2004 and approved by the Building Inspector to expire on DECEMBER 22 , 2005 . Fee $ 1, 695 . 00 Auth6rized — ORIGINAL Rev. 5/8/02 3 ' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL A�' ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `'''�`� DATE / INSPECTOR �' 7654 802 BUILDING DEPT. INSPECTION [ J FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING KFINAL / [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ��� DATE �� r �� INSPECTOR . 3 is z *© TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Lzfr�� ���o�" A n, DATE 3 J3/— � INSPECTOR OF So". o ; c TpwN OF SpvTN �ry�. 76g•1 02lII�D/NC DEPT. llvs p , EcT/ F p�N DATIp - ff 11F pvNDAT I p 2Np RpuGN P FIRE �/STRA pP/NC f� I IIySVLATI pN G. - I;EIb/A $ cM14,rjVEy � ,INAL RICS: RE SAFE,INSP 72 ECTIpN INSPECT p1; L 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ 'FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: n jF�N D 16, DATE (1� o INSPECTOR -� 765.1802 BUILDING DEPT. INSPECTION /FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ]LLFIRE SAFETY INSPECTION REMARKS: �2�ru'l,irl�t DATE 8 2Log INSPECTOR 0 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOTrDAPTI N 2ND [ ] INSULATION [ ] FRAMI4G [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: coup C� (� 4v Corc 'ANA DATE ° INSPECTOR 3a��5 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [./ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION Aa[` 9 REMARKS: 1-41 Aq 1"4 1!54^k2 W o%D 6&Tf- S� L( 1 v w..�r�G 1 I Z �{[J R r •J t.at kA,.. DATE a � INSPECTOR � � 765-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: f rZ DATE INSPECTOR �•. _ Carl 1". `Iaju" I:a, .` I.` �rl'll if Ccl I'I:11111,-I' I'.11. IL � �I fTlllll 1. \, , \ iL II I.� un=I oSl _'Xli-1 '_]1 I .i '_tio-Io1 Member of d,e Amerl4n Irodtute of Architects October 5, 2004 Building Inspector I 7 20 Town of Southold Building Department PO Box 1179 Southold,NY 11971 - Re: 5765 Bergen Avenue Mattituck,NY 11952 Permit#30415 Dear Sir: I performed a visual insulation and fire caulking inspection on the above referenced premisses. I found everything meeting or exceeding the current Residential Code of New York State and the New York State Energy Conservation Construction Code. In Particular,all walls had R-13 insulation,and all ceilings had R-30 insulation,conforming to the construction documents prepared and sealed by my office,and submitted to the Town of Southold to obtain the Building Permit. The floor had not been insulated when I inspected,but the insulation will be installed and open for a visual inspection by you at a later date. My office has photos of this inspection on file should you require them. Please cc!l my office if you have any questions, or wish to digress this matter. Yours truly, ��ERED AF?e, /O� c� C Majowka AIA Registered Architect CC: Harborview Homes, Inc. qTF OF NE`Ny unalo Nka auFf olk.lib.ny.ue OMNI TITLE AGENCY (631)669-2273 475 SUNRISE HIGHWAY•WEST BABYLON,NEW YORK 11704 (516)621-1100 FAX(631)669-2577 www.omnititle.com OMNI TITLE AGENCY, an agent for COMMONWEALTH LAND TITLE INSURANCE COMPANY Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made to the 01 lice of the Clerk of the County of Suffolk, State of New 1 ork, against the subject premises described herein and premises adjacent thereto on all sides from 1997 to date, to ascertain the fee chain of title respecting said premises described herein: and the premises abutting since 1983 and has found only the returns set forth herein on the following pages numbered l thru 5. THIS Company's liability is limited to One Hundred($100.00) dollars for negligence only. NO policy of insurance is to be insured hereunder. OMNI TITLE AGENCY By:/ uk t L Patti Lignelli For the Company Special Search No. 04-07109 Dated: 4/19/04 SUBJECT PREMISES: District 1000 Section 113.00 Block 02.00 Lot 014.000 REPRESENTING COMMONWEALTH LAND TITLE INSURANCE COMPANY TITLE INSURANCE SINCE 1876 Page 1 SUBJECT PREMISES: District 1000 Section 113.00 Block 02.00 Lot 014.000 Rose Koroleski Liber: 9440309 To Dated: 9/236 Stelios Ma,�Togiorgis Rec'd: 10/12/83 LAST DEED OF RECORD OMNI TITLE AGENCY Patti Lignel'N Authorized Signature Sworn to before me this 191h Y of April, 2004 i N TARY PUBLIC LINDA A.LEARY Notary Public,State of New York Ission d n S Nolk Ioun n tj Commission Expires Feb t 2 Page II PREMISES ADJOINING ON THE WEST: District: 1000 Section 113.00 Block 02.00 Lot 013.000 Rose Koroleski Liber: 9440c 318 To Dated: 9/23/ Helen Kavrogiorgis Rec'd: 10/12/83 LAST DEED OF RECORD ONINI TITLE AGENCY By: �11 , Patti Lign li Authorized Signature Sworn to before me this 191'day of April,200 N TARY PUBLIC LINDA A.LEARY Notary Public,State of New Y0Tk No.01LE6019733 Qualified in Suffolk County ),qL Commission Expires Feb. 16,2 Page III PREMISES ADJOINING ON THE NORTH: District 1000 Section 113.00 Block 02.00 Lot 015.000 John J. Koroleski,Administrator of Liber: 11811 cp 673 Estate of Rose Koroleski Dated: 1/13/97 To Rec'd: 1/17/97 Theodore C. Martz,Jr. Theodore C. Martz,Jr. Liber: 11874 cp 512 To Dated: 1/22/98 Peter Crowley & Lorraine Crowley, ux Rec'd: 1/23/98 LAST DEED OF RECORD OMNI TITLE AGENCY . 12 By: Patti Lign Authorized Signature Sworn to before me this 19`h day of April, 2004 NO&Y PUBLIC LINDA A.LEARY Notary Public,State of New York No.OILE6019733 Qualified in Suffolk County n Commission Expires Feb.16,2 W Page IV PREMISES ADJOINING ON THE EAST / COX NECK OMNI TITLE AGENCY By: lGL ' Z' /� Patti LignENi Authorized Signature Sworn to before me this 191h day of April,2004 N ARY PUBLIC LINDA A.LEARY Notary Public,State of New York No.07 LE6019733 Qualified in Suffolk County Commission Expires Feb. 16,20 1) 7 Page N' PREMISES ADJOINING ON THE SOUTH i V BERGEN AVE. OMNI TITLE AGENCY By: Patti Lign Authorized Signature Sworn to before me this 19`h day of April, 2004 Pf /� 44 YRY PUBLIC LINDA A.LEARY Notary Public,State of NewYOrk No.01 LE6019733 Qualified in Suffolk County Commission Expires Feb. 16,20 001 . •r Y, 1.t.GsraaatlFt•Ia' r4oeYr1'tlMe G!<aLit."us,ai . r eON aaw "us Y1m'H$aTm mean vast eMmeamm T11m WTlalMr aaalnl M YNA aI'L[MTap 141L.T�r q e '[HIb'pOD®1U7R£,mode 11w ~13 der of• ,nineteen iundrtd and ninety-A ? 1: : eater. Idi..a ♦t lei aeund Avenua r Mattituok, New York e. a adminuhator{RCF.of the Est"of Rosa Roroleakl late of EuffOlk County, New York i' who dad haeatate an mr 11th day of July .nineteen hued-d wi ninety-four parte of the fine pat,and TR3000PE C. MARTZ, JR., reaiding at 165 Reyerean Aver .. : .F- i 74anorville. New York 11949 e P"of Ya smend pan. YFffil�fX, that wbenu lenc:a of ndministranaa a•rre issued m!19 party of the ArR part by the Surrogate's Coo" Suffolk County,Nw`ark as Nov. .155 .Y 1994 and by vier" of lie power,and ar1crity gitm by Article I f of the Estates,Powan and Tnnm sad aaetidnatfan of tr. PORTY-FIVE TROUSAN❑ AND 00/100 (545,000.00)------ ------- datura, Paid by dsa hey of the wagal part,does hereby gram mil '+ relater we*she party of the stand Part,the disa+bmt or ate teaart"asei;7n of the]Arty of the second put lore.e:•, r '. ALL that eewak+plot,Flees cr Parcel of Iaed,w-th tls•-Widinga and imPmr- senna dtaeon esen"d, shoats. Or lyhKmdbeinginsfr. Town of toutnold, County of Suf Ee . and State of New t York, known end 1ee19natol as Lot 4 ea shown on the "Map of .4u Rosewood Estates", and tiled in the Suffolk Connty Clark's Office an January 24, 1969 as Map Na. 5240. ;t E R� i' TOGETHER wnh W right,tide and inmrmy if any,of the pant of rix hrss ,•sen ie and to my urea and •:,i. mads abuuf the abase leacfibed prraowi m tke rema liner thoed;TOGETHER with the appurterwnces. and u:w all the elate which the said dacedem bad at the rima of decedent's damh in avid Prealm, and alm the trott thmc"which the Party of the fan pan has m has porta m convey or ditpmc of,whethtr iudivid- ; MAY,or mberwite;TO HAVE AND TO HOLD Oe premum herefa gammd urno the party Of de meersd lei part,the destntuteas a suraasirs and nsi;w et:be Party of the second pt bmxr. w,y ANU the patty of the fin[pan mvetrwU that the Pwrl• of the first Part has not done or auf e"d suytwXq wheaby the said luemren hart been ioeombered in any arty wheterm,exc"as aferemid. Subject to he tmat fund Provisimu of section mirtean of the Liam Law. The word••party" stall be crmstrued as Y it read "p.M6e'whenever the mnm of WE indenture m requires fN wry"YVMEstw,the Patty of the first pas"has duly rmeculed this clad flit day and yet fiM ahwye ;• wNtm 0 r -ISE ROROLE9RI l:a ra,xLWc%or; C- 1 n A nistratee ;r a `44 THC` 13:37 FAX 631 889 2571 OMNI:WEINREB ESOs, y .. �•T+��'.,_�-..r.._i'nL pel..o ;n o'iIW.gy 2002 ` `8►VA W va l Cswtl 0 SUFFULA oo atus a ttw Tow,awn a :IrIfY i3 day d Ooaar� la sib b*.m. o.ue 4041 v ,wi.:t.: u, y elm � 'I Fbmay tomme John J. Eoroleekl 10 em I w, be td Iad:.l" deou bed in Yid who to m boomto be Lie tmdlddial dw.eftad b .hwsxied��os°Rds�brlYi�. sad aduowiadied tbt emeauadorr�bmt're6 sad frlmemleC]pC 3C r ne Hlalg6.iA70F11 ± NYS Pub(k�5�x�i hew Yen 1LmmFstMnn��ra.���—K// WATa w MM VWA aalro a .. awn of alaY ala¢, LiwII1fF C ar Oe Two day d 19 .bdom as Oe rbo or d 19 ,Wm: . pe<sa31y amc I pwrmeily ame to esi Imams,wk.beim by me ddy arem,did Lippe and ma a,bwbhV .esr to dr Mtliard. My that he rY2Ms Y 230. a�a� bgadahmi, y er...dNy tha he b nce I amain.db dryae rd my alto Im 'at Xs . d Lime be boon °r In fled which aavtad the fon rAng mremal, asdm be Lir', :4>2 lorara Liv, W of Yid earpmadooi List Lite Yd af9xed denied is sed weo e'A.mrad U+ 1 J r",3 to sdd inetmaem is mrb eappetele al; do it wb w the he. Lid w . YSorad by mde d ewe bard d dhctort d rid atpem. aaml the� t;1rap1. 55m rim,sad tbw we aipmd b !sins rlHlab by Idw erde. at the alms thee alhrebed h also u w11tlWeF'igluaio: ..;;� ,1 t-. .i: T. y. A&mufldid"'x Stall Same" rsa .'L. �7TNo. aoei eTeQT Ammar , t 1O ff awwdd N log"al Hay CHICAGO TY-u IMIAM66 mnARr rt 7dlilm4m IF in THS Vaal!9Ism awa ay seo w ald by I Annette Eaderesro Attorney at 4er 111a�fI7lUlMCR aa9MlleWV 18 RellroeQ Avenue Center Moriches, NJyy Nerk 11934 i Jn L'. , F \ I - FIELD INSPECTION REPORTD TE COMMENTS (\ e 8 � � FOUNDATION(IST) FOUNDATION(2ND) g V R�^^ rto� p , m 0 ROUGH FRAMING PLUMBING Sow k.,� o UN�j� Hyl A /yficl, y e— r/. -k . Vow IN / 2 � rl l fvT ww^r" l•a kiy+� 0 FL ol INSULATION PER N.Y. STATE ENERGY CODE c FINAL a* r�3 ADDITIONAL COMMENTS l0 4a c' _: o m '1^^ tv ` v I� 1 � x TOWN C 'SOUTHOLD` BUILDING PERMIT APPLICATION CHECKLI BUILDI' -- DEPARTMENT Do you have or need the following,before applying. TOWN AL � L Board ofHealth /0- !Sy- 00(6L SOUTHIDLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502LJ Survey www. northfork.net/Southold/ PERMIT NO. 3ngla Check_ Septic Form_ N.Y.S.D.E.C. Trustees_ Examined 6 2 20 Contact: Approved_ Y, I IL , 20_ lvlailto: Harborview Homes Disapproved ac 4�'-Bdldispector 1706 C. R. 39, S/Hampton,NY11968 Phone: 631-287-0772 r Expiration_ , 20__� / 7 ' 820 APPLICATION FOR BUILDING PERMIT Date r 20 04 ------- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County.. New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alteratioris-er for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admtit authorized inspectors on premises and in building for necessary inspections. Harborview Homes , Inc. (Signature of applicant or name, if a corporation) 1706 C. R. 39, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Builder Name of owner of premises Stelios Mavrogiorgis (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 14 8 7 P Electricians License No. 498E Other Trade's License No. 1. Location of land on which proposed work will be done: 5765 Bergen Ave . Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 113 Block 2 Lot 14 Subdivision Rosewood Estates Filed Map No. 5240 Lot 4 (Name) �. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant land b. Intended use and occupancy 1 family dwelling 3. Nature of work (check which applicable): New Building xx Addition Alteration Repair Removal Demolition Other Work ,0A (Description) 4. Estimated Cost 6 nc-D . Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 4 Number of dwelling units on each floor 4 on 2nd f loor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if anv: Front none Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 62 ' Rear 62 ' Depth 34 ' Height 30 ' Number of Stories 2 9. Size of lot: Front 170 ' Rear 189 , Depth 130 ' irregular current owner 10. Date of Purchase 10/12/83 Name of Former Owner Rose Koroleslci 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO X 13. Will lot be re-graded? YES x NO—Will excess till be removed from premises? YES—NO x Mavrogiorgis 21-66 37th St . 14. Names of Owner of premises Stelios/ Address Astoria , NY1110honeNo. 71B-546-3758 NameofArchitect Carl E. Majowka Address Bellport ,NY Phone No - - NameofContractor Harborview Homes , 2ncAddress 1706 CR 39 Phone No. 631-287-0772 Sout ampton, NY 8 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO XX * 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 X * 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. STATE OF NEW YORK) SS: COUNTY OF ) Richard Wandoloski being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and b lief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn efore me this da o20_p_( i _ t Not Signator of Applicant Rl".. 9J. P York �.t07o Y P stud" A Term�M SURVEY OF CERTIFIED TO:HARBORVIEWHOMES, INC. LIBERTY SAVINGS BANK, FSB LOT 3 OMNI TITLE AGENCY MAP OF ROSEWOOD ESTATES JOB NO. 2004-230 SI T UA TE A T MAP NO.:5240 x� FILED. JANUARY 24, 1969 • • I'n REVISIONS: �C'`�yu MATTITUCK ADDADJ. WELLS/SAN. 6/042004 TOWN OF SOUTHAMPTON REV. PROP. DWELL LOC. 6/16/04 SUFFOLK COUNTY, NEW YORK FOUNDATION LOC. 7/30104 S.C.T.M. DIST. 1000 SEC. 113 BLK 02 LOT 14 .ti 20 10 0 20 40 60 80 100 120 140 160 180 LICENSE N0.050363 SCALE. 1'=40' DATE:APRIL 8, 2004 HANDS ON SURVEYING - 9 46 NORTH ROAD kG HAMPTON BAYS, NEW YORK 11946 " TEL:(631)-723-1954-FAX.-(631)-723-1329 MARTIN D. HAND L. LOT AREA:20,502 SQ.FT =0.471 ACRE tend � Q� O C L I 001 LOT4 0A GUY WIRE RE O >< LOT 5 N 85°09'20"E 189.04' _ - PIPE QSSS cn CD rn -fit c) p m r m$ 1 fi2Q �1 ? pNGREN 60.6' Co y. a FGU�At10 22.1' 0 00 p o 5 5 % p la uTY N o GUYWIRE O PaE29 1 \' 0 cclL00%15 . 110 y/ v�ft1E �. B ERTEN A fll'RY1-75 I l u�.uou easwr.� emnwvemraoov neaeiwe. AT mora n :o"e ue"'OanO®�a�iic w'eidu"mef6.m "amwomc+w o+xn"we•'e+wurwo �,QO I.AaMl"N+CMTR (a®aNMM.IW.OypW - MI.YOMR.WMIDi a ro°e®o�imem..W 0Ym19 ce"wrcw«Dunn ieie.wu n" "nemwx.oneenaMaec..w iean.ninnausimamx"e m nt.�u®aw,aaown vm.m"r..lae"e w.n".sena r000urmm�waaesaa CERTIFIED TO:HARBORVIEW HOMES, INC. SURVEY OF LOT 3 LIBERTY SAVINGS BANK, FSB OMNI TITLE AGENCY MAP OF FOKRECEIVED COUNTY ROSEWOOD ESTATES uFFot1 JOB NO. 2004 SI TUA TE AT t 5 aM 9' MAP NO.: 5240 FILED:JANUARY 24, 1969 REVISIONS: MATTITUCK ADD ADJ. WELLS/SAN. 61042004 TOWN OF SOUTHAMPTON REV. PROP. DWELL LOC. 6118104 SUFFOLK COUNTY, NEW YORK FOUNDATION LOC. 7130174 FINAL 11/17174 S.C.T.M. DIST. 1000 SEC. 113 BLK. 02 LOT 14 `�Hw 20 10 0 20 40 60 80 100 120 140 160 180 LICENSE NO. 050363 SCALE: 1"=40' DATE:APRIL 8, 2004 L NDS ON SURVEYING 46 NORTH ROAD HAMPTON BAYS, NEWYORK 11946L:(631)-7231954-FAX:(631)-723 1329 MARTIN D. HAND L.S LOT AREA:20,502 SQ.FT =0.471 ACRE I LOT 4 O 1n GUY WIRE >/ al 0 < LOT 5 N 85°09'20"E 189.04' _ - '� RIPE Z- co t' -1 A m �� CLANG ^ .�. -'t 1 'C, (32 UMI' .. GONL. r 10 c! r s t i ` t \ UErex or yI ? Yr; xsr ME = mSUNG rCD l w jS 10c' p v WATER(MIE J p 7 55. 1 _ WATERkWTER .--- -_ WPU a A GUY VARE �•� Mg �T� I gi -r 1- m 1ji J r r t L a P o 00�pLT {t "W 0 00' Thi l�lf ► <r«r•�� I BER /'► y J/ !?f'M,T-75 I 1KTWW� •IITM�Ofbw �C IRT°'110Ml IOI"RCT^E 9I�MYl YOnEEPE 1 IEe;my®mwo rye III\ wwnaE� ; ms�mi;Rsroi _ u.wmlE �.'IV IA6 MiMOR nIR WTr4w (,/�aµp6°l MII YV P EII.O Yl�WLLatO®® qEl wlOml!(Vr FETE •TIE�Iq� Wd1EfM •10Ym"Od;lIWiTIE 1MIJ M;MOIl1®6WI.lO °[IK161m1 NN;OTirtKMl9nWN6 N�10R MNAPfl091 WPf CERTIFIED TO:HARBORVIEW HOMES, INC.- SURVEY OF - LOT 3 LIBERTY SAVINGS BANK, FSB OMNI TITLE AGENCY MAP OF ROSEWOOD ESTATES JOB NO. 2004-230 s of New SI TUA TE A T MAP NO.:5240 t o y FILED:JANUARY 24, 1969 �r ... UDNA REVISIONS:ADD ADJ. �° %� 9� MATTITUCK WELLS/SAN. 60412004 TOWN OF SOUTHAMPTON SUFFOLK COUNTY, NEW YORK '[ c S.C.LM. DIST. 1000 SEC. 113BLK. 02 LOT 14 20 10 0 20 40 60 80 100 "12-0-1-140 160 180 LICENSE NO. SCALE. 1'=40' DATE:APRIL 8, 2004 HANDS ON SURVEYING 46 NORTH ROAD HAMPTON BAYS, NEW YORK 11946 " TEL:(631)-723-1954-FAX:(631)-723-1329 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MARTIN D. HAND L S-. PERMIT FOR APPROVAL OF CONSTRUCTION FOR A LOTAREA:20,502 SQ.FT. =0.471 ACRE // SINGLE FAMILY RESIDENCE rE ONLY ELEVATIONS HEREON REFER TO APPROX. MSL DATUM WELL DATE v' _ S N TEST HOLE og 0-04 6 NO SURFACE WATER EVIDENTAND ARE THE RESULT OF UAL FIELD WITH/N 30MEASUREMENTS APPROVED O FOR MAX iNIUM CF�C DP. ONS ✓ SANITARY EXPIRES THREE YEARS FROM DATE OF APPROVAL DORSEMENTS IMPROVED IMPROVED SANITARY LOCATION AS SHOWN WELL LOCATION UNKNOWN WELL LOCATION AS SHOWN a SANITARY LOCATION UNKNOWN LOT 4 Q O f _ \ GUY WIRE �I _2V \0\ LOT 5 �p(85°09'20"E 189.04\ _ - Pte. ` 7 .g y ttwEu !- -------------- \ 30\ A 8a G)m— -% - -32 o T �,m o m aom SED _ \ m' m10 PRDpOgcn y� PCAGE 79.6' ,o y I C7 cn ' .nj•�• o \��O- DWELLING > 1 -- . . pRoMSE�WATER LINE'1 I\ O n m 34 � ccnnmm i �GOcN YROP°SED WIRE p. UTILITY C A GUY i POLE 29 I Z O ^3- PRDVIDE12 DEEP L•P.�• \gNdROKpM FOPSON, may.., _ : ON Z F NSE�NS1` .. 0OU' ,Dro9gsru° 3U"IN 7 X �75; N 0e BERGS 0'I.IVT.35 = i I VACANT II WELL = '. OVED SHOWN AND SANITARY IMPRA (� rWELL OVED WELL AND SANITARY TEST HOLE N0.2 IMS AS HOWN M TOPSOIL LOAM C.P. 0 -2.2' � FINE SAND -4.6' MEDIUM SAND W1 TRACE GRAVEL 0 MEQ 17.0' C.P. �M�° M SURVEY OF CERTIFIED T0:HARBORVIEW HOMES, INC. LOT 3 LIBERTY SAVINGS BANK, FSB OMNI TITLE AGENCY MAP OF ROSEWOOD ESTATES JOB NO. 2004230 MAP NO.:5240 � pp NE SITUATE A IT FILED:JANUARY 24, 1969 p� W I; 00 REVISIONS:ADD ADJ. b MATTITUCK WELLS(SAN. 6✓04/2004 TOWN OF SOUTHAMPTON REV. PROP. DWELL LOC. A^� . SUFFOLK COUNTY, NEW YORK 6118/04 S.C.T.M. DIST. 1000 SEC. 113 BLK. 02 LOT 14 20 10 0 20 40 60 80 100 120 140 160 180 LICENSE SCALE: 1'=40' DATE:APRIL 8, 2004 HANDS ON SURVEYING 46 NORTH ROAD HAMPTON BAYS, NEW YORK 11946 TEL:(631)-723-1954-FAX:(631)-723-1329 MARTIN D. HAND L.S LOT AREA:20,502 SQ.FT. =0.471 ACRE a ELEVATIONS HEREON REFER TO APPROX. MSL DATUM WELL e AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS TESTHOLE#2 NO SURFACE WATER EVIDENT WITHIN 300' PER FILED MAP SANITARY I S.C.D.H. ENDORSEMENTS IMPROVED � IMPROVED SANITARY LOCATION AS SHOWN ^ WELL LOCATION UNKNOWN ` J WELL LOCATION OAS N UNKNOWN a SANITARY LOCA LOT 40 p _ -28 Y >< LOT 5 x(85°0120"E_ 189.04' _ - P 7 n IPE \\ \ ` z 2 XX WELL / A \ ! 30\ \ t M-\ 8 a A 3 rn m \�� rn " ICAO rye' 32-, nvm z PRO�SED d \ TT i n co f n 129( I I <�0 y90 / �n — — P2zexUNG FGA ,GEO �60.7o00 oDN d _ PROPOSED WATF,R�W% 1 m�. 'i(7-f SED ON, n \` a; ��11I z sem, 3 11 I mmi a f fa $Q >m GUY WIRE .O UE Z� \ q POL pLpr FROVx FOR'+�'N" unott+c 1 W 100MOPANS1 F 0 :. '. . 1111/i4" ; I FUG S T I � t oon BER GENS, Rf N•(T35 I p WELL PROVO W LL AND SANITARY IM IS T�Eu OVED ALL AND SANITARY TEST HOLE N0.2 ,MPR AS SHO TOPSOIL j LOAM O C.P. _ -2.2' FINE SAND n., -4.6' Mr. a"" ��„„„b,.�® MEDIUM SAND W1 TRACE GRAVEL -17.0' C.P. .,®a��..,. GI?NERAL, NO �S: I. All work shall conform to theso drawings and governing costes Graded Lumber and its Fastenings" as published by the annd Ordinances. National Lumber Manufacturers Association, 2. All electrical work shall conform to the National Electrical Code 19. All workmanship Including nailing,blocking,bridging, etc. and local ordinance. Provide minima of one smoke detector at to conform to the Residential Code of New York State and each floor,plus one In every bedroom. the National Design Specification for Wood Construction of 3. 'I'lne Contractor shall be responsible for chocking nil dimensions the National Forest Products Association. and conditions both existing and proposed, as shown on the 20. Unless noted otherwise, all framing lumber Joists, headers, drawings null verification of the some an the site. Any discrep- ancy, variance or defect shall be Immediately reported to the girders,studs&plates shall be Hem-Fir#1 or Douglas Fir So, Architect and no attempt to resolve the condition except for #2 with the following allowable stress: provisional safety measures,if such are necessary,shall be made Flexure Fb= 1200 psi single .Nave at the Contractor's total responsibility mid expense hlcllld- = 1350 psi repeat. Ing casts of rectification If such Is doomed necessary by the Shea' Fy = 75 psi Architect. 0 21, All lumbo' materials used In the construction shall be good, 4. 1lie Contractor shall protect the building promises find all sound, dry material free from rot, large and loose knots, occupants front the project site. 'Pito Contractor shill) provide shokos,and other Impe•feetionswherebythestrei)gth may he and maintain all necessary coverings, boards, temporary parts- Impaired and of size Indicated on the dritwings. tions and doors as required to protect existing work and finishes to roumin at the Job site,and all areas of the building affected by 22• Provide ledgers, blacking, naflers, and rough opening construction. hardware as required. 5. All footings shall rest on virgin undisturbed soil or rock having 23. Provide 4"0" 1401 post or (2)2"x4" is 1(2)2x6i spiked at a mhdnnun bearing capacity of two tons par square foot. benring points of all double framing members unless other- 1blevations of focitingsshown oil plansare for estimating purposes wise noted. and Shall be adjusted tt required bearing strata as fond upon 24. Provide (3)2"x4" is (3)2x6) spiked fit bearing points of all excavation. Footings shall not be placed ono rock whose surface triple training members unless otherwise noted. slopes more than 10%. Should clay o•wat soils be encountered 25, All beams to be set with natural crown rap, at footing level, footings are to be redesigned. 6. Concrete work shall conform to ACI 318-77. 26. Provide double Joists under nil partitions parallel to Jalsts. 7, Concrete for poured In place construction shall be steno concrete 27• Frame with double headers and trimmers wood openings having mlninnnn 3000 psi ultinmto strength at 28 days. large'than spacing of Joists, S. Bottoms of exterior footings to be carried a minimum of 3'-0" 28. Unless otherwise noted,all door,window and passage opening below finished grade. headers shall be(2)2"x10". 9. Do nut backfill against foundation walls until concrete has 29. Bridging to be provided In all floor spans at intervals not attebted nunxinnnn strength. 0 exceeding 8 feet. Cross bridging to be 1"0", solid wood 10. Where footings are stopped,bottoms to be stopped not more than bridging(Z" thick),or metal bridging(min. 18 gage). Bottom two feet vortical to four feet horizontal. 11. Slabs to boar an 4" porous gravel o•stono 1111. Provide 4 pulp, plyscoends of Pro bridging shall not be n011ct1 until Nita'sahYloors anti polyethylene vapor barrier under slab. Wier rd are laid. 12. If rock is encountered, notify Architect o• Engineer before 30. Whore sheathing Is not plywood, diagonal bracing shall be proceeding. left In fit exterior corners. 13. Provide 14" diameter threaded anchor bolts at 0-0"o.c. max„ 31, Provide mid•heighl blocking at every floor level and in all minhmmn two per plate,t'-0" nnaximnm from cornars,tomnchor bearing partitions and all exterior walls. exteriorsills, Ennbednnent Minimum 7Inches toInto mosonry 32, Install.019aluminum fleshing whereve•woodabuts concrete, or Concrete. (in Seismic Design Categories D. and M anchor fit all crickets and roof & wall Intersections, and other bolts shall also be located within 12 Inches from the ends of locations where standard practice dictates. Caulk exterior each plate section at Interior bearing walls and Interior Joints as required. braced wall lines, Pirate washers a min,2"x2"x3116" thick 33, Contractor to submit a separate mechanical layout to, shall be used on each bolt. Tho maximum anchor bolt heating equipment as required to maintain a temperature of spacing shall be 4' for two-story structures.) not less than 72°F, 'File capability of the heating equipment 14. Reinforcing bars-as required at rock to earth transitions, to maintain such indoor temperature shall be based on tine to be deformed billet steel bars conforming to ASTM-615, average of the recorded annual minimum outside tompe•a- grode 40 welded wire mesh ASTM A-185, tures for the locality. Provide mechanical ventilation In all 15. Brick and concrete mnsonry walls shall conform to4he toilets, "Recommended Practice for Engineered Brick Masonry", 34. Construction is to be In accordance with provaiiing codes and latest edition by Structural Clay Products Institute, standards. �n„"�» �-.u'_ ,,� "Masonry" by National Concrete Masonry Association. 35. Do not scale drawings, di C'r ' b�QIR1y t epo•t tiny 16. Concrete black shall be of following types: discrepancies to the arch) ic tld¢'g1(i)It,C�tr work. ASTM C-90 Grade N-1 36, The architect assumes n ' r fh'g ii}10 yisiou of ASTM C-145 Grade N-1 construction. to ! 17. All moray shall be ASTM C-270 typo S. ';v��at�"yyo-l. h !Na•{ 18. All framing shall be clone In accordance with the latest edition of"National Design Specifications for Stress O...1�I at1�! ip�f�,✓ .�..£. rte -0, Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSofhvare Version 3.5 Release la Data filename: Untitled.rck TITLE: 2 Story COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 05/06/04 DATE OF PLANS: May 7,2004 PROJECT INFORMATION: Project#040507-1 5765 Bergin Avenue Mattituck,NY COMPANY INFORMATION: SPOlyCs� Carl E. Majowka, AIA r PO Box 51 Bellport,NY t 1713-0051 COMPLIANCE: Passes ST ATF OF NES Maximum UA =368 Your Home UA=363 1.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Flat Ceiling or Scissor Truss 850 30.0 0.0 30 Ceiling 2: Cathedral Ceiling(no attic) 288 19.0 0.0 15 Wall 1: Wood Frame, 16'o.c. 2176 13.0 0.0 145 Window 1: Vinyl Frame:Double Pane with Low-E 268 0.350 94 Door I: Solid 56 0.280 16 Door 2: Glass 80 0.330 26 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1120 30.0 0.0 37 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans. specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief,and professional judgment, such plans or specifications are in compliance with this Code. REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release la DATE: 05/06/04 TITLE: 2 Story Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling L Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall I: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: I Windows: [ ] 1. Window I: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ ] I. Door I: Solid, U-factor: 0.280 Comments: [ ] 2. Door 2: Glass, U-factor: 0.330 Comments: Floors: [ ] I. Floor I: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I Air Leakage: [ ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be l)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a OS"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warts-in-winter side of all non-vented framed ceilings,walls,and Floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ' ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: ( ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table I. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table I. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to 1„ Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts I"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any LO 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Joint IeseripoI NW Spacing Rafter to Top Plte (Too-milled), (see Table 3.3A) per rafe Ceiling Joist to Top Plate (Toe-roiled) (ane Table 33A) per joist Calling Joist to Parallel Rafter (Paoaeaild) (sea Table 3.7) each lap Calling Joist Lep over Puddoro (Paco-walled) (res Table 3.7) each lap Coat Tiato Raps (P**nileM (nee Table 3.4) per tie Blocking to Rafter(roeiaild) 2-Ild each end Rim Board to Rafter Olodaalleo . 2.16d each and Top Plate to Top Plate (Face nelld) 2-16d' per foot Top Plow at Intersections (Pemnaild) -- 4.16d joints-each side Stud to Slud (Pac"alled) . 2,16d 24"o.c. Header to Header(Face-nailed) 16d 16"O.C.along dgm Top or Bonom Plate to Stud (Bod-nailed) 2-16d pt 2x4 stud 3-16d per 2x6 stud 4-16d per 2x8 stud Bottum Rete to PloorjoiK Bw4oiK Buqoft orBlocking (Fatei-0afied) 2-16d" par foot Joist to Sill, Top Plan or Older (Tee-wild) 4-gad per joins Bhidgingtololat (Toe-mikd) _ 2-gd each end Blocking an Joist(Too-wild) 2-Ild each and Blocking to Sill"Top Flee(cos-nelled) 3-16d each block ledges Strip to Been(Iraee•mtled) 3-16d each joist Joist on Ledger to Beam(roe urlad) , - 3-Ild per join BandJoiR to Joins Condaded) 3-16d par join Bind Joint to Sill or Top Flats ffee•wiled) 2r16d' per foot Structural Pends gad (sea Table 3.8) Diagonal Dowd Sheatbing 1"x6"t Mg" 24d per support - I"x10"or wide 3-Id pea suppon Gypsum Wallboard 5d coolm 7"edge 110"fhdd Structural Pends gd (see Table 3.9) Fiberboard Pads 7/16" 6d 3'edge/6"fed 25/32" lid 3"edge 16"field Gypsum Wallboard 5d cookers 7"edge/10"field Hudboad 8d (see Table 3.9) Particleboard Panels Bd (see Table 3 9) Diagonal Board Sheathing 1"%6"or 1"x8" 2.9d per support 1"x10'cc wider 3.8d per support Structural Panels 1"orina lid 6"edge/12"field greater tom 1" 10d 6"edge/6"field Diagonal Board Sheathing 1"x6'or 1"xg' 2.8d per support I"x10"orwider 3.8d per suppon 'Nailing requirements are Mad on wall abetting mailed 6"on-canter at the panel edge If well sheathing is nailed 3"on-centar at the pend edge to obtain higher tear opacities,milbg mquirmhmts for structural members shall be doubled,t alternate connectors,such as shot pita, shall be used to maintain the bad path.' ' When wall sheathing is eoutinuowent connected members,the tabulated number of nails shs0 A !AtNesot-16d nNtper foot. MAJ Q Q' AMERICAN WOOD COUNCIL r 1 O s���l OF NEV�r P able 3.3A Rafter/Celiing Joist to Top Plate Lateral and Shear Connection Requirements (Prescriptive Alternative to Table 3.3) Fastest Mile Wind Speed(mph) 90 100 110 120 Rafted Wall Height Numberofgd CommonNall& Ceiling Joist (ft.) (Tomailed)Requited in Each Roger Spacing -and/or Ceiling Joist to Top Plate Connection"' 12 • It•10 3 3 3 3 16 8 3 3 3 3 IO 3 3 3 4 24 8 3 3 4 5 10 3 4 5 5 ' 10d bog mils shall be pemdnd to be substituted for Sd common nails. ' Whence ingjoista an installed pauallal to raftm,the sum of ft toemib in the railer and ceigng jolst&ball equal or exceed the tabulated number of nails required. ' To avold&plittiug,no more then 2 toemib shall be installed in each side ofa rafter err callingjoist when fnmned to a 2x4 top plate or 3 toenails in each side when fastened to a 2x6 top plate. y�C. D AP py/r QUO` yE.MAj OF, 4 O 9 OFNEY1y Q AMERICAN WOODCOUNCIL 'able SA Ridge Tensibn Strap Connection Requirements .nr�aw .a.rw "w Fastest Mile Windtpeed(mph) Fastest Mile Windapeed(mph) 90 100 110 1 120 90 100 110 1 120 Roof Pitch Roof Span(ft) Number of Sd Common Nails in each Required Capacity of Ridge and of 1.114"20 gage Strep p•'•!•' Connection(pif)'•'�•" 3:12 12 2 3 4 4 237 312 394 484 16 3 4 5 6 316 416 525 645 20 4 5 6 7 395 519 657 807 24 4 5 7 8 475 623 788 968 28 5 6 8 554 727 919 1129 32 5 7 - 633 831 1050 1291 36 6 8 - - 712 935 1182 1452 4:12 12 2 2 3 3 189 247 312 382 16 2 3 4 4 252 330 416 510 20 3 4 5 5 315 412 520 637 24 3 4 5 6 378 494 623 765 28 4 5 6 7 441 577 727 892 32 4 6 7 8 504 659 831 1020 36 5 6 8 - 566 742 935 1147 5:12 12 2 2 2 3 145 190 240 295 16 2 2 3 4 193 233 320 393 20 2 3 4 4 241 317 400 491 24 3 3 4 5 289 380 480 589 28 3 4 5 6 338 443 560 688 32 ' 4. 4 5 7 386 507 640 786 36 4 5 6 7 434 570 720 884 6:12 12 2 2 2 3 131 171 216 264 16 2 2 3 3 175 228 287 352 20 2 3 3 4 218 285 359 440 24 3 3 4 5 262 342 431 528 28 3 4 4 5 306 399 503 616 32 3 4 5 6 350 457 575 704 36 4 5 6 T 1 393 514 647 792 7:12- 12:12 12 1 2 2 2 123 160 201 245 16 2 2 3 3 164 213 267 327 20 2 3 - 3 4 205 266 334 409 24 2 3 4 4 246 320 401 490 28 3' 3 4 5 287 373 468 572 32 3 4 5 6 328 426 535 654 36 3 4 5 '6 369 479 602 736 ' Tabulated connection requirements we band on total uplift minus 2/3 of the roof assembly dad load(2/3 x 10 paf). ' When the tabulated number of nailrf required in'ach end of the strap la equal to 1 and the framing Is attached in accordance with Table 3.1, the ridge strap and additional nailing isnot required. I When a collo tie is used in lieu of aaidge strap,thb number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of Sd'nail@ in a steel strap.. ' Tabulated connection requirements we based on a t2"ridge strap spacing,for di fferant ridge strap sp wings,multiply the tabulated values by the appropriate multiplier below.If the number of nails in ach and of each ridge strap exceeds 8,special connection hardware is required. _ " Tabulated length requirements assume a mean roof height of 33 fat. For man luof heights of 15 feet or less,the tabulated D All values shall be permitted to be multiplied by 0.80. � RAA,/ r6` elV� V�• OXY Ridge Strap Spacing(in.) 12 16. 19.2 24. 48. 72 Multiplier 1.00 1:33 . -1.60 2.00 4.00 6,00 AMERICAN FOREST&PAPER ASSOCIATION sr oQ ATF OF Nay 'able 8.7 Rafter/Calling Mat Heel Joint Connection Requirements for 20 p;f Roof love Load Roof Spm(ft.) Roof Span(ft.) 12 20 1 28 36 12 20 28 36 Rafter Rafter .Required Numberof 16d Required Capacity of Heel Joint Slope Spacing Common Nails per Heel Joint Connection Obs)"-" (in.) Splice",." 12 4 6 8 11 320 576 823 1067 3:12 16 .5 8 11 14 426 766 1095 1419 24 7 11 16 21 640 1152 1646 2134 12 3 5 6 8 240 432 617 800 4:12 16 4 6 8 11 319 575 821 1064 24 'S 9 12 16 - 480 864 1234 1600 12 3 4 5 7 192 346 494 640 5:12 16 3 5 7 9 255 460 657 851 24 4 7 10 13 384 692 988 1280 12 3 3 4 5 137 247 353 457 7:12 16 3 4 5 6 182 328 470 608 24 3 5 7 9 274 494 706 914 12 3 3 3 4 107 192 274 356 9:12 16 3 3 4 5 142 255 364 473 24 3 4 6 7 214 384 548 712 12 3 3 3 3 80 144 206 267 12:12 16 3 3 3 4 106 192 274 355 24 3 1 3 4 6 160 1 288 412 1 534 ' Nailing requirements stall be permitted to be reduced 254 if nails as clinched. ' Heel joint connections are not required whm the ridge is supported by a loadbeerirg wall,header"ridge beam. ' When intermediate support of the after is provided by vertical struts at purlins to a loadbenring walk the tabulated hod joint connection requirements shall be permitted to be reduced proportionally to the reduction in span. ' Equivalent nailing patterns are required for oriiing joist w aiiingjoist lap splices. 'Tabulated bed Joint connexion requirements.assume telling joists or rafter ties am located w the bottom of the attic space When will ng Joists or rafter ties we looked higher in the attic specs the tabulated heel joint connection requirements shall be increased by the fdlowing factors: Ceiling Height/Roof Ridge Height Heel Joint Connection Adjustment Factors 5/6 6.00 4/5 5.00 3/4 4.00 2/3 3.00 1/2 2.00 1/3 1.50 1/4 1.33 1/5 1.25 1/6 1.20 1/10 I.11 DA Q�Co`P EJO�rt`�, 1 OF NE`Ji It AMERICAN WOOD,COUNCIL . Table 3.9 Wall Sheathing Attachment Requlrements for Wind Loads Palee0kie Vfind Smad(mph) 90 IOD 110 120 . STRUCMtAL SNEATHM"PANEL SIDING,? E - F I E P E Sheathing Lorioo' Sun Spacing Maximum Nall Spacing for Sd Common Nails ecLa mca "cite mc. 4'Edge Zone 12 6 12 * 6 12 6 f 12 16 6 12 6 12 6 12, 24 6 12 6 121 6 6 Tmerl"Zono 12 6 12 6 12 6 12 16 6 12 6 126 12 24 6 12 6 12 6 12' )3CARD SHEATHING"IAP SIDINO Sheathing Sim Sud Spacing Mlaimum Number of Sd Common Nails Pa'Support ouch".o.a MIS or l:3 Sha 12-24 2 2 2 2 1x10"Ir Shathi I2-24 3 3 3 3 E - Nail spacing a pand edge+On.) P - Nall spacing at intermdire supports in the panel field On.) ' %f wall dzdhing vAINH 4 to of Ou omen,the 4 feu adge nine satedtman mquirmuntsdall be wed. ' Tdtdtted 12 Inch o.e,mil spacing mouses shath6g dtadbd to dud limning manben with 00.49. Por framing members with 0.4253c0.49,the wil spadty dull be reduced to 6 incitm on ' Fbreariarvandaldivagalvarsized box nils ehdi bapenatted to be substituted forotmmon nails. �,jkED ARCAdo ti� T U n J c TqT�OF NE`N Q AMERICAN WOOD OOUNCL . r� J��u��- Master Bedroom Ridge Beam nM,�erialN b 0Z OU27 2 PCs of 1 3/4" x 16" 1.9E Microllam® LVL User 51612004 11 54 02 PM Pagel Engine Version 1163 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope0M2 2❑ � 19•$.. i All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7'6" Primary Load Group-Snow(psf): 30.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total . 1 Stud wall 3.50" 3.50" 2213/1258/0/3471 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 2213/1258/0/3471 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s): Lt: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3412 -2897 12236 Passed(24%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 16491 16491 35781 Passed(46%) MID Span 1 under Snow loading Live Load Defl(in) 0.334 0.644 Passed(U694) MID Span 1 under Snow loading Total Load Dell(in) 0.525 0.967 Passed(1442) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ED Aq ..�F? ccii AJO� O k PROJECT INFORMATION: OPERATOR INFORMATION. Project#040507-1 Carl MajowkaTSQF. mFY9� Majowka&Schlarman,Architects Two Story PO Box 51 5765 Bergin Ave Bellport, NY 11713-0051 Mattituck, NY Phone:631 286-6224 Fax :631286-6687 cmajowka@suffolk.lib.ny.us CCF,agnr �_ i r; + 1 �J< .1s wa,=rr.causer 'e sc re: azrtarr or ir,._ ��ar•r : Fr.-.q[sm F11xs.Trus i,.._['TJ-Fesni d[t F.Les`N�a.o/.e+=-r n.IGl12-1-:.sm+ $� J— /WA! Master Bedroom Ridge Beam TJ-Beam(TM)6.10 Senel Number ]00200342]7 '""¢' t 2 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL User 2 0411 5403 Engine Version i 100 3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engin CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 19' 3.00" Max. Vertical Reaction Total (lbs) 3471 3471 Max. Vertical Reaction Live (lbsl 2^-13 2213 Required Bearing Length in 2.33(W) 2.33(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 1050 -1050 Max Shear (lb_=) 1237 -1237 Member Reaction (lbs) 1237 1237 Support Reaction (lbs) 1258 1259 Moment (Ft-Lbs) 5579 Loading on all spans, LDF = 1.15 1.0 Dead * 1.0 Floor + 1.0 Snow Design Shear (lbs) 2897 -2697 Max Shear (lbs) 3412 -3412 . Member Reaction (lbs) 3412 3412 Support Reaction (lbs) 3471 3471 Moment (Ft-Lbs) 16451 Live Deflection (in, 0.334 Total Deflection (in) 0.525 ED ARC <� E' MA,/C) i F k r PROJECT INFORMATION. OPERATOR INFORMATION: \;�F NE � Project#040507-1 Carl Majowka - Majowka&Schlannan,Architects Two Story PO Box 51 5765 Bergin Ave Bellport, NY 11713-0051 Mattituck, NY Phone:631 286-6224 Fax :631 286-6687 cmajowka@suffolk.lib.ny.us CC F;agnt - - crus J = e we,e[haeas er 2es.r.=_= M tc al lem v a c3 =[e[av [r etlem3 rv, :f ir..: 1:11. =:\Fm�ram F,les '.ns Jot_[ iJ-6eam S.e F.L[s Nartor vi e:,a c:[',• G�J�li-1-isms Basement Girder $ TJ-aeaLn(TM�enal�moer 700200342` 3 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL User.2 Pagel N°e°versim11 ;'.103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b y.2' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 15' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliff/Total . 1 Stud wall 3.50" 3.50" 2750/888 10/3638 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 2750/888/0/3638 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3506 -2778 9476 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7742 7742 17662 Passed(44%) MID Span 1 under Floor loading Live Load Defl(in) 0.130 0.294 Passed(/818) MID Span 1 under Floor loading Total Load Defl(in) 0.171 0.442 Passed(/618) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. SPEDA C o, tt PROJECT INFORMATION: OPERATOR INFORMATION: Project#040507-1 Carl Majowka Majowka&Schlarman,Architects Two Story PO Box 51 5765 Bergin Ave Bellport, NY 11713-0051 Mattituck, NY Phone:631 286-6224 Fax :631 286-6687 cmajowka@suffolk.lib.ny.us c..y nanr c� rre' +-_ - awe;arr,ae�ser 'e ,xs_ c r=� C[i]Pme[V_ :[ Lr, .I—�[ r ]: Pr—gem F,is ire, Jam., r.l-?,am Sce Fite-- xartare:�w,,ry o4osr-1.=_m_ "r0 4W,u , f Basement Girder TJ-Beam(T ))'6_H SenalNu'mbew7W2 x3427 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User 2 516/200411 5521 PM Paget Engine Verson 1 10 3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8' 10.00•• Max. Vertical Reaction Total 1los) 2Fi39 3638 Max. Vertical Reaction Live (lbs) 2750 2750 Required Rearing Length in 1.63(W) 1.63(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF - 0.90 , 1.0 Dead Design Shear (lbs) 679 -678 Max. Shear (lbs) 856 -856 Member Reaction (lbs) 850' 956 Support Reaction (lbs) 868 888 Moment (Ft-Lbs) 1890 Loading on all spans, LDF = 1.00 1.0 Dead t 1.0 Floor Design Shear (lbs) 2778 -2779 Max Shear (lbs) 3506 -3506 Member Reaction (lbs) 3506 3506 Support Reaction (lbsl 3638 3636 Moment (Ft-Lbs) 7742 Live Deflection (in) 0.130 Total Deflection (in) 0.171 ✓�F1ED ARCy/r PROJECT INFORMATION: OPERATOR INFORMATION: �_o p• / Project#040507-1 Carl Majowka r.0 C-t.iJF":' Majowka&Schlarman,Architects Two Story PO Box 51 5765 Bergin Ave Bellport, NY 11713-0051 Mattituck, NY Phone:631 286-6224 Fax :631 286-6687 cmajowka@suffo1k.1ib.ny.us o:r:ra inc J e; [ _ ac rsc, a we,ernaeue-r es.ne se H.::milam- a a re,51—ra [rsaeme n: .( hue J...c r. F ro 3[am Fjre_ Im3 lot_C.,J-EeAM J_G Flea n�[ca .evlgCo[y 'i 90:i'-1.=ms J �44%7j Garage Door Header TJ-Beam(TM)610 Serial Nu berh 700200342] 2 PCs of 13/4" x 14" 1.9E Microllam® LVL User.2 W2004 12 04 52 AM Pagel Engine Vemi4n:1103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope7M2 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 12' Primary Load Group-Snow(psf):50.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UplifUrotal . 1 Stud wall 3.50" 4.58" 4975/1840/0/6815 L1: Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 4.58" 4975/1840/0/6815 L1: Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 6678 -5616 10707 Passed(52%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 27130 27130 27897 Passed(97%) MID Span 1 under Snow loading Live Load Defl(in) 0.668 0.813 Passed(U292) MID Span 1 under Snow loading Total Load Dail(in) 0.915 1.083 Passed(U213) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U780). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. �FPED ARCH Yi j� � PS �`�• D� PROJECT INFORMATION: OPERATOR INFORMATION6' . S Project#040507-1 Carl Majowka .:..�._-y. Majowka&Schlarman,Architects GF [ Two Story PO Box 51 5765 Bergin Ave Bellport, NY 11713-0051 Mattituck, NY Phone:631 286-6224 Fax :631286-6687 cmajowka@suffolk.lib.ny.us <<oaenorv ;e n,; J:, ,. :LL /�//)�/I�r�j/1 Garage Door Header C.1 � VTK- rN.. n kr TJ-Beam(TM)610 Serial Nrrm6er.7002003427 2 Pcs of 1 3/4 x 14 1.9E Microllam® LVL War'2 5U20041204'52 AM Paget ElgineVers,on110.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 3.00" ' Max. Vertical Reaction Total (lbs) 6815 6815 Max. Vertical Reaction Live (lbs) 4975 4975 Required Bearing Length in 4.58(w) 4.58 (w) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.50 , 1.0 Dead Design Shear (lbs) 1516 -1516 Max Shear (Lbs) 1803 -1803 Member Reaction (lbs) 1803 1803 Support Reaction (lbs) 1840 1840 Moment (Ft-Lbs) 7325 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 5610' -56616 Max Shear (lbs, 66678 -6678 Member Reaction (lbs) 6678 6678 Support Reaction (lbs) 6815 6815 Moment (Ft-Lbs) 27130 Live Deflection (in) 0.668 Total Deflection (in) 0.515 U 9 PROJECT INFORMATION: OPERATOR INFORMATION: Project#040507-1 Carl Majowka Majowka&Schlannan,Architects Two Story PO Box 51 5765 Bergin Ave Bellport, NY 11713-0051 Mattituck, NY Phone:631 286-6224 Fax :631286-6687 cmajowka@suffo1k.1ib.ny.us _ ti T-- I_ a We(2[n4 Pl.se[ Bu.ir�s Hrc adt�m 1. rry u[e retl rraaemi[k o[ T-- S:1_c. TYPICAL HIGH WIND CONNECTIONS 1: ROOF SHEATHING FASTENED (REF. ROOF PLAN) T E_ T IO WA S •H10 *MTS12 / 3: SHEATHI iG- ED ARC •r :'TOP PLA MA �' 4�j `Pi....' III I III i 4: SHEATHING TO 5' WINDOW HEADR IPI ' WINDOW HEADER TO EXTERIOR WALL ("LSTA21) 7: FLOOR FRAMING TO SUPPORT BEAM-/ *MTS121*LTS12) 8: WALL TO FLOOR FRAMING (.HT722) ■ L ® : ■ MTSI2 LFTA CS16 • ' 8: FLOOR SUPPORT BEAM • TO FOUNDATION (•PS720) S MSTA36 =�;^ A35F MTS16 '��: ' A35F LTF4 -;:F r.. SIMPSON STRONG TIE SIMPSON STRONG-TI STUD FLOOR-TO-FLOOR CONNECTIONC T RI�MJOIST TO FOUNDATION TO [ 1 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL G�Sje¢EIDA,4 h0 LENGTH OF BRACED MAX OPENING HEIGHT NEXT WALL PANEL TO THE BRACED WALL PANEL 8' WALL 9' WALL 10' WALL (x of wa HEIGHT) 48 54 60 _ 100% 32 1 36 40 85% sT "� 24 27 30 65% �> OF '14 .1'� PLYWOOD OPENINGS BRACED WALL PANEL DETAILS PROTECTION TO OOD-FRAMED BUILDINGS 16d NAIL 24" O.C. WOOD SCREWS W/ ADEQUATE EMBEDMENT IN FRAMING OR ANCHORS THAT (A NAIL E 6" Q.C. PROVIDE SUFFICIENT (ALL PANEL EDGES) 8d NAIL ® 12" O.C. ON ALL RESISTANCE TO PULLOUT FRAMING MEMBERS NOT AT PANEL EDGES (A) OUTSIDE CORNER DETAIL WASHER FRAMING TYPICAL 16d NAIL AT 24" O.C. T8dNAIL ® 6" O.C.ON ALL FRAMING GLASS BERS AT PANEL EDGES AND 12" O.C. ALL FRAMING MEMBERS NOT AT PANEL LASTIC COATED EDGES PERMANENT WOOD SCREWS (B) INSIDE CORNER DETAIL R GLASS WASHER TYPICAL FRAMING WOOD SCREWS W/ ADEQUATE EMBEDMENT IN FRAMING OR ANCHORS THAT PROVIDE SUFFICIENT RESISTANCE TO PULLOUT DESIGN LOADS SNOW: 45 oaf 1st FLOOR: 40 pet—LIVE LOAD WIND: 120 MPH 20 pet—DEAD LOAD 2nd. FLOOR: 40 pcf—LIVE LOAD 20 pcf—DEAD LOAD RQOF: 45 sf—LIVE LOAD DESIGN CRITERIA RAFTERS 16'O.C. I STORY RESIDENCE— EACH WAU HEIGHT til' RAFTERS SPAN 14! ED Al? MEM ME LIE101 19' �,�� \ E'M�0[yrFo LUMBER SPECIES & GRADE f. SPECIES I GRADE l ROOF RAFTERS DOUG FIR STRUCTURAL l_ JOISTS PREFAB. ENGINEERED S ��- ROOF RAFTERS DOUG FIR STRUCTURAL T•9TF �` �y SHEATHING: COX OF IN CONSTRUCTION NOTES: ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING CODE FOR HIGH WIND EXPOSURE IN WIND BORNE DEBRIS REGIONS. ALL WORK WILL FOLLOW TYPICAL CONSTRUCTION DETAILS AND CONNECTIONS PROVIDED IN CONNECTION POINTS 1 THROUGH B. ALL CONNECTION TYPES AND FASTENERS FOR THOSE CONNECTIONS SHALL BE SIMPSON STRONG—TIE CO., INC., AND CONFORM TO THE MANUFACTURERS FASTENING SCHEDULE AND SPECIFICATIONS. (UNLESS OTHERWISE NOTED ON D RAWI NGS)..(SIMPSON STRONG—TIE CO., INC., CONNECTION INDICATED BY *) 1: ALL ROOF SHEATHING SHALL BE FASTENED IN ACCORDANCE WITH THE ROOF PLAN DIAGRAM PROVIDED. ALL NAILS SHALL BE 8d COMMON NAIL OR APPROVED EQUAL 2: ALL ROOF MEMBERS SHALL BE FASTENED TO THE EXTERIOR WALLS WITH THE APPROPRIATE HOLD DOWN CLIPS SPECIFIED (•) AND SECURED WITH ANNULAR NAILS AS PER MANUFACTURERS SPECIFICATIONS. 3: ALL EXTERIOR WALL SHEATHING SHALL BE FASTENED TO THE TOP PLATE WITH 8d COMMON NAIL ® 6" O.C. 4: ALL EXTERIOR WALL SHEATHING SHALL BE FASTENED TO • BOTTOM OF EACH WINDOW HEADER AND WALL STUD WITH 8d COMMON NAILS 0 6" O.C. •S: ALL WINDOW HEADERS SHALL BE CONNECTED, WITH THE APPROPRIATE METAL STRAP SPECIFIED (*), TO THE WALL STUD. 6: WALL TO FLOOR FRAMING HOLD DOWN ANCHORS SHALL TYPICALLY BE PLACED AT THE END STUD OF EVERY OPENING • AND AT EVERY CORNER END STUD. FOLLOW MANUFACTURER • SPECIFICATIONS FOR CORRECT ATTACHMENT TO FOUNDATION AND WALL TO FLOOR FRAMING. 7: ALL FLOOR FRAMING SHALL BE CONNECTED TYPICALLY WITH THE SPECIFIED (*) TIE. 8: ALL FLOOR SUPPORT BEAMS SHALL BE BOLTED TO THE FOUNDATION AND FLOOR SUPPORT BEAM W/ BOLTS SPECIFIED BY THE MANUFACTURER. Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/08/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 3335 Total Paid: $10.00 Name: Harborview, Homes 278 Jamaica Ave. Medford, NY 11763 Clerk ID: JOYCEW Intemal ID:95554 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: d (.Jj /04 APPLICANT. ; DATE SUBMITTED: /$ /04 SCTM# DISTRICT: 1,000, SECTION: //5 o? , LOT: / SUBDIVISION: gal-011, ADDRESS: S'�GS !Q, CITY: A -� ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZE TS FROM JAN.1997 100-2.. erger.(A nonconforming at anytime after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. 4;2-ACT. ACT. LOT COV. REQ. FRONT o PROP. FRONT •/ REQ SIDE /,t SIDE -� REQ. REAR J-6 PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: .� ESTIMATED PROJECT COST: CHITE /ENGINEER: WATER FRONT? —DESCRII'TION: PANEL # 4'?? FLOOD ZONE: AP ALS REQUIRED 1 SUFFOLK COUNTY HEAJTRJDEPVY or NO, (BED #): DTE: 9 7/ PERMIT#:/2f'ay'0O62 TOWN SEPTIC RECEIP N NEW YORK STATE DE RE-DEC 9/1/75 YES w4M DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES PTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES o J DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STAT COD nP�LIANCE (SEE PAGE 2): YES or NO NOTES: (pin V LV 147 a 2 t FEE STRUCTURE:E2 1 5. SF07 G f �?/ S OR: a ag SF 112-o 5 ND FLOOR: j 7 J SF THER: SF INIT OTHER TOTAL TOTAL: 4000 SF FEE FEE FEE 1. ( Dov SF)- SF)=57j5D SFX _$ +$ I +$ _$ 9S_ 2. ( SF)- (_ SF)= SFX $ =$ +$ +$ _ $ 3. ( SF)- ( _SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ l : 1 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE*D- Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANI .DOOR SCHEDULE: MISSLP,,'IST REQUIREMENTS: Y/N ll EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)