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HomeMy WebLinkAbout37773-ZTown of Southold Auuex P.O. Box 1179 54375 Main Road Southold, New York 11971 9/6/2013 CERTIFICATE OF OCCUPANCY No: 36493 Date: THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 65 ROSEWOOD DRNE MATTITUCK, SCTM #: 473889 Sec/Block/I,ot: 113.-2-15 9/6/2013 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/22/2010 pursuant to which Building Permit No. 37773 dated 1 /25/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and addition, includin¢ covered entry. to an existing one family dwellin¢ as applied for. The certificate is issued to EMMANUEL & PARASKEVI MANTZOUR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 10582 3/16/12 PLUMBERS CERTIFICATION DATED 9/6/13 Emmanuel Mantzoura i __ Autho ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37773 Date: 1/25/2013 Permission is hereby granted to: EMMANUEL & PA_R_A 96 SHERIDAN DRIVE WILLISTON PARK, NY 11596-2312 To: ADDITION ri ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 35727 At premises located at: 65 ROSEWOOD DRIVE MATTITUCK SCTM # 473889 Sec/Block/Lot # 113.-2-15 Pursuant to application dated To expire on 7/23/2014. Fees: 7/22/2010 and approved by the Building Inspector. MANTZOURANIS PERMIT RENEWAL $228.40 Total: $228.40 Building Inspector 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. 35727 Z Date JULY 22, 2010 Permission is hereby granted to: EMMANUEL & PARASKEVI MANTZOURA 96 SHERIDEN AVENUE WILLISTON PARK,NY 11596 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 34047 at premises located at 65 ROSEWOOD DR MATTITUCK County Tax Map No. 473889 Section 113 Block 0002 Lot No. 015 pursuant to application dated JULY 22, 2010 and approved by the Building Inspector to expire on JANUARY 22, 2012. Fee $ 456.80 a~~ N`' ~~ C~-~ Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. ~ ~~~~ /7 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34047 Z Date JULY 9, 2008 Permission is hereby granted to: E MANTZOURANIS 65 ROSEWOOD DR MATTITUCK,NY 11952 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS AP at premises located at 65 ROSEWOOD DR MATTITUCK County Tax Map No. 473889 Section 113 Block 0002 Lot No. 015 pursuant to application dated JUNE 13, 2008 and approved by the Building Inspector to expire on JANUARY 9, 2010. Fee $ 456.80 / Lf~ -r, Authorized Signature COPY Rev. 5/8/02 f form No. 6 TOWN OFSOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 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: I . Final survey of property with accurate locatioh 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 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from: architect or engineer responsible for the building. 6. Submit'Planning Bbard Approval of completed site plan requirements. B. For existing buildings (prior[o April 9, 1957)'non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey ofproperty 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 ofOccupancy -New dwelling $50.00, Additions [o dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate ofOccupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $ 15.00, Commercial $ 15.00 Date. ~~ /2Q/3 New Construction: Old or Preexisting Building: ~ (check one) Locationo£Property: (~ /?OSG-(J>C7OV llIL• ~~~TUC~L House No. tiamtet Owner or Owners of Property: ENKKNU~.. HA~u7Z©U1~FtNls ~fI1ZASILEVI /~1d11J("ZC~RA~lf15 Suffolk County Tax Map No 1000, Section 1`3 "Block 0002, Lot' O h !~73~'89- "Subdivision~~~~_''~ ~'PMn..nD>! Filed Map. Lot: Permit No. ~ Z Date of Permit.')- `~- .'1,00c~Applicant: &NMfiNiIEL l~(ffN7Zl.~V)?RN is Health Dept. Approval: Underwriters Approval: Planning Board_Approval: Request for: Temporary Certificate Final Certificate: ~ (check one) Fee Submitted: $ ~~ ~' Applicant Signa[ur 2~-~~ SIiFFOIK BURFAUe~ e_F,~rrc ~..,,. Ira,NLr ior, 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 Fax: 631 980 6455 E-Mail: SBEIGS~gmaN.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Mr Mantzouranis Certificate No.: 10582 Rough In Inspection Date: lul O5, 2009 Final Inspection Date: Mar 16, 2012 Application No.: 10582 Building Permit No.: 340472 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Mr Mantzouranis Site Location: 65 Rosewood Drive, Mattituek, NY 11952 Owner's Address (if different): ~ Residential n Indoor ^ Commercial ~{ Outdoor ^ New n Renovation ^ Addition ^ Survey Single Phase Heat Three Phase ~ IiM Waler Main Panel _. _. AC CpM Sdb Panel t-0ba AC Bower Tnutsfom,er AppNaflCeS _. _. Disconnect __ __. Switches 3D GFCI Breaker _ _-_ _.... Hit Pomp _ Otlier Equipment: 1st Boor additbn and detached pelage ^ Basement ^ Service First Floor ^ Pool ^ Seoond Floor ^ Attic Other: INVE Duplex Recp0. n .. GFCI Recpt e Single Recpl Range Recpt Dryer Rep# t~0s Twist lock .. ElecMC Heat NTORY ~_.___ Ceilkp Fixture t ^__ _ _.. ~ Fbdure ~. Recmae0 FTxWre 30 Fburescanl -- Exit Fixures _. _._._ Pod LUminaire _. ^ Shed ^ Hottub ~ Garage HID Fixtures __-_._.. Smoke 2 CA Deled t ____. __.. _._ Smoke CO Combo Tana Clock- .^. ___ Pumps Exhaust Fan t The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electNcal code requirements and this office. Applicant: Mr Mantzouranis.., Inspected By: Roger R{chort Signature: ^_L~ri License No.: Date Of Certificate: Jan 07 , 2013 Town Hall Annex 54375 Main Road P.O. Box t 179 Southold New York (1971-0959 ,~ QF SO(/Tyoyy~ ~#~~ BUILDBVG bBPARTMENT TOWN OF SOUTHOLD CERTIFICATION Telephone (G3I)-7b5-1802 Fax (631)765-9502 Date: 3 Building Permit No. __ / / ~~ ~3 f Owner:C~1M/INUL-Z M/`>Ni20c~1zRNlS (Please print) Plumber: ~~°L~ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1 lead. Swom to before me this ~-~'~'1 day of 20 ~ 3 ~~~ ~~~~ Notary Public,~Count +~ONNIE D. BUNCH y nlatari+ Public, State of New York No.016U5185050 rn~ahfied do Suffolk County ^c,r~~^~e ~:,;c,°~ `rs~ires App it 14, ?_0~ (p 3~o'~7z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION FRAMING STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRUCTION [ ] FlRE RESISTANT PENETRATION REMARKS: ~ t ~~ DATE (O _ ~ - ~ ( INSPECTOR '' ~ " ~ <~ 3'~~~~z TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE 8~ CNIMNEY [ ]ROUGH PLBG. [INSULATION [ ]FINAL [ ] FlRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION Q~uworc. 7-/3- ° DATE / INSPECTOR 3s7a7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [FOUNDATION 1ST /[ ]`FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ] FIREPLACE A CHIMNEY [ ]FlRE RESISTANT CONSTRUCT REMARKS. [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FlRE RESISTANT PENETRATi01 DATE ~~ ~3 ~/ D INSPECTOR ~~~ TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ] FOU DATION i ST [ ] ROUGN PLBG. [ ] F UNDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CNIMNEY [ ]FIRE SAFETY INSPECTION [ ] FiIE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATi01 DATE v 1~ ~~\ ~ ~ INSPECTOR 3s7~~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING ~ FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESBTANT CONS7RIlCT~10~N~, n[ ] F,W,,EJ~R~ESISTANT PQIE7MTi0N REMARKS: ~"`~"~ `~"'~`~~ J C .. l / ~~ ©~ v~ (-~- / - , ~7~ DATE (/ /~ ~~ INSPECTOR ~%i~ 3s~~-7 TOWN OF SOUTNOLD BUILDING DEPT. 765•i 802 INSPECTION [ ]FOUNDATION iST [ ]FOUNDATION 2ND [ ] G /STRAPPING [ FIREPLACE A CHIMNEY [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FiK RESISTNii COIISTR [ ]FIRE RESISTANT PENE7RA~ION i ,~_ REMARKS: DATE ~ r INSPECTOR ~3s ~1~.~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOU ATION 1ST [ ]ROUGH PLBG. [ ] F NDATION 2ND [ ]INSULATION ( FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION DATE ~ INSPECTOR `~ ~ ~ ~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ]ROUGH PLBG. S'j ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMI /STRAPPING ]FINAL [ ] FIREPLAC [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) ~ ", / REMARKS: DATE / ~ ~~ ~ ~ ~ ~ INSPECTOR 37~~~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INS TION [ ]FRAMING /STRAPPING [ INAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (RO H) [ ]ELECTRICAL (FINAL) REMARKS: ~~ ~•~ ~- L~, DATE ~ i INSPECTOR `v ~~ ~ CHARLES M. THOMAS ~.r~y 206 LINCOLN STREET '~~ RIVERHEAD, NY 1 1901 WORK (63 1 J 727-7993 FAX (63 1 J 727-8033 March 16, 2011 CertiJieation Letter fo~~n of SoutholJ Building Department l~o~~n 11x11 Southold. NY I ! 971 RE: Behr Residence 10-41 ~ Oregon Road, Cutchogue Dear Southold Building Dept.. This letter shall sritir to cerlily that 1 have inspected the above referenced construction, and f have found that the ibllowing has been provided and installed in conformance with the most recent Building Code of NYS: • The framing & strapping • Rough plumbing (All "Yex" water supply piping, no solder joints) • Insulation • Poured concrete footings for decks. ['lease feel free to call us with ST Very truly yours.. ~~ Vic, Charles M l~homas ^~ "G~y ~ y ~~ Yoa~%* ~~ L~ Q MAR Z g ..~ , D ei nc rown~ nF ~~ !'nl\iTTRCTiTC n ~ FIELD INS ECTIONREPOR'I' ~ UA1'I I w,,,,~„„~.v ro G... © I L ~~ ~ I - ~ FOUNDATION (1ST) ~ ~ ~ ~~ ~ -/ ,. a w ------------'-------------- FOUNA~-ZION (2ND) --- ~- --- ---~- - ~--- ~ - ~- - ~~ __ - ~ O I - ~ © yi ~ ` ROUG$ FRAMING & PLL7MBTNG ~ ro ~ Q -_1- _- _ -- --- _ ~ INSULATION PER N. Y. ~ 1 ~ '~ y STATE F~,NERGY CODE - _ O _ _ O , ~ /. ~ ~ HIN A I. ° ~ -'" 03 ~ ,~ ADDITIOP'A.L CONI-2ENTS I ~ _~_ _ -F-- N C~ ~ -- Z ~ m ~ ~' ~~. `1 1 - ~ - ~ - ~. .~ o ._ --__ ~ \ ,~.+ - -._-__ _- _-__.-. "N d '~, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL'=. ~ ~ •' ' ~ ~`• SOUTHOLD, NY 11971 TEL: (631) 765-I~02 FAX: (,631) 765-9502 SoutholdTown.NorthFork.net Examined,20~ Approved ,20 ~~ Disapproved a/c Expiration. ~ ~ , 20~ ~• ~- ~' . ~ _~, I-3 ' ., 1 l _ . ~.._._~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? PERMIT NO. 3 0 Board of Health ~se[s of Building Plans Planning Board approval Survey Check ~O o Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: Mail [o: Building Inspector Phone: ,. APPLICATION FOR B[IILDING PERMIT :~ . ~, ~_ Date , 20 ~ ~ INSTRUCTIONS a. This application MUST be`completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this applicatidn•may: Aofbe co¢trmenced 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 peen enacied iu [nc interim, ttie Building Inspector ;nay authorize, in writing, the exteasion 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 constmction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~~(%IO~~" :'~ (Signature of applicant or name, if a corporation) address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (~ Name of ownerofpremises Cl4/"t~/y(7 r(Z, ~f}~1~S~~rVY MAJll~7'7.Ol~J~/~115 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. .~~ Plumbers License No. Electricians License No. Other Trade's License N 1. Location of land on which proposed work will be done: House Number G'~ Street Q5'EAI~V () ~ (TTU Hamlet County Tax Map No. 1000 Subdivision (Name) Section .J J 3. t~D « Block ~ Q 2 + D ~- Filed Map No. D/~ .OD Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ ~~L,~ S~ /L:~~I~_~ b. Intended use and occupancy Nature of work (check which applicable): New Building - Addition- ~! -Alteration ~"'~ -T Repair Removal Demolition Other Work _ _ __ _ ` _ (Description) 4. Estimated Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units~Number of dwelling units on each floor~_~~ If garage, number of cars /Ji 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~ o• 7. Dimensions of existin~ structures, if any: Front~J' ~O Rear 5 ~ Depth O Height ~ =tP t '~" Number of Stories / - ST~1 ~ I~.QTI-1 ~ Dimensions of same structure with alterations,or additions: Front SCP ~_ sfp Height I7^~ = Number of Stories /- 5~__ 8. Dimensions of entire new construction: Front - Rear ~l/i ~ ~ ~l Depth (~ f __ Height ~7t'CP a .r Number of Stories 1 S?a-sf 9. Size of lot: Front ~~_ ~`t~ / Rear ~- gZ~ Depth ~.~~t / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~: ~I DI=u~\TI ~L- / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES `ENO Will excess fill be removed from premises? YES_ NO -~ 14. Names of Owner of n_ remises C. N~ ~I.NZZf.'U~A/Jf AAddress Phone No. 516- Z 4$ •- `x/82 Name of Architect Address Phone No _ p Name of Contractor D c ~ - 7Ky Iw~€ddress Phone No. > !G X41 - oc'zl . 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO '~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO `~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF $$r7(/ ~m/rIANU~ ` ~,/~N TZOII~r/ tfll S being duly sworn, deposes and says that (s)he is the applicant (Name of individual sigmng contract) above named, ~(S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this is ~ day of 20 88 ~ Ct' OZUI.B!'`J Notary lic Notary PB blFli c Stete~Of NewYbrlt Signature o Applicant Commission Expires July 26, - • ~ ~ • • TOWN OF SOUTHOLD PROPERTY /Dog-~/3-a-~.~- CARD - ~ ~! ~ ~~ OWNER STREET ~ VILLAGE DIST. SUB. LOT ~mmt~nu2,[ ~ aras kev~ ~ ~ _ FORMER OWNE ~ N E ACR. i (J #~jSC._ ~G _ 12'j ~.e_,ki' lYIA.Y~Z~ ~f r, ~ ~'v`~ ro l P ~ S W _ TYPE OF BUILDING ~-_ RES. J 2 SoEAS. VL. FARM --- _ -- - _ COMM. CB. MICS. Mkt. Volue LAND IMP. TOTAL DATE REMARKS --- -_ ~.. _ V V ~, C .. r ~ . ,~ 1 __. ~ '.~ ! l ~: ;_ ~ /... of ®~ g©o 200 dlioo 300 X900 26 f$ 2 2z t l 3 ~?- L ! 181( 7 -~Co ra -{-c~ MaYf~ , ".1~- ~f5~.k~o "~97-~1~''~{a -Coh~~ OrG~~~n ,,1~„ `, ::~~~~r., ~ w~~~>z~=~~`_ Y~OIo-~la~(ac~Dl87-G'tIG1/ol/~u1~-`:? r71~"*`zaur<an,~~'%~'•-~yao ace ~ - - - - - AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillobte FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meedowlond DEPTH House Plot ~ '( ~ -75~ 2 BULKHEAD Total ~ DOCK ,~• ' - -r' '~' F +~ ,....~~ ' i. -, u: COLOR - "T A.a~QE TRIM C9,QeerS _ I i ~ i ~ ~ ~ i ' I ~ -- I i i I ~ ~ ; ~ 6 _ i I I b ~ A ~ ~ ~ ~ , i I ~ , ~ p I j g 2~ i ~ ~ - 1 I I i . . - . . - i ~ ~ ~ i _ .--, _ ~ 25 . --,.,.._ M. Bldg. I ~~ X~ ~ 3 37 18 L I ; i I I Extension I I ~ I Extension I I i I- . I , i i it - Extension yeclL Q~(2o= IloO ,2S .['a Foundation ~ P ~ Bath ~ ~ Dinette _. Porch ~I X ~~i = .~Z ~-lrj 3(p ' Basement Floors K. ~~ Porch ~ Ext. Walls vrva Ct.Ap I Interior Finish ~ ~ LR. Breezeway ! Fire Place .~~-S Heat i DR. ~ Garage ; \~ X23 = x.53 , ~ ZE 3 ~ ~ Type Roof Rooms lst Floor ~ BR. ~ 3 Patio i ,Recreation Room Rooms 2nd Floor ' FIN. B i O ~ ~9/ ~ ~ i O Dormer Driveway ~ Totol I I \ , ~ i i ~ [~ ~ `t 6S. ~a ipf ~`av.~+ 1~s~t ~~, y( .- e. - ~ ?.23 `~ ~~ l ~~ ~ G la/~~-' ~ I' C ~'/~!T ~ -~i-/% ~~~,~1i~~~zs ~ ~,~V h~~ ~-C it I r G +'t 5 ~~~ -~z~ 3~~vti~~ 3 y ~ ~ `~ z ~~~ f /_,. !J'il'~~~ 7~'^ -~ -~~ ~~~~ ~~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 ~~~OF SOUI l~ ~ ~~ o~yCOU~,N BUILDING DEPARTMENT TOWN OF SOUTHOLD September 4, 2013 Emmanuel & Paraskevi Mantzouranis 65 Rosewood Dr Mattituck, NY 11952 TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631)765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ~,~Ele~ctrical Underwriters Certificate. (contact your electrician) //~`~fee of $50.00. ~ ~nal Health Department Approval. Plumbers Solder Certificate. (All permits involving pmmtdng after avsa) Trustees Certificate of Compliance. (Town Trustees # ass-~ss2) Final Planning Board Approval. (Planning # ass-~s38) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37773 -Addition/Alterations i..n_,. no cesaPoe/, / weI/s w,ef,~ iso• „~ ROSEWOOD OR/•VE I n~ I~GBP' ~ ,~ Ind ~^~ (le.,/ N ~ ij Old' f _ _ ~~ OIWd,.;n1 .~ ~~~ g ,~,,,,,,~ 6 W ~~~ ~~~ ~~ ~~ Lor Qa z LLOT Q ~ f ~ H~ ~ S 83'0920 W. rata~f .s~a~f Lor Q LOT Q T/re /OCO/IOnd Ol MIA Y1d a15JPaa/J shorn Aorpn ao hwn RNd obmva9rne and or horn ab/a o0fadrd barn oMri. Qa~K/~~~iF RE ~E- AAK~p6rpA 7~[ RA 17RA~ ~7I/R A~n.NEM." CYY'~L~~ axc~ac aru r anavL wsrAOp~iamY pr AYpA~iL ~ ~ m~Yrr ~T%~~~ N,~~,AM n, ~~ P~ ~~?~~f gym, ~ ~,~~` {n 0 ~ ~~ z ~~ m n ^ Pa ~ u y 1 $Aa tds ~. rs9.a' ~ m AA~~~7 0~ AREA . ?0,470 s¢fL ("/ I aer /aq/7r /AYa M STAADARAS FOR APPROVAL AND COWSTRUCTKW OF SLBS(.RFACE SEIGIGE AtSr'OS~L SYSTFJIS FNf SMS[.E FAKY R£SDENCES «~a~ w.~. ~a,ww...l ran+ ew.r « « w N CERTA'FD Tp r~or>oraE c. LuRrz .~ Fq~ELITY NATIONAL f7TLE pJSL7tANCE ~ COAPANY OF AEW YORK Y a p e F O 4 v. N S suavEr of £ LOT 4 'Yt0.4EW000 ESTATES" Ai Af LAI ~1 fY WO 1Y1 1[OAA i na » u o yF ~ A O a~A ~.~ ~ .. YO AAr~~Ya7LY SUFFyyO~a/L~//Ka COU/yN~TY, N.Y. Scab,ldd - 90d Dec. 4, 1898 JAK 19, 1998 f s/k hss. 1 FEB. l7, 1998 ({oundallon 1 N S{'~ OV ^ LO ~ogho! € - ~ ~ .., SCDHS REF. M0. RAD - 98 - Otft ~ . ~, [well, n9 nor Q xeri D r-- v a-c b^ f cor ~ `. TfSe /o~ 'shown t and or ;~ ' i~ - ~'C?SE~OOp flRfV~' ~. /'f~ai ~ 1~ te~+ ~ .,,.,~,,,,,,, i R~ it I '• ~ ~ + r,,! ~ ~A r R ~ h'.~~ s r. . 909~,,yrP ------~--- fe3' ~.~e39. g ~ +a~ wis y ,srr.rx.~ ~ -_._.....~T W g Lor z 25_k g, 85'09'20" W ~.or weNs and cesspools lrom held ebservol/ons obla/ned /rom others. ADOV dET ~Y aY AXY ~1Y~p~ALL~BtAP E1w'GIRS U ~~A t:YrYpY' ~p~pA~~ ~ ~ N C~N~ MTNA~W.• AAp Yv-t O-^{ t ti ,~ t N CERTIFIED TO' THEODORE C. MARTZ JR. FIDELITY NATIONAL TITLE NVSURANCE COMPANY OF NEW YORK n 4 v itl ~ U Q Q f~ E ~. F Q -~a ~~ .^ R[ ~ P n (~, ~,. ~~ n ~~ O ~ x ~ SL~xi~E'r" OF LOT 4 z '[ROSEWOOD ESTATES" ~ .~a~t ~~s ~ nao. s~.w m AT MATTITUCK C~ TOWN OF SOUTHOLD T SUFFOLK COUNTY, N. Y. woo - rrs - os - ~s z~~ scale: r" ~ 30' "` Dec. 4, 1998 D JAN. I9, 1998 ! slk hse. 1 Z' FEB /7 1998 (loundal/on J 2e.o -189.0'1' AREA = 20,470 sq. ft.. ~ ~ ~ MAIt /s, /sse (rato~ ! ---..__,.T~_... ~.. ~.. __ ,_. ~-. ..._.___..~.__ vi:+~: '' ~~~.~Jl ii~:l.~`,<..E:~itLi-i~; ::i''~iii t~:: ont.VlCt•5 Th. • •rr : ~i{:2c ~t n7 w:!t•t Se_rp!y f-o;liu; ^t [h!s a~Ca:ioa have been ':,~: -.. ,2+r,: o,~ti:'edbyc~ :7.•:,r: ~~t~ o!`asg;tte:CS~lfOandto hr z'i-Cz:'cty FURr '~0.X' ~~4~si~: se~l~,C'S:C)ROQ v:,S. St hen A Costa ['.P , Claef OtficeofWnteratWWastewaterMa~ageeteat ,~~pF NEwI, l om /dnGlgr wllh the STANDARDS FOR APPROVAL AND CONSTRUCTION OF St/BSURFACE SEWAGE DISPOSAL SYSTEAfS FOR SIJGt.f FAAyLY RESX)ENCES ad [rill abide by the eonNltons se! /or/h Ih+refz and on fM perndl to consirucl. Aqo cFRTA~caTpNS ~enMSs a, g~-:GG~c~ 0,0 <<~``~- '~O1 ~~ ~6 a q~,~ ~P ~~~~,a ~AAgp~.17lAL •,\ ,~ ~pt3~ . -m LIC NO. 49678 LEFT STR£ET N.Y. l197i REScheck Software Version 4.1.1 Compliance Certificate Project Title: MANTZOURANIS Report Date: 05/29/08 Data filename: untitled.rok Energy Code: Location: ConsVUCtion Type: Heating Type: Glazing Area Percentage Heating Degree Days: Construction Site: 65 ROSEWOOD DRIVE MATTITUCK, NY Owner/Agent: EMANUEL MANTZOURANIS 65 ROSEWOOD DRIVE MATTITUCK, NY (516)216-2299 Geiring 1: Fla[ Ceiling or Scissor Truss Wall 1: Wood Frame, i6" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid Basement Wall 1: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.5' Insulation depth: 3.5' Floor 1: All-Wood JoisUTruss:Over Unconditioned Space Designer/Contractor: MATTHEW KORN ARCHITECTURE 1047 OLD NORTHERN BLVD. ROSLYN, NY 11576 (516) 625-8465 870 30.0 0.0 23 832 15.0 0.0 49 142 0.340 48 50 0.340 17 312 10.0 0.0 28 670 30.0 30.0 11 The proposed building represented in this document is consistent with the building plans, specifica8ons, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York Stale Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the Vest of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Name -Title New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 17% 5750 Signature Date Project TiBe: MANTZOURANIS Page 1 of 4 Data filename: Unlitled.rck RepoA date: OS/29I08 Compliance: 8.3% Better Than Code Maximum UA: 192 Your UA: 176 REScheck Software Version 4.1.1 Inspection Checklist Date: 05/29/08 Ceilings: ^ Ceiling 1: Flat Ceiling or Scissor Tmss, R-30.0 cavity insulation Comments: Above-Grade Walls: ^ Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Basement Walls: ^ Basement Wall 1: Solid Concrete or Masonry, 4.0' ht / 3.5' bg / 3.5' insul, R-10.0 cavity insulation Comments: Windows: ^ Window 1: Wood Frame:DOUble Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? -Yes No Comments: Doors: ^ Door 1: Solid, U-factor: 0.340 Comments: Floors: ^ Floor 1: All-Wood Joist/Truss:Over Uncenditioned Space, R-30.0 cavity + R-30.0 centinuous insulation Comments: Air Leakage: ~ Joints, peneVations, and all other such openings in the building envelope that are sources of air leakage are sealed. ~ Recessed lights are 1) Type IC rated, or 2) installed inside an approprtale air-light assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: ~ Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ~ Materials and equipment are installed in accordance with the manufacturers installation instructions. ~ 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 glazing U-factors are cleady marked on the building plans or specifications. ~ Insulation is installed according to manufacturers instructions, in substantial contact with the surtace 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 insulated to R-8. ~ Return ducts in unconditioned attics or outside the building are insulated to Rwl. ~ Supply ducts in unconditioned spaces are insulated to R-8. ~ Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Project Title: MANTZOURANIS Page 2 of 4 Data filename: Untitled.rck Report date: 05/29/08 Duct Construction: ~ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastio-plus~mbedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ~ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ~ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ~ Separate electric meters exist for each dwelling unit Fireplaces: ~ Fireplaces are installed with tight fitting non-combustible fireplace doors. ~ Fireplaces have 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. Service Water Heating: ~ Water heaters with vertical pipe risers 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. ~ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ~ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ~ All heated swimming pools have an on/off heater switch and a cover unless over 20°/ of the heating energy is from non-0epletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ~ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: MANTZOURANIS Page 3 of 4 Data filename: Untitled.rck Report date: 05/29/06 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water ° Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature ( F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Mlnlmum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types pannc/°F1 2" Runouts 1"and Less 1.25" l0 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 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 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refdgemnt and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: MANTZOURANIS Page 4 of 4 Data filename: Untitled.rok Repon date: 05/29/08 RESIDENTIAL WOE OF NYS BUILDINGS PLANNING (cont'd) ELECTRICAL cont'd) REVISIONS. SMOKE ALARMS RECEPTACLE OUTLETS SMALL BE PROVIDED IN ACCORDANCE HTH SECTIONS EW.2 tSENERAL NOTES STRUCTURAL NOTES ��!��p� PROVIDE 942M ALARM AS PER SECTION ON. UNITS SMALL BE HARD MI WITH THROLSH 'E••BO)I �I. ALL HIM TO BE OOZE INACCOIDANE NTIE THE MEN TOPIC STATE I. ALL STRUCTURAL LIMBER TO BE DOLL FlR NO.2 OR BETTER ISENERAL REQUIREMENTS BAMW BACKAF.I IERE PM 15 PERFORMED IN AN EASTN6 SPACE MERE RECEPTACLE SPACING SMALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR ENEW COMBER/ATNOIN CONSTR.OTION CODE AND THE Ire51oEN UAL Pb SINGLE • 100 PSI,E • l POO MI. NO HORK 15 TO BE STARTED WM EVIDENCE OF HORIM COMPENSATION WM FOR WHO 15 NOT PRACTICAL,BATTERY OPERATED UNRS MAY BE LNRE IN ANY HALL SPACE 15 MORE THAN 51X FELTV MEAWIRED HORIZONTALLY LODE a Rev M STATE NNBURANCE AND OIS*Ury BENEFITS COVERAGE 15 FILED AS REQUIRED M INSTALLED NTMW Was. FROM AN 0AET IN THAT SPACE 2 ALL I Y KIM T TE AN TD EB DOLE BY A LI HIRMS TO BE LOAN R 2. ALL 2AO TO BE TRPSJDIST MACMLLON OR CG�US. SECTIONS 51 AD 220 r lA,6 OF THE MORKEW COMFB6ATION LAN OF THE OOMLY MM STATE NO LIXlL OODB.ALL NDnNb TO BE OOPFBI A •APPROVE Psi E . DUCT SUBSTITUTIONS ITU ARCHITECT MAT STATE OF MEN YORK. FLAME SPREAD AND SMOKE DENSITY �y„YC s. ALL F LMnx!Haas ro BE WE BY A Lke+SM nn•eee Am ADPRavE ANY PRaoI>Gr wBSnnmoNs PRIOR ro COMPLY MM STATE AND lDGA1 CODES A FINAL ALL WALL AND CEILING FlNBEIES SHALL HAVE AFLAME-SPEAR CLASSIFICATION OF „u•/SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB. . CONSiRUCTON. ,,. aI I ra/:nl.w arw rn.PYnC,a ALLY I s N ANU ELECTRICAL DERYRITERS CERTIFICATE MIST BE SUBMITTED AT THE NOT 6MLATEN THAN NHAN HMO MAAQ-J ISV!)AS r K 5LL,I IUN MVI4. C MTN THE ROVENTAL CODE OF MEN YORK STATE A V THE YFIM-'B COMPLETION O THE JOB. Fl>®PANEL bOOD FRAME WISTRCTOII MANAJ AND TO BE TAMSHED ND Fy ' S6AOO P51,E • 24p00,000 P51 ALL.INE ULATICN MATERIALS TO COMPLY MITI SECTION R320 4 W Q INSTALLED COMPLETE ANTI ALL NECESSARY AICNOR5,BILDMINS, 4. ALL.STEEL TO BE INSTALLED IN ACCORDANCE MITH AISC CODES BUILDING INSPECTOR TO BE NOTIFIED AT VARIOUS STAGES OF THE WORK a o IRIMMS,SAM S,MAE{TS,ETC,REWRED TO COM.ETE MaaC t PRAGnY.6. ALL COLIIMIIS ro TOP RATES AND BASE PLATS. AS PRESCRIBED BY GOVERNING JURISDICTION. FOUNDATIONS (SD00 P.S.F.BEAx1NG CAPACITY OF SOIL FLOOR DuTET ALL HA OMAN E WU Mb BIT NOT LIMITED TO NCNOR5,BIOCKMS, BASE PLATES TO BE SET IN I•MN.MOLT STRbrMT LEVELING IPE 6RDIIND AROUIID FOUNDATIONS A5 PER R4019. THE GRADE ADJOINING BLOOMS.SADDLES AND AND NMK MST BE INSTALLED IN ACCORDANCE 6Rarr NTH MNIM ANCHORIM Two 7/4J ANCHOR BOLTS. NO Po0TIN65 PLACED OR DRY YELLS COVERED LHnL APPROVED BY R rEPEGTOR WM 31110915 CODE RPOIIRENBT5, ALL STSM BOLTS CONNECTNS TO ALL FOUNDATION HALLS SHALL ES SLOPED AT A MINIMUM OF SIX INCHES W) MOOD MEMBERS SMALL BE TWIE ED A6A Mr STEEL MASHERS OR NITS. S. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL PARnnONS. � BUILDINGS PLANNING WITHIN THE FIRST TEN FOOT oa-&)DISTANNOe FROM THE WA1J_ AND AROUND ALL CPMNINS6. !. ALL LUMBER LATHER WITH AND!TOTED A7 RIE JOB SIZE SHALL BE PROTECTED m e e DESIGN CRITERIA DIFFERENCES IN PCO RS LEVELS ARE TO EB STEPPED UP OR 0"AT A TARTY FROM THE MAT HER W TM A 7AMAWN OR HEAVY GSA 6E PLASTIC. ALL 6. PROVIDE TECO'TYPE CORRECTIONS• ALL FLUSH HEADERS W o OEC41ff µGCE THE TOP aF THE FR70TIN6 SHALL BE INSTALLED LEVY THE MOOD MATERIAL SHALL BE STOCKPILED ON MOOD OMNASE IN RELATIVELY 1. PROVIDE SOLID BRIDON6 a MID-SPAN OF ALL CONSTRUCTION IN RESION5 WHIM THE BASIC WIND SPEEDS FROM FIGURE R3012(4) BOTTOM OF FOOTINGS MAY BE SLOPED PROVIDED TIE SLOPE DOES NOT EXCEED -,Qy n RAP AID DRY AREAL. THE SAME INSTALLATION F UPALL BE PROVIDED FOR THE FLOOR JOISTS OVER 6'4' IN LENGTH EQUAL OR EXCEED ILO MILES PER HORS SHALL BE DESI&M IN ACCORDANCE NTH MINERAL USE RECEPTACLE - SHIPPING SWTRA EXTERIOR D AND LUMBER AND A OF LUNBet ¢ z m ONE OF THE FO,LOWING: ONE FOOT(I'-0')VERTICAL M TEN FOOT ILO',!HORIZONTAL SLOPE DI5TRIBRION 6. ALL ETPD•�EXTERIOR DECK WIRER AM ALL WOOD M CONTACT MTN MASONRY D. PROVIDE SOLID BLFILL M ISHT ALL TO 1 COLUMNS 1 MALLS. 9. ALL STUDS TO BE PILL ME16NT RATE TO RATE. z jts FOUNDATION YULL TD E)RTI3D A MNIMtM OF 6'ABOVE FINISHED ADJACENT GRADE 1fl6URE E56012) OR 5T8 EHAL NO -FE RREATD YIOOD. ALL E%1ERIOR FAST-.TER•J SWELL BE O N Z I. A¢M&µ FORMAT AND PAPER ASSOCIATION F (AFIPN WOOD PRATE (4-MINIMUM MERE MAWW VM�R 15 USED)A3 PER R404)6. GALVANIZED OR NON-FBa Sus. 10. ALL TIRE ND f#ATER LVL 51RICTIPAL MEMBERS TO CONSTRUCTION MANIAC FOR ONE AND TWO FAMILY DYBIRDS WON).OR 1. ALL CONSTRICTION DEBRIS AND EXCESS EXCAVATED MATERIAL TO BE PROPERLY T ROM BOLTED CONNECTIONS. BOLTS ARE TO BE ASTM 0 2 2. SOVTERH BALDING CODE CONGRESS INTERNATIONAL STANDARD PROVIDE FOUNDATION WATEFtPRCOFI16,DAMRFPROOFING AS FETE R40b. A MINIMUM OF DISPOSED OF AS PER 60VMINS URISOCTIONS IIEOAR13eEIN19. . FOR MNAWCAE RESISTANT RESIDENTIAL CONSTRUCTION MTV 10).OR STANDARD ASTH (MACHINE ANBOLTS).BOLT HOES ARE TO BE SAME o' a 6 ML THICK POJYET I LENS FILM SHALL BE APPLIED OVER THE BELOW GRADE b. AN DEVIATION FROM TESE CONSTROTION DOAaETNTS SMALL.BE PPOMPTLr REPORTED DIAMETER AS THE BOLT AND LOCATED 2'FROM THE RCP S. MINIMUM DESIGN LOADS FOR BULDNDS 4 OTHER STRGTUIES(ABLE 1);OR PORTION OF TIE EXTERIOR FODDATIONT3 ROLL PRIOR TO SAMFILLIN6. r0 THE ARCHITECT M WRITINS FIBOR TO COMMBN DIW OF&XH HONK t BOTTOM OF THE MEMBER. USE 2 ROWS I/2'BOLT• 12'OG. COLpJFOUED STEEL CONSTRICTION 94ALL BE MOW IN OVERNO HOLE®. 4. ACCORDANCE MTN THE PROVISIONS OF THE RESIDENTIAL CODE OF W. WALL CONSTRUGTI ON �, ONVRA NBS TAKE TAXES DENOE OVER TAM SCALED DIMENSIONS NNTRe+NOTES tl• NO HOLM BY ART TIRADE IN MCROLAMS�AND LVLS. n. Q ON ORAYINSS TAKE PRECEDENCE OVER iTNEBE` --IFl(ATIONS, ALL EXTERIOR 101114001115 AND GLASS DOORS SHALL BE DESISTED TO RESIST THE ORIWN6 AND MOTCMNG OF EXTERIOR MAU S AND BEARING PARTITIONS SMALL :0 12. ALL FLOOR JOISTS TO W TRUSAOISr TJI 3W OR MO SERIES, IL) DESIGN MID LOADS SPECIFIED IN TAPE R5012(2)ADJETED FOR WENT AND COMPLY NTH SECTION R602A DRILLING APO NOTCNIN6 OF TOP RATE BHA L 10.ocoopA OMND MEASURE SHAD.PUBLIC 7N AC TO DANCE r THE SAFETY aF WOReERS OCOIPAM7 AND THE FSENBPAL PUBLO IN ACCORDANCE WiN THE RE0.lATONS VERIFY N/MANIFACTATER FOLLOW ALL,MANUFACTURES' EXPOSLRE PER TARE 11130120). LINTS SHALL BE TESTED BY AN APPROVED COMPLY NTH SECTION R602b.1. OF THE WVERINS JURSOCTIOM TIME ARCHITECT SHALL IN NO WAY BE RESPONSIBLE DETAILS FOR INSTALLATION. INDEPENDENT LABORATORY,IUD BEAR A LABEL/DE'NT mfir,MANLFACCRIII 1Yd' 6'.O• FOR SAFETY AT tT S JOB OF PROVIDE flP1ElDCKIN6 AS PEe SECTION RbO2L 13. ALL FRAMNS S HAVE COMMOLISRESIDENTIAL PATH TIE-DOSS 70 E I- PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION A6BYCY PO 11• 0a N07 SPAR INIE61lITY OF STTUCTAWJ MNB4BBtl M R4PROPIS!oRILLRNb FOUNDATION,AS Pee TE RESIDENTIAL CODE O NY/ THE INDICATE COMPLIANCE MITH THE REQARB•ENIS OFAµTA*WA IaA AND S2. AL HEADM TlENNMLS A BEAM R1NIAIU PARALLEL TO AND UNDER PARTIONS OR a l nNs. ALL OM SHALL Be ADEQUATELY BRAG®LM TTL ALL PORTIONS OF TIE HOOD FRAME CONSTRUCTION MANUAL ,Y,✓, r V TABLE R501.4 RnWerlElal Cods of New York State BUILON6 AFFEGTINS ITS STABILITY ARE IN NI 9EG1 PACE AND R8Y FASTS®. N 0I I o A BRICK W WNDOtT MTHN 11E MIND BORNE DI MS REGION PILL SMALL HAVE GLAZED OFBNINSS SHALL El!DOUBLED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 11. FOR SAFETT'M THE JOB STE 14. ALL FIEADERS TO BE(2) 2x10 UM.E55 OTNERY115E NOTED. t'f PROTECTED FROM MRD49M OEM MI MINAS THE REOI1RR134BNT S,OF THE LARGE BRICK IN CHIMNEY MILL BE BODED MTH A PILL HEADER EVERY SEVENTH C USE (h pmxm Per SR"a Foot) 19. ALL NECESSARY CONOnONS MIST BE MADE AND ALL.POSSIBLE SHRINKAGB ALLOYED r MISSILE TEST OF ASTM E RM AND OF ASTM E 168b R TMERETM FOR HEN AND EJISTINS STRUCTI NB SHALL BE FURY CLOSED IN AND MAINTAINED AT TO V'7Y �r�//Jrl G �;.I �/C,�?��.�• (�ice, I CK OR STOLEVENEERVER 7O ANCHORED TO FRAME WALL WITH 22 6A6E x IV DEGIEr3. FOR A MMMM OF TOO WEEKS PRIOR TO INSTALLATION OF INTERIOR DRYWALL Y/I9.J 1L!O', � .q/f o U LIGHT, VENTILATION AND HEATING 6ALVANIZED BRICK TIES 6 2'-0'Of.HORIZONTALLY AND VERTICALLY. USE LIVE LOAD SPAGaE OF FlNEwEs ADSSTIeTS FOR SIRMeAM AD WARPAGE SKI BE MADE BY N 'f nr, r� �, � O Q INTERIOR BATRS To BE PROVIDED MITH MECHANICAL VENTILATION A6 FIX 0033. ROOF-CEILINGS CONSTRUCTION Exterior boleanles 60 THE APPROPRIATE S)BCOR INAZW R FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. �I '"� I �, -- - - - - - Q THE MNIMM VENTILATION RATES SHALL BE 50 ON FOR INTERMITTENT VENTILATION f lwe(.7 4T.v I'y Z FOR AID 20 O W FOR WRTHICUSS VENTILATION, VENTILATION AR FROM THE SPACE PROVIDE ROOF VENTS FR01ECTED AGAINST THE ENTRANCE OF RAIN OR SNOW Decks 40 GPj�f.N ; 4wol f'-a d' SHALL BE EXHAUSTED DIRECTLY TO OUTSIDE. VENTILATOR OPENINGS SMALL BE PROVIDED M/CORROSION•RF'S15TANT MIRE P VALOW s 50 FOUNDATION NOTES ' .. . «� MESH,N/IV W TO U4'MAX OIBANY. THE TOTAL LET FREE VMNTLAING ����AGO A• i�f��vv/'V.d I'�� � Y AREA SMALL NOT BE LESS THAN I TO ED OF THE AREA OF THE SPACE Attics MIUODt! 10 gg OUP I. ALL L FOOrINSS IN BB. FIN ISH BEAR UPON ERODE, NSTURE µ SOIL SAS NO. RED - _ �I TI�rl STAIRWAY ILLUMINATOR TD BE PROVIDED AS PER SECTION R3OJ.4 ALL INTERIOR VENTILATED. WE VETS APE EAVE OR COERCE V ARE 1INSULATION5TALLED,INSULATION Attics with s 20 M , REF AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO 1L UMNATE THE SHALL NOT BARK THE FEE FLOW OF AIR A MR OF I'SPACE SHALL BE Rooms~ tlwl sleeping roan!(SSG. R3023JJ 40 ASSUMED BEARING CAPACITY OF 3,000 PSF. I� STAIWDIN6 THE LANDINGS AND TREADS. INIVEON STµtMAYS SHALL BE PROVIDED BMW®N THE IHBAATON AND THE SHEATHING AT THE LOCATION BEARING CAPACITY OF SOIL TO BE VERIPIED BY THE .. R O a7 E W OD [DRI VE w RS,mC PROVIDED MTN AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE VENT. S roam! ED cORTRA,TOR PRIOR TO FLALEMBRT OF FOOTIN65. ,,. OF EACH LADINS OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT r �S 40 '- OCC U PANCY,Obi r SO,Rc6 SHALL BE&WARE OF/JJIMIMATIN5 TREWS AND IANDM65 TO A LEM ENERGY EFFICIENCY EAlardroils and haPd'oils 200 '2. CONTRACTOR 15 TO VLRIFY Al FIELD CONDITIONS PRIOR TO . ' 11;;II I� OF Nor LIES THAN 10 F=-CANCLS MEASURED AT THE CENTER OF THE TREADS AND HEATING AND AIR cDNDTnIDMNG EDUFMEWr SHALL PBlFOR4IN ACCARDAHCE BEGINNING OF CONSTRICTION AND 15 TO REPORT µY AND 9. MYR7 TKI• r Nr.Bt' TAB USE IS UN LA Val FU L LOCATED. EXTERIOR LATE V9HNJ'BE PROVIDED MIDI µ ANTE SAJ LENT SOURCE ALL MITI TAPE MI=OF THE CODE TABLE R A Residential Code of New York State ALL DISCREPANCIES TO THE ARCHITECT. ._ LOCATED IN TIE IMMEDIATE v1OMrr OF THE TOP LADING OF i1E SrARlur. ALLpWAE J! DEFLECTION OF STIEIGNRA�L MNEMEBERS WITHOUT CE RTOF E EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BAS£MBRT FROM THE 0UM511DE GRADE ALL WAG PIFlN6 SHALL IIEMULATED IN ACCORDANCE HIM TARE RIOSS. ,l,I TMBDIAspu BETTY THE BOTTOM LADING OF THE SaW LOCATED IN TE AU. 3. ��n� CONFORM TO ALL STATE AND LOCAL i I A II r.A, 0 TVA DOMESTIC NOT WATER ME&TIms MWPMENr SHALL BE SI WT TO MINIMUM FEDERAL S71111 11I MEMBER a OF OCCUPANCY- STANDARDS AS PER TABLE M104I AND M1042 AS APPLICABLE DEF4, ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICµ 15 R I �.•� s.r. -A r�9• S , `" EXCEPTION: µ ARTIFICIAL WENT SOURCE 15 NOT REROUTED At THE TOP AND MECHANICAL SYSTEMS Reofeers hav6Tg slopes groater then 5n2 LABp CONCRETE INSTIMES WLDIN9 CODE IMMIRE•ENTS FOR I x, '"• VJ p' �{TY�'w+ 1- BM70M LAMM,FROVIDED AN ARTIFICIAL LIGNr SOURCE B LOCATED DIRECTLY with no FWIehled ee11Mg dktod ed to raters REINFORCED CONCRETE',ACI 31". ell a saS• i I ^ I / s'Fj� ,�. �� ��a5s5 � ',� OVER EACH STAIRWAY SECTION ALL NEATIRG,VENTILATING AND AIR COIDITCNN6 SYSTEMS AND NOW SMALL BE IntarlorMOIHs ad tR1oMe NADO S. ALL MASONRY WORK SHALL CONFORM Mnl "NATIONAL � ----J--- L -#• z TOILET,BATH E SHOVER$PAGES INSTALLED IN ACCORDANCE NTH GNAFRER5515 THROUON 24 OF 111E IE51DMfTAL CONCRETE MASONRY ASSOCIATION STANDARDS' LASTEST EDITION. fi•• ' azi R/5 or S \ ALL PWEIN6 RXNRES SHALL BE INSTALL®NTH CLEARANCES RI ACCORDANCE CODE O'NEH YORK STATE ALL LOCAL RUES AND REGAJLnaNS AND AS SPECIFIED Floor Ord Plastered cell LJ360 p 6 NTH uLf a R30L RPTE R5072 INSTALLED THE CODE BY THE LATEST MOTION OF THE NATIONAL FIRE PROTECTION ASSOCIATION All other strlKWral members LIND 6. THE UL11MATE COMPRESSIVE STRENGTH OF CONCRETE Z �'iU ( 4 'i..^RnT•"E Z BATHTUB Am Bloat RCOR4 AND WIA TIES, LS ABOVE BATH IE INSTALLED PM ALL MECHANICAL SYSTEMS,FMIIPM ERT,APPLIANCES,ETC.MIST BE LISTED � Exterior NaTs with Raster a Sh"a FWsh HMW AT 26 DAYS WILL BE:FOUNDATION t FOOTINGS 3,000 P3.1. _- AND AND LABELED INSTALLED IN ACCORDANCE NTH THE MANUFACTURES d.we 1U n9 p �' yL1, m Tr 4 S40HR LEAD SHO S AND IN 6t COMPARTMENTS EN S SHALL BE FLASHED MITH A SPECIFlCATIa6,USTI ID NSAME.A THE CODE Extoricr Wank -mind loud! with brittle FMIsMs LJ240 SLABS SSW P.S.I. Q I , J (� N HONABSCREEMM awACE WALL SURFACES SHALL EXTEND TO A HEIGHT OF HOT Exterior Mallb -mind Hoods with FTexble FININOW LA20 1 AL CONCRETE SLABS MILL HAVE EXPANSION OR CONTROL p j_. LESS THAN 6 FEET ABOVE THE FLOOR ALL FLQ,GALS SPACE HEATING APPLIµCES M RESIDENTIAL I3AIDIHU55 SMALL �, L LOT O 01 AiL. R VED AS NOTED4' 4' 4' 2' BE EMPPED NTH A FLAME SAFEGUARDWON DEVICE ON MILL SIM OFF THE FUEL JIOINTS A5 REOUIRID. ul SUPPLY TO THE B1REIt NNE N THE FLAME OR PLOT LIGHT 15 EXTM61A5EED. R90R20) Resldentlal code of Nam York State I' �Vyl i DATE: 1( B.P.!t 5 s� CLIMATE AND GC-OSRAPHIC, DESIGN CRITERIA cl icy aw p i Tap `NOTIFY BUILDING DEPARTIdENT AT ,\I �51 �• ns PLUMBING uJ "M SUBJECT TO DAMAGE FROM winter Ice 9 a- Flood I TIT , 1 65-1802 8 AM TO 4 PM FOR THE �/ 6Rd1ND SEISMIC pas u,dorl Flood (oErACIS6D Y ALL FLB491N5 SYSTEMS AND HONK SMALL BE INSTALLED IN ACCORDANCE MiH SNOW DESIGN Frost Lift ig^ ment Hazards 5 .IS9.04• Z7LL0'VING INSPECTIONS: LOAD 'X'® ( CATASORY N"tfW p qI TerTnite Deeay Terre. Iced LOT //e 1.FOUNDATION - TWO REQUIRED O 21' CHAPTER5251FMOI1GI182 OF THE RESIOBNTIAL CODEOFEN YORK STATErA a -- -__,1iIFOR POURED CONCRETE •�' CLEARANCE LAVATORIES AND ALL LOCAL RA,ES AD REMATIONS. Y 110 r Moderate Sog11t to 4! per B°- 2. ROUGH - FRAMING 8 PLUMBING WATER CLOSET THE EN, PLIMBNB SMT W SHALL BE TESTED IN ACCORDANCE MM O 20 �v El SUPFOLK, c SEVERE 51-01 to Heavy Moderate 511FFOLK:11 MD FE.M.A. �'� B 00 0• W' OR BIDEr SECTION MOOS. > B' M' PP MIND, BORN DEBRIS RESHON WITHIN ONE MILE OF COAST LINE D,rrN 5' 'o a.^N - PrGIo1rIN L 8. INSULATION FlPMG SHALL BE INSTALLED IN TRENOFe 50 THAT THE PFIN6 RESTS ON ALL YIRDO6 TO BE r LED NAMPAGT RESIST GOVERINOJ OF PIEdUT TAGS'YDOD STRCTIIRAI i�l�J IAR4M1 !.i 4. FINAL - CONSTRUCTION MUST (. SOLD AND CONTINUOUS BEARING. Z PANELS IN/ATTACHMERT HARDINIARE OR IMPACT RESISTANT GLASS MEET HMS THE RFYAARE4BR15 ,g {. BE COMPLETE FOR C.O. ION SHALL MEET THE A SOIL OR WASTE PIPE,OR EIRMINS DRAM PASSING UNX R A FOOTING OR LL OF THE LATHE MISSILE TEST, r o-�s" ( LOT ® �r�r O'� I��I�� REQUIREMENTS TOF THE CODES OF N W .t,\ THR0116H A FOUNDATION YIALL SMALL BE PROVIDED NTH A RaIEVIN6 ARCIF, TABLE R4022 (D '('Y. '01 T!� DESIGN STATE. NOT RESPONSIBLE FOR 1 OR THERE SHALL BE SALT INTO TIE MASCHI HALL A PIPE SLEEVE T O Lu C MINIMUM SPECIFIED COMPNBS5IBL STRENGTH OF cON&RETE [JOT �/ DESIGN OR CONSTRUCTION ERRORS. O• PIPE SIZED GREMER THAN THE PPE PASINS'HROLSH. 0 MINIMUM SPECIFIED COMPRESSIVE STREWTW IN.) 20a470 ,Rq.f t, cLEARµCE KHK4'a ALL CONEGTtONS m TIE PorARE WATM2 SHALL CONFORM TO SECTIONS V _, - --- -- AREA =ANCE P24o2.4J 7WZ M P2ROZ43. S TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATNERIMI6 POTENTIAL! M FRONT 5g0y�y AND ne/5NDVBt5 GOMEINATONS SHWJ.BE EQUIPPED MTH CONTROL Z NE61.16IBlE MODERATE SEVERE . I _ P �� MINIMUM rinn aEAR/NNCES OF OR" VALVES OF THE PRESSURE S BA-ANCE THE THERMOSTATIC MHN6 OR PE IL ._ _ - - - - - - GARAGC�7 COMBINATION PfJMfSUlE B,ILAHCFJTIMR4ISTATC M%INS VALVES TYPES VIRH BASEMENT WAl1L5,FOAL HEATHER AND CURTER CONCRETE 2�`OO 2�Ppp 25oO P //J✓�1 FISH LIMIT STOPS, � IIDr EfQPOP�IM iF1E YEA1fIQt RETAIN STURA4 !^I^TF^' Pl!NOFF PROVIDE FIRE SEPARATION WOMEN 6ARA6E AND THE REBIDE CE AND ITS ATTIC,A5 DL PER R'JO4. SEPARATE gNUTO'F VALVES MILL BE PROVIDED FOR EACH BATHROOM AND BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 2SOO 2300 2e e �� PU RS U L^',' " l 236 _- TIE 6ARA6E FLOOR 15 TO USE A NONCOMIBBTIBLE FLOORING SLOPED TO DRAM KITCHEN. EXCEPT 6AZRA6E FLOOR SLABS I/ i OF THE l,�v �+ , Vi1,o AR T RAIM THE MAIN VEHICLE ENTRY DOORWAY PER R50R3. . cc THE WATER SUPPLY MR DISITYlA,N1Ml5 SHIR.L EE PPDIECTED BY µ AIR GALE "• t3ASEMBRr WALLS,FOUNDATION WALLS,EXTERIOR MALLS AND 2SOO 5 p00s 3pOOs IIN�ERWRRIETEOR�SpC�EnRTIFICATE EMERGENCY E SCARE a RESCUE OPENINGS OR INTEGRAL BACK FLOW PREVVITE. w OTER VMRT11CAL CONCRETE FORK EWOSW TO MATHER `!j /S_ �GJ� U��O NOT PfiOCEED WITH - PROVIOEOPERABLE B49R6BCY ESCAPE AND RESOLE OPBANS5 AS FM R310. THE OSOHARSE FROM CLONES WASHING MACM SHAL BE MUSH µ � PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2�r pp 3pODAP 3,5M. � � LP 5 �o ee 'e Val Eva p�IJ�� I'IATT I T�G ri � tiI •'! FFIAMING UNTIL SUUVE ALL SLEEMMS ROOMS AND WETTABLE SPACES LOCATED M BASEMENTS SHALL Alt BREAK WEATHER,AND 6ARAOE FLOOR SN.ABS _ _ - HAVE MINIMUM OF ONE O)EmWE CY ESCAPE AND RESSGE OFENINS HTH A �� W, 47O �,2 UA �i%�'I� OF FOUNDA APF O VED MAXIMUM SRL IEIOIr OF FOtTriFOLR IYJO(44')ABOVE 11E F1ADR MMMtM THE MAHMIM HATER CONSUMPTION R IM4 RATES AND QUANTITIES FOR ALL aj MaRG I MIaRe Na..�YP! • HAS BEEN APPROVED. 83. n 04� S.1 SQUARE FOOT NET ARM MMIMM TFEMY-FOUR(24')CLEAR HER6MT AND R.UMEIN6 FlXTRES AND FlXIIIRE FlinH55 SHALL BE IN ACCORDANCE MTN m z z z T ,N MNNA4 THISM INCH(20')CLEAR HIM. TARE PJ4032. 0.LEE TAM MOM MAR IeAHNSISPOemAL oPN G CMIM N THEM LOGTIOI S TINT MY eB SWW ronleOrls Ala TIRING MM ORPOICT&I eNu Ie ARC NNU010 dallele N STAIRWAYS ALL POTABLE WATER OFMNMBS AND CUILETB SHALL BE PROTECTED Or AN A1mAIrs MmI rosRTe D. D.fatlll!lULL!AN e11MMm.1eAL AR CarI1BRRBYdII M VaRK Q fdICRRJ f WL M1TeI1�!TYx!INiaTal IITIR!1MNr STAIRWAYS SNV.L LORRY MTN SECTION R314. AIR 60,ATMOSPHERIC ERIC rTI'E VACUUM BEARER FRESBR TYPE VAGLM ,re1mT. N'I' `r�I?,� �'O ���'r �D.D �'r (, �//, �? LUMBER'G�F1,T(FICA j ,j, ;°�;;,"„�,;,� STAIRWAYS,SMALL NOT Be LESS THAN TARTY-six(j6'1 WHO B CLEAR YADIH BfEAKER OR HIM CONNECTION BACK FLOW FiEVBNTER e a xcTox Raz'v I10R/IIRBM@!IT --- INDENT. � 6oL �- - - LEAD ONTENT 8 I. " b,&,w1 „.�onra.r,nrte.n ABOVE THE PERMITTED NANDRAR HEIGHT AND BELOK THE REaURED HEADROOM SANITARY DRAINAGE TAM RM '12 •t ` •OI roc 'FBr�DEP OF N WA II..r wAZ-y J..,ew ABOVE HAP RAIT SHALL NOT PROJECT MORE THAN POLE AND OW-HALF ICMESIn.•,q.J.i J..,/w,.A �p'�T �(Aa o W�� ��.� �r .'�, /�.�, /RILL UPI CH MTISt SIDE OF THE PR JECT THE THAN W A RSMt SMALL DRAIN YUSTE ND VMRM FlPING AND FITTING MATERIALS SHALL COMPLY ANTI WINOaKm OE�RIBFA3TENINO � � T Ii� GO(F, OI �SOLDEF' : "� �D IN W .,�, n.�..a n Nor EXc®Mew AND ONE-O/ARTER NICHES(b 114%AND TREADS MULISM TABLE P3002I. 8i 1111MU FOR WOOD STR11Cr711RAL PAI I 'N`A _ _ _ _ - --- EXPEL 1' � _'I f��`.4 �A OF Ho51N IS,SHALL NOT BE LESS THAN NINE IWM(A'I. Ho5M65 SHALL NOT BE BUItWNB SEER PIPING AND FITTINGS MATERIALS SHALL COMPLY MTN -�lope, `'rp� �� �'IiFi�. Q•Q'• I FTC p•n ?E�}�iF.,,ED�/1 L: _ 1 ro L LESS THAN nHREERUARTE R5 INCH(3/4')NOR MORE THAN ONE AND&C-DUARTMR TAPE F30022. FABRMSPACNG PROVIDE WOOD STRUCTURAL PANELS - 2?, �{�•m �,W M INCH 0 1/4'). LANDINGS SMALL NOT BE LESS IMAM THE MEOWED FARM OF TIE STAIR WITH A MINIMUM THICKNESS OF R R6' , �.L ELECTRICAL FASTER9tiMPE PµEL Pµ 4FDOT RFDDT FEET ( AND N MAXIMUM SPAN O B �.J��i `"�F1 '� r9D �I%itir_ - _ r'J�� FT' V �� p AL :'.MBING 01HIG WASTE HANDRAILS eMNa6Pµ <FAINli 9Pµ FEET(24SD mRJ. PANELS SHALL BE PROVIDE HANDRAILS AT ALL STARS To cOgJY NTH R38. HANDRAILS SHALL ALL B.ECMM SYSTEMS AND WORK SMALL 8E INSTALLED IN ACCORDANCE wTH s4 Fnor !R F'Wr <U FWT PRECUT To COVER THE GLAZED e� _ . A(r1 0 •�/-F BE PROVIDED ON AT LEAST ONE SIDE OF EACH STARWAY KITH TM OR MORE CHAPTERS 33 MRO`AM 42 OF THE RESIDENTIAL CODE OF M31 YORK STATE AND OPENINGS WITH ATTACHMENT 1/�� t'//\�"r' •v� �9 �I, I OICI P���Tr Silf,a . .- ;i ..oINGdi Date: Z7 RISERS. TOF O'HANaRNL SHAD.NOT BE LESS Mµ TMR1Y'-FOUR RCMP Nl LOCAL RUES AD REESATON5. 2W Gp SCRBVB 06 16' 12' R' HARDWARE PROVIDE. ATTAGFRM1EMlTr %/O ($4')AND HOT MOTE THAN THIRTY.EM5Hr INCHES W). ALL RTQURED RADRML4 SMALL BE PROVIDED IN . . . _ _-___ ... . -- r aa { ,p,�, I�IT 11� �•{�J( Scale SHALL BE cOTNIOIS THE PAL LENGTH O°THE STAIRS FROM A POINT DIRECTLY THE MINIMUM LOAD FOR UDBt6R0UND SERVICE CONDUCTORS AND SERVICE ACCORDAMCE WITH TABLE R301.2J,2 \�,�`1� tea.FT I, G1NAILICNRTFA,F ON ( TI �I D, � ABOVE THE TOP FJSM OF A FLIGHT TO A POINT WRCTLY ABOVE THE LOWEST DEVICES THAT SERVE ON WDW PEPLMNT(ICOSI OF THE RBLMNS UNIT 2���R 16• 16• 12• OR SHALL BE DMI6NED TO RESIST NAILING & CON TIONS Drown: RISER OF THE RIGHT. ENDS SMALL BE METIRNE)OR SHALL TERMINATE IN MIEL LOAD SHALL BE COMIPIIED IN AWMANCE'rIM TARE F35022 THE COMPONENTS AND CLADDING REQUIRED. N I'/A� G i�Y,''MC I' ,{ a POSTS OR SAFETY TENNNA5.HANDRAILS ADJACENT TO A MNL SHALL HAVE A YBWNS METHODS SMALL BE IN ACCORDANCE MIH TAPE 00.2. ALLONABLE LOADS DETERMINED IN ACCORDANCE _. I `I��• ntlE SPACE OF Nor LEY THAN DIE AND OE4AF INCHES 0 U2)BEREFT THE HALL APPLICATIONS FOR W HIS METHM SHALL BE IN ACCORDANCE WITH TABLE MA FOR 5,I ACM.2M iM InXT.Sias MI PaYD.DAM Y WITH THE PROVISIONS OF THE AND THE HANDRAIL 6EMtAL INSTALLATION AND SUPPORT REOAFIENBnS FOR WRING METHODS SMALL IwL.Ep Haa•IIa1 b.R BUILDING CODE OF NEW YORK STATE. \ TRJCTION SHALL �A�r BE IN ACCORDANCE WTN TABS EST02.1. AmlTME Severn ON ro"WHOSr®s AN A srom Merl RmP NS1T. PANELS ARE TO BE STORED ON SITE ALL CONS. , n 0.PAl1BE0lWLIlIIBDYIDMaTm.n eDlQTE YIOaD STRKTRIL PAIR. A,ND MIMBERED WITIM THEIR MEET' -�" 'F' 'I "ENT`;OF THE79 rA, 2'�.3u;4 PROVIDE GUARDS AT ALL FO CHES,BA-COMES OR RATS®FLOOR SURFACES GxAAs!RILL s IawaoMaRaR at eoXxAu . _ LOCATED MORE THAN 30 INDIES ABOVE THE FLOOR OR 6RAM BELOW AS M R All.BATH,TOILET,KITCHEN AND 6ARAIE ONI,ETS SHALL BE ORORD4°ALJT o. rLIM , T5, s!WW ro Na Ns R%y Ace.NMk WITHAL HMNIDN 9 CpRRESppFDIN6 WINDOWS. C:Oilca vF SECTION 016. AII6RRIPN91 PR016CTON APPROV®DEVICES. �avR�ITIaR�NeMrANm AloanTlwNl ANNMMLLTMNBI1nDI1AAa TA° NAILING AND STRAPPING NAIL SPACING FOR SHEATHING @ PRESSURE ZONES ANCHOR BOLT SPECIFICATION REVISIONS: NuuNa acN SCHEouu: NUMBER OF NAIL SPACING (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDRIONS) ZONE 1 ZONE 2 ZONE 3 ZONE 4 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEWADDITIONS) DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS NOTE: RIDGE FIELD 81O.C. 17O.C. 3"O.C. 4'O.C. TYPICAL ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR BOARDPACING TYPICAL ROOF FRAMING 'SIMPSON' EQUIVALENT-CS20(COILED STRAP) PANEL EDGES 4'•D.C.c s'o.c. 3^o.c. 3'o.c. CORNERS RAFTER TO TOP PLATE(TOE NAILED) 3-bd PER RAFTER (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) ROOF , ', , A , 3'-0" O.C. (two story) 6" min. �•--r—� S'-D'o c.(one story) 1T max. CEILING,JOIST TO TOP PLATE(TOE-NAILED) RAFTER 3-bd PER JOIST CEILING JOIST TO PARALLEL RAFTER(PAGE-NAILED) 6-16d EACH LAP AT RAFTER TO RIDGE CONNECTION Q 3 Qil- CEILINGJOISTL/AP50VER PARTITION (FACE-RAILED) 6-I6d EACH LAP FORRIDfESIRM- (3)SO COMMON AT EACH END OF STRAP �� 2 (D COLR TIE LA • E DOLLAR TIE TO RAFTER(FACE-NAILED) 2-10d PER TIE FORALT.COLLAR TIE- (3)100 COMMON NAILS AT EACH END QQ O � v z Q BLOCKING TO RAFTER(TOE-NAILED) 24d EACH END RIM BOARD TO RAFTER(ET/D-NAILED) 2-16d EACH END A PLAN Ci 0 0 00 0 0 D (DOD 0 0 w WALL FRAMING ROOF z n o Ln , AT RAFTER TO TOP PLATE TO STUD CONNECTION RAFTER 3^s0. x 5/16'wASHERs W Io TOP PLATE i0 TOP PLATE(FACE-NAILED) 2-16d PER FOOT FORSTRAP- (3)SO COMMON NALLSAT EACH END OF STRAP J O O 8END NUT SETUP —� r- Z ^ TOP PLATES AT INTEleSEGTIONS(PAGE-NAILED) 4-I6d JOINTS -EACH SIDE FORMISI2- ('I)10DCOMMON NAUATEACH ENDOFSTRAP O : ro 1p �� QIMPSOIT O DOUBLE SILL PLATE z r In STUD TO STUD(PAGE-NAILED) 2-16d 24' O.G. } (SINGLE FOR SLAB ON -a 1u 1V CEILING <I © © © O © © 3 O 3 GRADE APPLICATIONS) u ON Z z HEADER TO HEADER(FACE-NAILED) Ibd W oc.ALONG FDM JOIST #- O O 5/8"DIA,ANCHOR '- ``-E n = u- J TOP PLATE OR BOTTOM PLATE TO STUD(Ew-NAILED) 2-16d PER 2"x4' STUD NOTE: GABLE ROOFS - -A'-I- HIP ROOFS BOLTS(TYP) EE o< a J LU 3-16d PER 2"x6"57W A=4 FEET IN ALL CASES m 3 NAILING REQUIREMENTS ARE FOR 120-MPH 3.SEC PEAK GUST. POURED - V SPACING IS BASED ON 10 SHEATHING 6 8D COMMON NAILS CONCRETE 4-Ibd PER 2'zD' S11A FOUNDATION D. J BOTTOM PLATE TO FLOOR JOIST, BANOJO15T,ENDJ015T OR BLOCKING 2-16d iA PER FOOT �•�••,✓' LU WALL f (FACE-NAILED) SECTION NOTES ; IL FLOOR FRAMING AT STD TO FLOOR ASSEMBLY 1. USE 5/B"DIA ANCHOR BOLTS W/MINIMUM T'EMBEDMENT INTO U TO STD CONNECTION W 3 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-bd PER JOIST (ONLY APPLICABLE FOR TWOMORY CONFIGURATIONS) slMPsoN SPLICING O F TOP PLATE (Required for all New Construction CONCR2.ANCHOR NOTED W/ HEREINRARE NOT TO HERS AND END NUT SETUP. FOR OR REPLACED BY BR061N6 TO JOIST(TOE-NAILED) 2-bd EACH END FRSTRAP. (9)1W COMMON NAILS MTS 1S - SMMor New AdgOoneJ HOLD DOWNS FOR SHEARWALLS. F BLOCKING TO JOIST(TOE-NAILED) 2-6d EACH END AT FJ1f:H END OF STORM ::RIM HOE PL MP PLATE SPLICE REQUIREMENTS TOP PLATE SPUCE REQUIREMENTS 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6-MINIMUM TO Z M=IN6 TO SILL OR TOP PLATE(TOE-RAILED) 3-16d EACH BLOCK FORADERLATE. (14)100 COMMON NAILS URFER. FOR WIND EXPOSURES-'B'+'C' FOR WINO EXPOSURES-'B'+'C' 17'MAXIMUM FROM ENDS AND CORNERS. LEDGER STRIP TO BEAM(FACE-HAILED) 3-16d EACH JOIST STRAP COMFKk FOR EACH STRAP JOIST FLOOR ONE STORY and/or SLAB ON GRADE ALL OTHER CASES Q QJOIST ON LEDGER TO BEAM(TOE-NAILED) 3-6d PER JOIST �� � � JOIST Building Minimum Building Minimum Z _j BAND JOIST TO JOIST(END-NAILED) 3-I6d PER JOIST TOP PL Dimension (ff.) Splice Lerlgfh (N. Dimension (ft.) Splice Length (N. BLOCKING AT EN DW A LL Y J I FOR SECOND R.R. SHEATHING TO OVERLAP j BAND JOIST TO SILL OR TOP PLA1E(TOE-NAILED) 2-16d PER FOOT ADDITIONS FIRSTS SECOND FLOOR S 17-cr .3.4T 12'-0" 24r Z STUDS BY MIN. 17 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) Q ROOF SHEATHING 16'-0" 4'.T t6'0 3'-0' RIDGE STRUCTURAL PANELS bd b' EDGE/12" FIELD 20-0" 5'-0' 20-0° q_g LU 24'-0" 64T 24'-0" 4'-P� DIAGONAL BOARD SHEATHING BACK @ 4BLOCKING8"2 BAYS V 28'-0" Tor 28'-Or' 5'-0^ ATTIC ♦- I'xb'ex I'xb' 2-5d PER SUPPORT INIO'or WIDER 3-bd PER SUPPORT 32'-0" e'-0' 37-Or S'd 3 CEILING SHEATHING SHOE PL 36'-0 g o 36'-0' r D ° Z AT STD TO FLOOR ASSEMBLY SUBFLR. 40'-0" 11'-P 40'-0r' v4r Q GYPSUM WALLBOARD 5d COOLERS T' EDGE /10' FIELD TO SILL PLATE CONNECTION RIM JOIST FLOOR w4r 13'-0" 50'-0r' 10-0' WALL SHEATHING FOR STRAP- (1h 1W COMMON NAU JOIST 6p'-0" 18'-W 60-U' 17-a- FIRSTd SECOND FL Ill ATEAMENOOFSTWLP 9MP80N QSTRUCTURAL PANELS bd W EDGE/ 12" FIELD FORALTERNATE. LTP4 SILL PL ��-� 1g-� 70'-0"' W FIBERBOARD PANELS STRAP COMM. (12)SD COMMON NAIL! 27-0' 87-0r, lL LTP4 (12)SD COMMON NAILS • . . . Top Plate p 7(e• 6d 3" EDGE/b' HELD . afj�' bd 3'EDGE/6' FIELD • • 1.Tabulated splice lengths assume Top Plate to Top Pete Spies Length BACK @ 48 oBLOCKINGIBAYS connections wing(2)1Sd nails per foot,for shorter , 1 3 GYPSUM WALLBOARD 5d GOOL6tS T' EDGE/10' FIELD Spice Iengme,the nail Spacing shell be reduced in order ]VL to provide an equWaierd number of nails. *c HARDBOAIRD bd 6' EDGE/ 12' FIELD 2.Tabulated Splice lengths assume a Buildng located In WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE PARTICLEBOARD PANELS bd 6' EDGE/12' FIELD Exposure'S'. ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED, D- DIAGONAL BOARD SHEATHING 3.Tabulated eptiax lengths ero based an S it.well heights W IN6, a Vxb• 2-bd PER SUPPORT AT STD TO FLOOR ASSEMBLY 'SIMPSON SI for other wall heights,H the tabulated unit Island loads TO SILL PLATE CONNECTION SP3 SP4 shall be multiplied by M. I'xl0'or WIDER 3-bd PER SUPPORT Q (STAB ON ITNRAOEATSA/ON GARAGE WALL APPMATIONS) 4.Top plates shell be S minimum of stud grade material. ~ FLOOR SHEATHING FOR Spa STRAP- M 100 COMMON NAILS IlJ AT EACH SIDE OF STUD m 571aYTURAL PANELS FORALTERNATE. (S)IODTOSIUDB F z RATIO LlMrrs=Hn rz.3�I' RLE55 bd 6' ED6E/12' FIELD SP3 tTIN W AP HFp. (S)10DT0 PLATE _ - '�..� •" BP IR BYS PLYWOOD NOT SHOWN GREATER THAN I' IOd 6' EDGE/6' FIELD ' DIAGONAL BOARD SHEATHING ALTERNATE STRAP END VIEW FOR CLARITY 2-bd PER SUPPORT CONRGURA71ON SOLID BLOCKING I'x6' air I'zb' SECTION I'x10' or WIDER 3-bd PER SUPPORT - SEAMS \F HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) 1. NAILING R:OUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL TIC THREADED ROD PLYWOOD SHEATHING EDGE. IF WALL SHEATHING 5 NAILED 3 II(CHg ON-CENTER AT THE PANS. EDGE E OBTAIN HIGHER —_ SHEAR CAPACITIES,NAILING REGUIR3'1ENT5 FOR 57RUGTURAL MEMBERS SHALL BE DOUBLED,OR — - _ 8D COMMON NAILS S' ALTERNATE CONNECTORS,SUCH A5 SHEAR PLATES,SHALL BE LEE TO MAINTAIN THE LOAD PATH. i O.C. EDGE 8 FIELD. 2. NiEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS CN COUPLER NUT 912'MIN.EDGE GIST. HOLD DOWN SEE SHALL BE PERMITTED TO BE REDUCED TO I-16d NAIL PER FOOT. DETAILS THIS SHEET ' • REU gARC 2 16D COMMON NOTE: 'SIMPSON HDQS NAILS 0 C'O.C. - �b NAILING & STRAPPING AT OR :�OF STUD LENGTH �pti� t� OVA EXTERIOR WINDOW / DOOR HEADERS 'SMPSONI UIVALENT"CS20(OILED STRAP) SIMPSON PHIS OF STUD rMIN 63fr MN.ENDDIST. , (ALL STRAPPING SHALL BE INSTALLED PRIOR TO i fir, I, (REQUIRED FOR ALL NEW CONSTRUCTION NMR NEWAODITIONS) SHEATHINGAA ) BLOCKIN HOLLOW COLUMN UPLIFT CIONNECTION NOTE: r r - Q ENDWALL 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN,SHALL BE �•7 0z'- CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS, OF NEw NAILING SCHEDULE B . (WOOD FRAMEECONSTRUCTI(3NMANUAL) 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET, ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. NOfaNO NOTE: rn•x a,.w„An.ne.ao„y.mmv ALL STRAPPING,ANCHORS,HOLD DOWNS, mA..=u...<"„anram•.rtrvA•n Opens-ough A B C D E S ADHESIVES TO BE INSTALLED AS PER ."eAn.•uA.°.m wen�n.,,k.Ae• Opening slMPsoNHoae SHEARWALLSEC. DETAIL (TYP) � tm„W, •.„�""„„",°,�,„„ MANUFACTURES SPECIFICATIONS. 7-0" 2 (1)2x4 1 1 1 1A OR 'SIMPSON PNDS m•r ..m N.Wb W-, 4 (1)2e4 z z 2 z FIRST FLOOR ATTACHMENT OPTIONS eucn°., wI.son WA•m menaeW wMb o,Fq„,y F.,0,.tl.h b r.Xn°„ R�mksM lmm m°•rtM1A•Re-cr S (2)2x4 or(1)2d 3 3 3 3 WIND UPLIFT DMICH TAW m mn•p•°AAe•We - p 'SIMPSON HDQIS (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOP ADDITIONS) HOOD FRAME CONSTRUCTION MANUAL m0.—in. u.i.`.mh%.nnm (2)2x4 or 2) 3 3 3 3 OR FOR ONE t TWO FAMILY OHELLING5(1995 EDITION) `„"°°`°„""'"`°'"ne 'SIMPSON PFSJB pW,.eam.s.rtPn.A.„. 1 O'-0° 10 (2)tag 4 4 4 4 ••�2-16D COMMON B NAILS Q 6"O.C. -SECTION 3.2.23 WALL ASSEMBLY TO FOUNDATION 12'-(Y' 12 (2)2xS 5 5 5 5 C E BLOCKING FOR FULL LENGTH -TABLE 3.2S 4 33B ENDWAI-L OF STUD -SECTION 3.23.1 HOLDDOH NS P Notations : -TABLES 5.15A-B, 3.I6 Date: Q'( MAY OF, A. NUMBER OF SD NAILS AT EACH END OF$TRAPPINGS r' -SECTION 3.23.4 HEADER AND/OR GIRDER TO STUD Scale: -TABLE 33 B. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) -SECTION 3.22.1 ROOF ASSEMBLY TO WALL ASSEMBLY C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER / -TABLE 3.3 Drawn' EA F I -SECTION 323.1 RIDGE STRAPS D. NUMBER OF ISO NAILS END-NAILED THROUGH ADJACENT KING STUD TO L-ND , -TABLE 3.4 (SJBNOTE 3) Title;: OF HEADER AT EACH SIDE E. NUMBER OF JACK STUDS AT EACH END OF HEADERS(ASSUME DOUBLE HEADER ) •' s + 71W DIA THREADED ROD EMBEDDED F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JAG(STUDS TO 12 1 INTO CONCRETE PSON ET END OF SILLS)AT EACH SIDE(DOES NOT APPLY TO DOORS) (HIGH TEMPERATURES STRENGTH EPDXY A ADHEDHESIVE)S FOR TEMPERATURES(O DEG. 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