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HomeMy WebLinkAbout37773-Z DS�jEfp(,�C Town of Southold Annex 9/6/2013 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36493 Date: 9/6/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 65 ROSEWOOD DRIVE MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 113.-2-15 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, including covered entry, to an existing one family dwelling 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 Emmakuel Mantzoura l Autho ' Signature o�SUFFn�,r�® TOWN OF SOUTHOLD a G� BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • SOUTHOLD NY ��ol 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 & PARASKEVI MANTZOURANIS 96 SHERIDAN DRIVE WILLISTON PARK, NY 11596-2312 To: ADDITION &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 7/22/2010 and approved by the Building Inspector. To expire on 7/23/2014. Fees: 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 Authorized Signature ORIGINAL Rev. 5/8/02 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. 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 APPLIED FOR 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 Authorized Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD 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: l. 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 thari 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 Board Approval-of completed site plan requirements. $. 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 lnspector`shall state the reasons therefor in writing to the applicant. C. Fees l. Certificate of Occupancy-New dwelling$50.00,Additions to 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- $106.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. It /, New Construction: Old or Pre-existing Building: (check one) Location of Property: ��. ,l�oScc�dr�h I�IZ. • 1�1 1�TfJC!'L , House No. Street Hamlet Owner or Owners of Property: f--HYRNOGL t4 ft1 z0(JJZ8W1 S POP51LC-V1 N AW2CQ IZ�e Jls Suffolk County Tax Map No I000,'Section �13 `:-Block DC90Z Lot ©IS --, PF`73�'ij 9— '` Subdivision (�i�o,��r7�� :".Filed Map. Lot: Permit No. Z Date of Permit.7— t— 200 Applicant: C/ R,41y Ez_ Health Dept.Approval: Underwriters Approval: Planning Board-Approval: . Request for: Temporary Certificate• Final Certificate: (check one) Fee Submitted:$ 1� Q P Applicant Signatur SUFF0LK s BURFAU r, f F :. EC:TR C, A .. I F L- C I C1I? �5 irtC. 40 Nottingham Drive,Middle Island,NY 11953 Telephone:631 495 8136 Fax:631 980 6455 E-Mail:SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Mr Mantzouranis Certificate No.: 10582 Rough In Inspection Date: Jul 05, 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, Mattituck, NY 11952 Owner's Address (if different): Residential 0 Indoor ❑Basement ❑Service El Shed Commercial n Outdoor ®First Floor El Pool Hottub EJ New ®Renovation 0 Second Floor Attic Garage Addition 0 Survey Other: INVENTORY Single Phase Heat Duplex Rec t 27 P p Ceiling Fixture t HID Fixtures ..._._._-.._ ._. Three Phase � Hot Water . - ._..--------- ------:-:.—........ -' GFCI R - `� �Pt 6 Wall Fixture 7 Smoke 2 Main Panel AC Cond �__---- __-- _.. -•---.------ Single Recpt Recessed Fixture 30 Co Detect• 1 Sub Panel 1-60a AC Blower Ran e R -----—--- 9 ecpt Flourescent Smoke CO Combo Transformer Appliances Dryer Recpt 1-30a Emergency Time Clock- ........ ----------. .. Disconnect Switches 30 .._..-------..- Twist Lock Exit Fixtures -- - Pumps GFCI Breaker Heat Pump - -. - - - -- ---------- P Electric Heat Pool Luminaire Exhaust Fan 1 Other Equipment:1st floor addition and detached garage The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Mr Mantzouranis,,` License No.: Inspected By: Roger Richert Date Of Certificate: Jan 07 , 2013 Signature: - - V so���o Town Hall Annex Telephone(631).76571902 54375 Main Road Fax(631)765,9502 P.O.Box 1179 G Q Southold,New York 1 197 1-0959 � �O BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: 3 . Building Permit No. 3777 Owner: 0VNh171UG-Z /A A/ Z0 V JZaAJ11 (Please print) Plumber: (Please print) I certify that the solder used in the water supply-system contains less.fhan 2/10 of 1%. lead. (Plumbers-Sigtiature) . :. Sworn to before me this k-o� day ofS 2013 N JA, Notary Public,-5-k �- County ccaNNIE D.BUNCH Notary Public,State of New York. No.01 BU6185050 Qualified in Suffolk County commission Expires April 14,2O1(o SOUryOlo 3 �-® 7z Courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: _ i J DATE ® � INSPECTOR OF SO(/j�olo 3L� ( 7 Z, cOUNi'i,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [' ]] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ' r A q � DATE ���� / INSPECTOR SOUI,�o�o�, r T � comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION (] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: _ i DATE �� ✓�� INSPECTOR 71-,--7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: I i DATE �� INSPECTOR OF SObIyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE.CTION [ ] FOUNDATION 9 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [IX FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: goz — �•. t DATE INSPECTOR 3J4'"7),- 7 o��OF SObly�! � o N ,e TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F G / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Y -- DATE j INSPECTOR 35 Of SOcou (/j�o� �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU OATION 1ST [ ] ROUGH PLBG. [ZIF NDATION 2ND [ ] INSULATION AMING / STRAPPING [ ] FINAL [ U] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ow c f DATE INSPECTOR pf SOpT�olo ;Q • �O cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. J ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMIN /STRAPPING ] FINAL. [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) / [ ] ELECTRICAL (FINAL) REMARKS: � � r a_ DATE INSPECTOR SO(/ly �o� ono N 0 40Ury 11," TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: DATE 02 0 3 INSPECTOR CHARLES M . THOMAS 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 WORK (63 7 ) 727-7993 FAX (6 3 7 ) 72 7-SO33 March 16, 2011 Certification Letter Town of Southold Building Department Town Hall Southold, NY 11971 RE: Behr Residence 10415 Oregon Road, Cutchogue Dear Southold Building Dept., This letter shall serve to certify that I have inspected the above referenced construction, and I have found that the following has been provided and installed in conformance with the most recent Building Code of NYS: • The framing & strapping • Rough plumbing (All "Pex" water supply piping, no solder joints) • Insulation • Poured concrete footings for decks. Please feel free to call us with aim S. I STF�, Very truly yours, d',� �► � � Charles M Thomas �''���°� y MA:E:O 2011 TOWOLD � l) COMMENTS FIELD INS ECTION REPORT DATE Gai FOUNDATION (IST) (;j `J�l C6 FOUNDATION (2ND) O ROUGH FRAMING& �p PLUMBING ` 77 x . j_ !7 J . INSULATION PER N. Y. - iig 1 . STATE VNERGY CODE i i ADDITIONAL COMMENTS C O � z 1-3 • .I f z \ x . b i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL :7 '`� ��: * ~. Board of Health SOUTHOLD,NY 11971 'sets of Building Plans TEL: (631) 765-1$02 A, �'-�1� ''�• _. Planning Board approval c FAX: (031) 765-9502 �T ~ Survey SoutholdTown.NorthFork.net PERMIT NO. 3 Check �o '`�::,••. �i `?'?i ` . Septic Form N.Y.S.D.E.C. �jy Trustees Examined 7V J ,20 Storm-Water Assessment Form Contact: Approved ,20 flv Mail to: Disapproved a/c Phone: Expiration,`i "� G ,20 . �r, [ 1 Building Inspector APPLICATION FOR BVI'LD'ING PERMIT Date , •__...... . ._-_____-__.y�.,, .t.;r , ; , 20 .'INSTRUCTIONS a.This application MUST becompletely filled in by fypewrite'r'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 application°may:ilot'be'c©ri menced 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 hiterim, the Building inspector may authorize, in writing, the extension of the pe.^::it for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the " Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder a )//Cis Name of owner of premises C__1g114A 06L PA JE!As14r-VV W)T20ojzomS (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. 4J 3 '72 N Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number 65 Street O�L(,t11ndU D . 14_ 1-T7^UCl Hamlet County Tax Map No. 1000 Section .1 J �• ; Blocks "* ��� Lot 0/t5. .,G 0 Subdivision °'-Filed Map No. Lot (Name) ,.S 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l tla IF L( -Azeic b. Intended use and occupancy (DrrNe�- 3. Nature of work,.(eheck which applicable): New Building - Addition v Alteration T Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existin�structures, if any: Front r✓ Rear .5 Depth Height 17=cP t 'f Number of Stories / — S 7-!j Dimensions of same structure with alterations or additions: Front SCp deaf-- C� . i $(p t Height �7 [y'1 ± Number of Stories /-:S Ty 8. Dimensions of entire new construction: Front — Rear �i� `t Depth ( g r Height j7f��P �� '� Number of Stories SToj 9. Size of lot: Front D¢, Rear , - 02 Depth�/11,g.4S / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ( j=�n�L- / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES �NO Will excess fill be removed from premises? YES NO 14. Names of Owner Of premisesC, 1JA0LZ0jgj N)SA.ddress Phone No. Z4-8--`7/&Z - Name of Architect Address Phone No Name of Contractor CAR MANZI RUfAddress Phone No. 516 74./ 0Q Z 1 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 55111/ ff)/V rZ Oe)& ill 5 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ,(S)He is the (Contractor, Agent, Corporate 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 day of 20 ©8 Notary tAlic DEBORAH J. KRAMER Signature of Applicant Notary Public, State Of New York No.01 KR6028302 Qualified In Nassau County Commission Expires July 26, 200g1 TOE : OF SOUTHOLD P"iOPE'�TY "7ECORD CA07"D OWNER STREET 66 VILLAGE DIST. SUB. LOT ;inn m an u2[ K,_a FORMER OWNER N E ACR. .470 fl�y� �-._lib[,ta 1, m"47, a. S W TYPE OF BUILDING RES. 2 SEAS. VL. , FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ¢ I / irCf�jk t 26AS 8©eo goo l}9 ot� 2 2 Z g 7 _ VtR - Cgo )31 O►)C - Cr_3 r I r l� b l.J e-ffo q r7 1-q QQ& Ll 197' l.Y w/1 fi �a1J r Ise mGa/ I zo I i r,-4ilt a f AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot 'f Z 75 'A BULKHEAD Total DOCK 1P < j 0010missi NONE ■■■■■■■■■■■■■■■ ME EMENNEEMEM _ 4 �'. . ' ■■■E■M■■� �■�■■■■■NN■■ ■MEMO lik MEMO NONE i.- ��.- ��`: ��� ,..� ■■■■INFO■■ ■■E�`l■��EENNNEE■■■■■■ o ■■■ O■■■■����=:■!■■■■■■N■■■MEN! ■■■ MM■■■ME■■■■NOMONEE■®ME ■ NOON■■ ■■■■■■■■■■■■■ ■■■ ■■MENNEN■■■ME■MMEM■EME�NNMEN MOM ----TRecreation Room • : Dormer Driveway 9 /zI 7 ��� Al" cel po re D E E E JAN 1 1 2010 BLDG.DEPT. TOWN OF SOUTHOLD hO��pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUNTY,N`� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 4, 2013 Emmanuel & Paraskevi Mantzouranis 65 Rosewood Dr Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The��g Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) t fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37773 —Addition/Alterations no Cesspoo lr ? wells CERTIFIED TO, THEODORE C. MARTZ JR. R O �7 z WOOD FIDELITY NATIONAL TITLE INSURANCE D R 1'V E' COMPANY OF MEW YORK I N is.a b S. 8673'OOI'E. 146.62' 104 n I ° N 1 A o� � 'Qa.3 O M �V MAY 4,*, " k SURVEY OF LOOTT 4 ATM A TTITUCK C) TOWN OF SOUTHOLD $ , u SUFFOLK COUNTY, N.Y. h � I• 1 � 1000-W-02-15 w o - Scsde: 1"=30' LOr Q i Lor Dec 4, 1M 1, 1AX 19, 1998 (slk hse. 1 gsk 189.04' Z Mail FEB. 17, 1998 ( foundollon ° S. 85.0920' N m vµca^{ v6Ga^r LOT ® o, M g LOT Ao AREA =20,470 sq.ft. ; m JLL TAe/oeellons o/welts da and cesspools shown hereon are from I 1 observations 3 OF NEW and or from dolo oblafned from others. �P ,I-M0.?,o P� v /am funlFpr wlA4 be STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSLWACE SEWAGE ANY ALTERATM OR ADDjX To 7NS SLRVEY&A VKY. 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J -189.64' A Z FEB. 17, 1998 f foundation 1 25�k well S 85•09'20" W. MAR. I8, 1998 r find VOL CGLn� I.:,c_ C i'.�xcli'' c.'•r;. .��L u.. 1�ev9::�'�ii?�R l •na vZi Ali E -1S..i'� r •. Y17-G(y,A I a fi.ti i:•1:"' 1.�:,. E1tti.••NC3�5. . LOT f, t � , 110. % iud.RIO- V147 dl1 LOTti::.vt have been ,t u o<` T :•ucics aid found to AREA = 2C),47C) SCE.f t. h�. r K•;y f=tiitP•rtFt^��c: ap r�D;zocat�.�. ` roe locaff�n� f weft and Cesspools 4 :shown hereon re from field observations -it hen A..Costa,;,.P,c ,tcf and or lrorh �J !a obtained from others. Office of Water and Wastewater Maiagemn,t1111111! �� NF • f �� ���Y.faer�a4'p� I am fair Mar wlfh the STANDARDS FOR APPROVAL. ° -,_�1s1' AND CONSTRUCTION OF SUBSURFACE SEWAGE ANY AL AODITM To TN,S"VEY IS A Vat 7M DISPOSAL SYSTEMS FOR SB+i X E FAA*-Y RESDENCES ,; ��0�1 OiF''&d7 W 0.9 77 E M w YORK STATr: El1UG�T10Vw LAW aKd 1 a,blsle by the conNflons set,forth lh+r+ls and an Iha AS" ti�%� o�� _ .;3_ N . LfC. NO. 49518 Ex EPr AS cTXW 7Ros-�P. ALL MTFIcA'f7tays ertrrlf to construct. HEREON ARE FOR 7M MAP AhP COP918 77�'REOF OALY F p � SAV W OR BEAR TW AMSSW $VL OF JW StRVEYOR WHOSE APPEARS HEREON. �Q� �a �a� (51 sl 0. ADVITOMLLY To COWLY WffH SM LAW THE T W •AL i&?W BY' , :, "T BE V=BY ANYA�ALL xmVEYORB UMaW A COPY ELEVATKiAtS ARE�.ti��� SOU OL STREET of AMOTF£R �,RVEY�R'S MAr TEfers SM As �1►SPECTID AMV To AN ASSLUM pAT1�L �� ��` � 12-30 t.D, N.Y. I1977 •eRoc�cHr�To-nArE'ARE Nor. #v COE�+!°LUNf.'E wtTN THE LAW. ADO CERrFICArJONS 1207198 -- REScheck Software Version 4.1.1 Compliance Certificate Project Title: MANTZOURANIS Report Date:05/29/08 Data filename:Untitled.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 65 ROSEWOOD DRIVE EMANUEL MANTZOURANIS MATTHEW KORN ARCHITECTURE MATTITUCK,NY 65 ROSEWOOD DRIVE 1047 OLD NORTHERN BLVD. MATTITUCK,NY ROSLYN,NY 11576 (516)216-2299 (516)625-8465 'Compliance:Passes Compliance:8.3%Better Than Code Maximum UA:192 Your UA:176 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 670 30.0 0.0 23 Wall 1:Wood Frame, 16"o.c. 832 15.0 0.0 49 Window 1:Wood Frame:Double Pane with Low-E 142 0.340 48 Door 1:Solid 50 0.340 17 Basement Wall 1:Solid Concrete or Masonry 312 10.0 0.0 28 Wall height:4.0' Depth below grade:3.5' Insulation depth:3.5' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 670 30.0 30.0 11 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. Name-Title Signature Date Project Title: MANTZOURANIS Page 1 of 4 Data filename: Untitled.rck Report date: 05/29/08 REScheck Software Version 4.1.1 Inspection Checklist Date:05/29/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,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: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity+R-30.0 continuous insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight 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 manufacturer's 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 clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-4. ❑ 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),mastic-plus-embedded-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: Ej Separate electric meters exist for each dwelling unit. Fireplaces: Ej 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: Li All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable 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: 05/29/08 Y 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.Temperature( F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" ° 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp.Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 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,Refrigerant 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.rck Report date: 05/29/08 [!FZE!:9:1VE�NT1AL 000E OF LAYS BUILDING PLANNING (contd) ELECTRICAL cont'd SMOKE ALARMS RW?rACLE OUTLETS SHALL M PROVIDED IN M ZORDANCE P41H 56GTIONS E3bOlOENERAL KOTES STRUCTURAL �IOTEs L REOUIREMENTS PROVIDE SMOKE ALARMS A5 Plat SECTION 113rT. UNITS SHALL 13E HARD MIRED MTN MOUSH E3601J1 -1. �TO EIEDONE cAUM CEWH A o NE�� I. ALL STRUCTURAL LUMBER TO BE DOU6 FIR No.2 OR BETTER NO I'bRIG IS TO 8E STARTED UNTIL EVIL>ENGE OF WOR1C8Z5'G(OMPEM5M10N BATTERY BACKUP.NI•IERE MIORIG IS PERFORivIED IN AN EXISTING SPACE WHERE RECEPTACLE SPACING SHALL BE INSTALLED 50 THAT NO POiNT ALONG fiNE FLOOR CODE��Yi0l4C STATE Fb SINGLE ■ gO0 PSI,E = I�00;000 PSI. fN9URMNGE AND DISABILITY BENEFITS Gt�VBtAt;E IS NIL®AS,REQUIRED BE At.GES'S FOR KRJM IS NOT PRACTICAL,BAMItY OPERATED UNITS MAY BE LINE IN ANY WALL SWE 15 MORE THAN SIX FEET(b)MEASURED HORIZONTALLY 2. ALL LVLS TO BE TRUS.XIST MAGMILLON OR EQUAL. INSTALLED WITHOUT WIRING. FROM AN OUTLET IN 1HAT SPACE 2. ALL TL�GMCANI..HW TO M OOHS BY A LIGITM MTRICUN AND SECTIONS AND 220 SUBD.b OF THE MNORKERS'COMPENSATION LAW OF THE COM ND PLY"STATE A LOCAL CODES.ALL KM 0 TO BE COPPER. Fb ■ OV00 PSI,E = I,g00p00 PSI. ARCHITECT MUST 51 STATE OF NI�N YORK. FLAME SPREAD AND SMOKE DEWSITY �'-0 ALL Fl.l MW TO BE DONE BY A u RIM ER l MER AHD A STRITION. ANY PRoo+�Gr suBSTtTunoNs PRIOR ro �- s' GOMPt.Y YfTH STATE AM LOCAL CODES. CONSTT211G A FINAL SURVEY MUST BE SUBMITTEDAN Ar COMPLETION OF JOB). ALL WALL D CEILING FINISHES SHALL HAVE A FLAME-SPEAR CLASSIFICATION OF , A„ „� am• ,�r A04 oo~e TIPW QUM I ale n+,vrns�,Awe a �f�. err�,vrr��r e�f r.+Me �nt�� �eF rn�.•e M ELECTRICAL LI DERMRITERS CERTIFICATE MUST BE SJE MITTiM AT THE NOT &KLATEk THM THAN iHO RHA4W(1(AJ)&y h•tK JeW IUN"4. 4 MT14 THE RFS COMAL C017E OF WX YORK STATE NO THE W-CM-•IS COMPLETION OF THE JOB. MOOD FRAME CCNSTRIX"MUINIAU AFC TO BE F005HED AHD � _ •'�r0O0 PSI,E ■ 29Ao0poo P51, ALL INSULATION MATERIALS TO COMPLY MITI SECTION R320 FIXED PANIEL � 4 INSTALLED C 4PLM wTH ALL FEcmw ATiMIR5,aLOG m, 4. ALL STEEL TO M INSTALLED IN ACCORDANCE WITH AISC CODES t3UILOIN6 INSPECTOR TO BE NOTIFIED AT VARIOUS STA6E5 OF THE WORK -Qo .o BROON6,SADQLES,HANGERS,ETC,REO.MW TO COMPLETE MOM t PRAGMES. ALL COLUMNS TO TOP PLATES AND BASE PLATES. AS PRESCIRI6® BY GOVERNING, JJRISDIGTION. FOUNDATIONS tm000 PSF.BEARING GAPAGITY OF SOiLJ ALL HAROKARE WUVM6 BUT NOT LiMTED TO ArI2M,BLOCKINS, BASE PLATE'S TO BE SET IN I'MIN.LGHT STRENGHT LEVELING 3/4'wTH MINIMUM T M FLOOR OUTI.ET BRiD",SAO"Am HANGERS UST BE INSTALLED IN AuoRDANCF GR SLOPE GROUND AROUND FOUNDATIONS AS Plat R4013. THE GRADE ADJOINiPIG wTH But.DtN6 CODE I�EauIREr�e�tTS. ALL STEEL Bars GOFlEGTiN6 To OUT WO ANCHOR BOLTS. NO FOOTINGS PLACED OR DRY WELLS I:OVERFD UNTIL APPROVED BY INSPECTOR ALL FOUNDATION WALLS SHALL M SLOPED AT A MINIMUM OF SIX INCHES(6') YbOD MEHCM SHALL BE TI6HTE M A&ANST STEEL NA,HERS OR PLATES. S. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL PARTITIONS. BUILDING PLANNING KVIN THE FIRST TENt FOOT po'-0'1 DISTANu:FROM THE WALL S. ALL LUM "DMIVERED AND STORED AT THE JOB SITE SHALL BE PROTECTED AND AROUND ALL OPENIN65. DESIGN CRITERIA DID IN FOOTING LEVELS ARE TO Bl STEPPED UP OR DOWN AT A TARTY FROM THE WEA'�Ti M WITH A TARPAUUN OR HEAVY GAUGE PLASTIC. ALL b PROVIDE 'TEf.O'TYPE GONNIECTORS 0 ALL FLUSH HEADERS Z a`?o 0 DEGR�ANGLE. 1HE TOP OF THE FOOTING SHALL BE INSTALLED LEVEL. THE WOOD MATERIAL SHALL BE STOCKPILED ON WOOD DUNNAGE IN RELATNB.Y 1. PROVIDE SOLID BRIDGING/ MID-SPAN OF ALL w '' c�v � CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301�(4) BOTTOM of FOor45 MAY BE SLOPED PROVIDED THE SLOPE DOES NOT EXCEED A Q 4 Fur AND DRY•AREAS. THE AND I PROTECTION SHALL BE PROVIDED FOR THE FLOOR JOISTS OVER 8'-0• IN LENGTH co ~ EQUAL OR EXCEED ILO MILES PER HOURS SHALL BE DESIGNED'IN ACCORDANCE WITH `=' `Y SHIPPING TRiUtlSPORTATiON ANO INSTALLATION OF LUMBER ONE FOOT '-0' VERTiGAL TO T73'l FOOT(10'.1 HORIZONTAL.LOPE 6ENERAI.USE RJ:G@'rAGLE 8• PROVIDE SOLID BLOCKING UNDER ALL POST, t COLUMNS t WALLS. � z ° � ONE OF THE FOLLOWING: ) DISTRUBUTION b. ALL EXPOSED IEXTERIOR DEGIG LUNBOR AND ALL WOOD M CONTACT WiTH MASONRY ^ I. AMERICAN FOREST MD PAPER A550GAT1ONN(AFtPA)HOOD FRAME FOUNDATION WALL TO EXTDV A MINIMUM OF 6'ABOVE FINISHED ADJACENT CRAVE (FIGURE MWI.2) OR STEM SHALLL Be Ara TREATED Y100D. ALL EXTERIOR FASTENEiZS SHAD.BE g. ALL STUDS TO BE FULL HEIGHT PLATE TO PLATE. OZ J W (4'MIMMUM WHERE MASONRY VB+M 15 USET))AS PER R404Jb. 6ALVAMZ®ORNON-FERI¢oUS. 10. ALL TRIPLE A D TREATER LVL STRUCTURAL MEMBERS TO BE 0 O O COMST XTION MANUAL FOR ONE AND TWO FAMILY IDWI3.LINGS WM),OR 1. ALL GONSTRX710N DEBRIS AND EXCESS EXAVAT®MATERIAL TO BE PROPET Y THRGUSH BOLTED CONNECTIONS. BOLTS ARE TO BE ASTM f` Er _ �►- 2. SOUTHERN BUILDING GORE GCINGRESS INTERNATIONAL STANDARD pROViM FOUNDATION WATERPROOFING/DAM"OOFING AS PER R406. A MINIMUM OF ' FOR HURRICANE R1r515rANT RESIDENTIAL GONSTRUGTION(55TD 10);OR b MiL THICK POLYETNNYLENE FILM SHALL E3E APPLIED OVER THE BELOW GRADE DISPOSED OF MI5 PER 60VERNING.liJR15DIGTiONS R.EQUREMENTS. STANDARD A30'T(MACHINE BOLTS).BOLT HOLES ARE TO BE SAME o °- LOADS FOR BUILDINGS t OTHER SMICTRRES(A%E 3);OR PORTION OF THE EXTERIOR FOUNDATIONS WALL PRIOR TO BAC.KFILLIN6. D. AN DEVIATION(FROM THESE GONSTR TO G DOCUMENTS SHALL PROMPTLY REPORTED DIAMETER AS THE BOLT AND LOCATED 2'FROM THE TOP 3. MINIMUM DESIGN '- (,,OLD-FORMED STEELCON511RUGTION SHALL 8E C't'Sai6NED IN TO THE ARGr11Ti1�T IN tMilTIN6 PRIOR TO OMMENGEF4ENT OF SUCC H WORK. t BOTTOM OF THE MCMBL'R USE 2 R4Wr I/2'BOLTS 12"O.G. • 4. ACCORDANCE WITH THE PRDIIISIONS OF THE RESIDENTIAL GORE OF NY. WALL CONSTRUCTION R. ON DRA DIMEws KE TAKE PEE ovER SCALED DIMENSIONS. wvTTEN NOTES 11, NO HOLES BY ANY TRADE IN MICROLAMS AND LVL'S. Q. Q ON DRAWIF165'TAKE OVER T}IE�E 5PE-GIRGAT10N5. ALL E:XIEWOR M MXM AND CLASS DM SHALL BE DE51GW TO RESIST THE DRILIJNS AND NOTGHAN6 OF EXTERIOR WALL")AND BEARING PARTITIONS SHALL DESIGN WiND LOADS SPEGrFIED IN TABLE R3011(2)ADJUSTED FOR HEIGHT AND COMPLY WTH SECTION Rb02 b. DRILLING AP[D NOTCHING OF TOP PLATE SHALL lo. � V THE OE JE;�,M•LI TAKEN 0 PROTECT H T SAREGJ A WORFCLTtS 12 ALL FLOOR JOISTS TU 8E THFOLL 1ST TJI 360 OR 560 SERIES, (jI OGUJPANTS ACID THE GENERA.PUBt.IG IN AC.GORDAJrGE WITH THE REisUI.ATiONS VERIFY MI/MANUFACTURER FOLLOW ALL MANUFACTURES' EWOSSURE PER TABLE R301.2(3). IJNI�S SMALL,BE TESTED BY AN APPROVED COMPLY WITH SECTION R602.6.1. FOR. .S ETY XT THE JURISDICTION THE ARGMTEGT SHALL IN NO WAY BE IQESPbFt516LE DETAILS FOR INSTALLATION. Ii XPENDENT LABORATORY,AND BEAR A LABEL IDENTIFYING MANJFALTURER, p�DE FIR®LOGKIN6 AS PER SECTION RbC2J5 12'-O' b'-0' FOR SAFETY A'T TFiE JOB SITE PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION ACI ZY TO II• DO NOT IMPAW INTE>SRITY OF STRUCTURAL ME MBQRS BY HMWPM DRILLING 13 ALL FRAMING S HAVE E RESIDENTIAL PATH COVE OF NYC TO THE f INDICATE C 4MJANCZ WITH THE REL1UflZMENT5 OF AAMARDVVA 101AS2. ALL HEADERS,TRIMMERS AND BEAMS RUNN1%PARALLEL To AND UNDER PORTIONS OR GUTTING. AV.L WORK SHALL BE AMMATE LY BRACED UNTIL ALL PORTIONS of THE FOUNDATION,AS PER THE RESIDENTIAL GODS OF NY t THE (� :ALL BE DOU LE BLED. TAB R301.4 Residential Code of New York State NZ. BULDINS A�FFEVING ITS STABILITY ARE IN PLACE AND SECURELY FASTENED. WAD FRAME GONSTRUGTiON MANIA. SHALL N eTl?" UJ I�0 d ' (� N � 1/�� I�f J W MR) THIN THE MIND BORNE DEBRIS REGION MALL SHALL.HAVE 6LAZED OPENINGS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS FOR SAFETY A'rTNE JOB SITE. 14 ALL HEADERS TO BE(21 2n10 UNLESS OTHERWISE NOTED. "US WI 'j��'I/�1:� i �;��.� � �►�i���-% F- PROTEGTED FROM WIND-BORNE DBW5 MEETING THE REtDRE:M IS OF THE LARGE BRICK IN 0*44Ei'WILL BE BONDED WITH A F,RL HEADER EVERY SEVENTH COURSE (In pounds per square Foot) MISSILE TEST OF ASTM E I4gb AND OF ASTM E I bbb .BD THEREIN. 13 ALL H NEK AMP G STIN6 STR Must Z5 MADE AND ALL PO°1SIBLE SHRINKAGE ALLOVER BR1l:K OR STONE VENEER TO ANCHORED TO i'F'.AME WALL WITH 22 CASE x 9/b' FOR NEW AND►EXISTING STRUCTURES SHALL BE FULLY CLOSED IN AND MAINTAINED AT?0 VENTILATION AND HEATiN6 GALVANIZED BRICK TIE'512'-O'O.G.HORIZCINNTALLY AND VERTICALLY. USE L L o OCLE FORt A MINIMUM TM r�tcs PRIOR A INSTALLATION OF INTERIOR DRYWALL LIGFIT, LIVE SPAACKLE aF FnNSF1E5. ADIJSTMENTS FOR SHRINKAEE ANtO WARPAGE SFIALL BE MADE BY INTERIOR BATHN9 TO PR+OVIIDED WITH MECHANICAL VEMILAITiON AS PER R'U033. Exterior balconies THE APPROPRIATE SUBF.ONTRAGTOK FOR ONE YEAR AFTER SJOSTANTIAL COMPLETION. I Q THE MINIMUM VENTILATION RATES SHALL BE so GFM FOR INTERMITTE NT VENTILATION ROOF-CEILING GONSTRUGTIOI� pQ W AND CFM FOR GONiTNUOUS VENTILATION. VBNTTLATIOMi AIR FROM THE SPADE AI r THE ENTRANCE OF RAIN OR 5"t D�� 40 erfgN;�� ('� Z FOR 20 PROVIDE ROOF vENrs PROTECTED A6 N5 f r t� ,-{�r� (� SHALL 13E E)QiAl15TED DIRECTLY TO OU151DE. VENTILATION OPE NIMGS SHALL BE PROVIDED w/GORRDr�ION-RESISTANT MIRE P vehw s o FOUNPAT I ON NOTES �a T i • . '• , 0 MESH,m/1/6'MIN.TO 1/4'MAX OPE3�NINSS. THE TOTAL PET FREE VER ILATiNG Attics without s ��if'�D I G�.�✓ Y AREA SHALL NOT BE LESS THAN I TO W of THE AREA OF THE SPACE (. ALL FOOTiN6'r5 SHALL BEAR UPON UNDISTURBED Will w .. 019 � STAIRWAY ILLUMINATION TO BE PROVIVID AS PER SECTION R303.4 ALL INTERIOR VDMLATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED,IM J ATION Attics with storage 20 MINIMUM 3'-0"BELOW FINISH GRADE,HAVING AN SCP14S REF No. RIO AND EXTERIOR STAIRWAYS SHALL BE PROVIDED MTN A MEANS TO ILU MINATE THE SHALL NOT BLOCK THE FREE FLOW OF AIR A MM.OF I.5PAGE 94N1 BE Roo"other thm sleeping rooms (sec.R3023J J 40 AMMED BEiARING CAPACITY OF 3=PSF. ell STAIRS,INCLUDING THE LQOPZS AND TREAD'•. INTERIOR STAiRWAY5 SHALL BE PROVIDED BErrM THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION Ste morns go BEARING CAFPAOTY OF SOIL TO BE VERIFIED BY THE O , O aQ DRIVEP W OFF EACH PROVIHLLA M OF TH KIM AN E ST•At AL LIGHT RWAY FOR INTERIOR SSTA ARTiFIV&LIGHT OF THE VBiT. �� GOAT RAGTOFR PRIOR TO PL.AC.EMByT OF F00TING5. "°O C C U PA N C Y,091 SOURCES SHALL BE CAPABLE OF 1LW xATING TREADS AND LANDINGS TO A LEVEL ENERGY EFFICIENCY Fuard►ails and haulralls 200 '2. WITRAGTORZ IS To VERIFY ALL FIELD COPDITIONS PRIOR TO _.� . - r of NOT LESS,THAN 10 1`00T-0MbLES MEASURED AT THE MTE R OF THE TREADS AND ALL HEATING AND AIR GONDITIOMNG EQUPME"rT SHALL PERFORM IN ACIARDANGE BC-GINNIM.S OfF CONSTRUCTION AND 15 TO REPORT AN1'AND S. 1 7;ltKr , ,�16.et USE IS UNLA tWFUL Q LANDINGS. EXTERIOR STAIRS SHALL BE:PROVIDED MTH AN ARTIFICIAL MIT SOURCE MTH TABLE ACC NIM.1 OF THE GODS TABLE R301.6 Residential Code of New York State ALL DISCREP'ANGIES TO PC ARCHITEMT. LOGMID IN THE IMMEDIATE VIUMTY OF'THE TOP LANOrN6 OF'THE STAIRWAY. ALLOWABLE DEFLECTION OF STRUCTURAL MEME:BERS WITHOUT CERT'� EXTERIOR STAIRWAYS VIDING PROESS TO A BASEMENT MOM THE OUTSIDE CRAVE ALL HVAC PIPING SHALL SHALL INSULATED IN ACCORDANCE WITH TABLE N11033. 3. ALL CONSTL XTIN WILL CONFORM TO ALL STATE AND LOCAL I ` LEVEL SHALL BE PROVIDED MATH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE ppl.ErTIG HOT WAT73t HiEATTNG EQUF'MEMr SHALL BE SUB.IEGT TO MIMNIIM FEDERAL ALLOWABLE CODES,LATEST EDITIONS. i, • � 00 Q O F OCCUPANCY. iMPNEDIATE ViGRMTY OF THE BOTTOM SAVING OF THE STAIRWAY. STANDARDS AS PER TABLE M104J AND M104.2 AS APPLICABLE DEFLECTION 4 ALL GONGREITE GONSTIZUGTION SHALL CONFORM TO THE AMERIGAN R �` s, g`0�31 `^ S NOT iREOIlIRED AT THE TOP AND Rafters slopes greater than 5/12 CONCRETE INISTITUTE'S 'BUILDING CARE REQUIREMENTS FOR EXCE3'TTON: AN A"FVAL U6HT S"CE LOCATED DIRECTLY MECHANICAL SYSTEMS mith no fIMsFHed ceiling attached to ratters LA60 p I , BOTTOM LANDING,PROVIDED AN ARTiFIGIAL LIGHT SOURCE B LOG I"9 REINNrORCED CONCRETE,AGI 31". N I, I "' �� ?' �y , ` . ' V z OVER EACH STAIRWAY S%TION ALL HEATING,VENTILATING AND AIR CONDITIONING SYSTE M5 AND WORK SHALL BE InteriorWells and tittoris H/I80 5• ALL MASONRY WORK SHALL WITH "NATIONAL �__J___ V _.e ' '�` -% X ° TOILET,BATH t SHOWER SP/1GL-S INSTALLED IN ACCORDANCE WITH CHAPTERS IS THROUGH 24 OF THE RIESSIVE NTIAL tr'.: • LA ALL PL UMi61N6 FIXTUURES SHALL BE INSTALLED MATH CLEARAHM IN AC4ORDANGE CODE OF NEW PORK STATE ALL LOCAL RULES AND RJ:f41l.ATIONNS AND AS SPEGiFI® Floor and fostered Ceti L/S60 CONCRETE MASONRY ASSOCIATION STANDARDS' LASTEST EDITION. � ^ �e 3'� �, �' wis MATH SECTION R3O?,Fl6lURE R301�OF THE GODS BY THE LATEST EDITION OF THE NATIONAL FlR`c:PROTECTION ASSOGIATIONi. All other structural rrHerrHbers L1240 6. THE ULTIMATE CON�RE551VE STRENGTH OF CONCRETE _ AT 26 DAY5 KILL BE: y ' U �in �A� � ' ALL MEGHAMGAL 5Y'STE MS,E�G1UI MDrr.APPLIAdNGeS,,ETC.MUST BE LISTED Exterior marls wrth plaster of shxco Fkitsh H/360 �e� � Trro' � �i BATHTUB AO SHOMER FLOORS AND WALLS ABOVE BATH nM INSTALLED WITH FOUNDATIM t FOOTINGS 30000 PS.1. �, ►I. �,�. - 4 m .._ 90,11ER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FiRSFEID KIM A Sr u8ATIO AID INSTALLED IN AC,GORDAK�WITH THE MANUFACTURES SUUBS 3,500 PS.1. 9 q �' .�NONABSORSENT SPECIFICATIONS,LISTIN6MBE1.AND THE GOO._ Exterior mails -mind loads with brittle Finishes L✓240 � `r~~ � SURFACE WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT Exterior malls -wind foods with Flexible finishes LESS THAN b FEET ABOVE THE FLOOR LJI20 -i ALL Ct01'NG17ZM SLABS WILL HAVE EXPANSION OR CONTROL �p i , ,DD , ALL PUB.,GAS SPACE HEATING APPLIANGE5 AN RESIDENTIAL BUiLDIM65 SHALL JOINTS AS RE:lUUIRED. ..,�/ '� GOT `r � � x APPROVED C�O��� �?S I`,jOTEI� 4' 4' 4' 2' 8E EQUIPPED WITH A FLAME SAFEGUARD DEYI:E t"1.4IGH WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT iS EXTIN6UISHEO. ,'TA7cumAm R301.20) Residential Code of New York State I DATE: �' 6,P � r� AND GEo&RAPHIC DESIGN CRITERIA I' O N , t _ U'.p r', 1 �/� •p 1 2•c TEES 1L� - 6Y:__���. ,� PLUMBING y f •* NOTIFY BUiLD INO LDEPAR T I ENT AT .11 WkHd '" �s�UB.EGT TO DAMAGE FROM Ice Shield ,�,, `` r7 1802 S AN.'E 70 �}PPvS Fflr=s THE 6ROI>MD �,SEISMIC Wlntesr 1��I�'I Uy , �'•.-_ underlay- Flood al�TncN � 219 ALL PLUMBING MTE M5 AND WORK 5NALL BE MTALLED IN ACCORDANCE MATH SNOW P DESIGN Frost Line Desie� ment Hazards 4 DLLO',VIP! IN SPEED ( ) Weather) Termite De T 0 , -Ieg.0 Z G Ih,SPECTIO,�S: !/ FOUIN;UATION - RPVO REQUIRED CHAPTERS 25 TNNROUGHN 32 OF THE RESIDE3rTiAL COVE OF NEW YORK STATE LOAD CATAGORY Depth emp' required LOr k FOR PO�UR� ' r�'- - CLEARANlGE LAVATORIES _D CON( ,,ETE AND ALL LOCAL RUES AND RE6U.ATIONS. �,,c I10 •�� Moderate Slight to � p� 2y- I r, WATER CLOSET THE gTITRE PLUMBiNN6 SY5113~I SHALL 8E 1ESILID IN AC,GORDANIGE KIM O 20 EXPOSURE B SUFFOLK: G SEVERE 3'-O• to Heavy Mod ate SUFFGLK:11 NO F.E.M.A. e3.Og-2O R• 2. ROUGH - FRAMING ca PLU LING 1T OR BIDET SECTION P2503. �.. v I-c 0- "M C,�i r� C'r 159 !S well S. n� � � � 3. INSULATION SHALL BE INSTALLED IN TRENCHES 50 THAT THE PIPING RESTS ON 22 •' WIND BORN DEBRIS RE61ON WITHIN ONE MILE OF COAST LINE c SOLiD AND CON IN CU WS S BEARING. ru ALL MN)O TO BE 5UPPLIED 011PACT RESIST COVERINGS OF PRE-GUT 1116'WOOD STRUC URA,L -(�,j;"�• Ir,I'N I/tT� I,.� 4. FINAL -6E COMPLETE FOR ON MUST R C.O. ` Z PAR-5 w/ATTAGMMENT HARDWARE OR IMPACT REISTAXT CLAP MEETING TIME REQUIREMENTS �piJ(i� 1"�� ALL CONSTRUCTION SHALL MEET THE � A'SOIL.OR WASTE PIPE,OR BJi1DiNG DRAIN Pd6SING UNDER A FOOTING OR O OF THE LARGE MISSILE TEST. v a`c d" f LOT O MIi 1 i� REQUIREMENTS OF THE CODES OF NEW .>> ,R THROUGH A FOUNDATION WALL SHALL BE PROMO®WITH A RELIEVING ARCH; ' OR 1HNERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE SLEEVE TWO TABLE R402 2 YORi< STATE. NOT RESPONSi6LE FOR C'� •\ / 2t� PIPE�� � �THE PIPE PASSINFi,� O MINIMUM SPECIFIED COMPRESSIVE STRENGTH Or CONCRETE LOT 2 470 ,'4 •f f"• DESIGN OR CONSTRUCTION ERRORS. CLEARANCE 30'MiN 4 MiNIMUM SPECIFIED COMPRESSIVE STRENGTH" (Fc) AREA - 20, q V ALL GOPiNL�TIONS TO THE POTABLE HATER SHALL GONP•ORM 110 SECTIONS --- - CN.EJIRANGE P24024.1 THIROIICFN P2402.43. TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATH�fERiN5 POTTEN I IAL b -- - - -- IN FIRONT g SHOWERS AND�COMBINATIONS MALL BE EQUIPPED MTN CONTROL NEGLIGIBLE MODOZATE SEVERE MINIMUM FIXTURE CLEARANCES OF IOPBNiNG Z VALVEa OF THE P BALANC.E,THE THQMMOSTATIG MIXING OR THE GARAtOE5 COMBINATION P BALANCE/i f M05TATIG MIXING VALVES TYPES WITH BASEi DIT WALLS,FOIJNDATI0NN5 AND OTHER CONCRETE 2500 2"0 2$00 PROVIDE FiRE SEPARATION BETMEEN 6ARA6E AD THE RMIDME AND ITS ATTIC AS M6H LIMIT STOPS. a NOT EXPOSED TO LENT WEATHER RETI�lN STrF?n,� `,!,STEP PI LINOF PER R3011. SEPARATE SF#lTOFF VAWES WILL BE PROVIDED FOR EACH BATNI?OOM AND BASEMENT SLABS AND INTERIOR SUBS ON t RAVE, 236 2"0 2"0 2,!W _ . THE GARAGE FLOOR 15 TO BE A NON-COMBUSTIBLE FLOORING SLOPED TO DRAIN KITGHENL O EXCEPT GARAGE FLOOR SLABS 9r-�"i� f� 6 �(- �L/�� ���� 1 ��G/� % o f 7H E l v 1��,k��r TOWARD THE MAiN VEHICLE ENTRY DOOiRWAY PER R5M3. UIJDERWRITERS CERTIFICATE ET�IERGENGY ESCAPE d RESGIJE Of'ENIN65 THE WATER G1PPl.Y FOR 015HWASHI@t5 SHALL 8E PROTECTED BY AN AIR GAP Z OTHER Vt'RTI15,FOUNDATION WORK EXPO OSED T WEATI�ER 2' 3e 3a - - O - OR INTESM BACK FLOW PREVERTM ui � /�. �.���/t/I/,�/ i1 - > R uIRE� C � ,P,O IVOT��DGEED WITH -- PROVIDE OPERABLE Y ESGA'E AND Rt�aSCi1E OPEMNI65 AS PER R310. THE DISCHARGE FROM CLOVES WASH%MACiANES SHALL BE TINROUGH AN a ,CARPORT SLABS AND STEU'S EXPOS.IM TO THE a. . � � �v 1•'�' FRAMING UNTIL SURVE A.l.S.t.�PiN6 ROOMS AN)HABITABLE I�P11GM LOCATED IN B ASEMENT5 SHALL c 2,500 3pOd0 3500 i�) �P rJ �Z�1✓f IIU Q�IO pi �' , f'�I�1 T'r "(�Ll G'/ r, (� AIR BREAK MEATH7M AND GARAGE FLOOR 5LAE5 I _ OF FOUND r " HAVE MINIMUM OF ONE(I)EMERG MY ESCAPE AND RESSGUE O INS WITH A v>' ATIr Ti THE MAXIMUM WAT1:1R CONSUMPTION FLOW RATES AD QUANTITIES FOR ALL Lu V�� : W, Q'7t� !� '!i 'r .'" Ji J ✓" HAS BEEN APP,;0'JED. � s� o � MAXIMUM SILL HEIGHT OF FORTY-FOUR 1100S (440)ABOVE THE FLOOR,MINIMUM -I f m 9,1 Few TER loWW M=60"H� i A -- ( y 2 2 2\ 51 SQUARE FOOT NET AREA MINIMUM TMENTY-FOUR(240)CLEAR HEIGHT AND PLUMIm FIXTURES AND FIXTURE FITTINGS SHALL BE IN AGGORDANCE MTN co A.AT m M"Pg. �Q MINIMUM TWENTY NIGH W)CLEAR W1DT11. TABLE PA"I. � a see rAM baa'U rat WATMMO F0IEN I ALOF NE`N G WwAtem IN Tide LMATt Ms T Mr MAf se ejs=to rre Arc trWM OMENS tCNST Zr4H SPOLL W AIR4WTKA1PW torCWM IN STAIRWAYS ALL POTABLE WATER OPBrAr65 AND OUTLETS 3FNALL BE PROTECTED BY AN AGf.OIdAHGE wTM roarrete o. STAIRWAYS SMALL COMPLY MTH SEGTICNi R314. AIR 6M',A1MO5PFERIG TYPE VACUUM BRFAKTTR,PRESf�i1RE TYPE VACUUM o•It m s'tAtL ea An emeAlreo.tmAL AIR tCHrert A'l7eCQR eY v+our+*eF toNCRettl saAu►Tor eE Liss tww a rerecerr o+e irrAM recerr D' D ,.PLUMBER CER,TIFICF, �''•"""'""0en°"M'"°""Y*'0 •A X INCHES M CLEAR MDiH BREAKER OR HOSE GONEGTION BACK FLOW FREVDtTER. e.xe 9MMN R4022 rat wreru� CbM toNfeet �i y� T `tP r q� r� /�, - rc,��.hM,a..a�attir,,.c,a a,.h.. RTY � � I I'�� I • `� S �r� "'1✓�i � I STAIRWAYS SHALL NOT BE LESS THAN 11 -SIX Obi) �� ! b LEAD , NTENT 6c :Mr ffk.'�kCluafv pop.rtY ffl ffr eRhRM ABOVE THE PERMITTED HANDRAIL.HEIGHT AND BELOH THE REQ1111RID HEADROOM r ■"d ff+r•o,.end nuhhca,m"anew a. HEIGHT. HANDRAILS MALL NOT PROJMT MORE THM FOUR AND ONE-HALF INCHES SANITARY DRAINAOE TA ALE R301.Z.1.2 C�?.o t��'C Ir1�t�? F OFOCCU ' fh.o,�"Al.�.►a",rh 41n') ON EITHER SIDE of THE STAIRMl111: THE HEIGHT of A MISER SHALL DRAIN,WASTE AND VENT P1PtNNG AND FITTING MATERIALS SHALL COMPLY MTH r . DEBRIS PDO,'4`ECT10i�F Q �� �� `� • pw«• 1 �' G0�r �' '(S0LDEp : •' � !N VfIA > "rw a Mp'ticMn"f+y."�rtrn+oa In _._ __. ..._._ _ ...------_ �.-_ DAL k pmm thM wr oo hY NOT EXGET37 E 16Hr AND ONE-QUARTER PINCHES(b 1/40),AND TRIEAD5 EXCLUSIVE TABLE P30021. FOR p P ,06 °d'xe SUPPL` 1 ,° r r, j, 'paw f� . of NOsiN6,SHALL NOT BE Le THAN NiNE INCHES W). NOSINS SHALL NOT BE Bl1ILD"SM PIPING A,D FITT1N IM MATERIALS SHALL COMPLY MTN ' sM• m wHh ffM eRh Mc,wR" THAN ONE SAND ONE�NIARTER �� - `�/p' *1 r� Iy� �• I �T' �/.� o I �'!�%EED L 1 i l_ : ►(„ ." LESS,THAN THREE-QUARTERS INCH(3/4)NOR MORE TM TABLE M02.2. PROVIDE WOOD STRZZTLRAL PANELS I` .�e�����M ,w ,n , INCH A 1/4'). LANDINGS SHALL NOT BE LJESS THAN THE REQUIREED MOTH OF THE STAIR FASTENER 3PAgMQ WITH A MINIMUM THICKNESS OF '1/16" I thp��«,a,�f,,,.�„m.,r�M .� ' secMpMnc.d M,.,..Rafrctnn, I ELECTRICAL FASTENERTYPE PANEL SPIN <PA41VQ SPAw <P tll.imml 438 mm APA►NELS SHALL BE � f HANDRA LS 4 FOOT 6 FOOT FEET(2AND A ) r-"� . ,/�f�. . �D .. �:�I .; � I"•T � �_ .._..•- _ t? r.,;:� vV�.STE PROVIDE HADRAILS AT ALL STAIRS TO,COMPLY WITH R315. HiMORAU SHALL ALL MTRICAL SYSTEMS AND WORK SHALL LIE INSTALLED IN ACCORDANCE HIM <4 FOOT <Q FO13TT c O FOOT PRECUT TO COVER'THE GLAZED S � r BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY HIM TWO OR MORE CHAPTERS 33 THROUGHI 42 OF THE RESIDENTi�L GODS OF NEW YORK STATE AND � I? I ^GPI Date: �j7 M� pa V�'i' -r/l���° om RISERS. TOP OF HANDRAIL SHALL NOT BE LE 95 THAN THIRTY-FODUR IN AM A,L,t•OCAL, MD RE6JLATIONS. 2.5• 06 OPENINGS WITH PROVIDE I �, � /f j� �0 �� I � �j' , Mb00 I6' 12' g' HARDWARE PROVIDE. ATTACHMENTS �{ (34')AND NOT MORE THAN THIRTY-EKHT'INCHES,ft). ALL RE WRED HADRAU MINIMUM LOAD FOR S�VIt:L CONDUCTORS IUD SIERVIGE SHALL BE PROVIDEID IN �� III I ),j Scale• - - - - iJD. =T� i N OF BE GONTINIAIS THIE NUJ.L E3r6TH of THE STAIRS FROM�A POINT DIRECTLY T U , I ` u l' �t�I "�i/1 t-a 4 i D 94ALL ��r � ACCORDANCE WITH TABLE R301.2.1.2 NAILING & CONK TIONS ' Drown: ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST DEVICES THAT SERVE ON HUNDRED PE�ta"(it r0%)OF THE 01'O-L OR SHALL BE DESIENED TO RESIST RISER of THE RIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEKL LOAD SHALL BE COMPUTED IN AC.CORDANGE 4TH TABLE E3502.2. 2H OP�besGRB"!5 I6' I6' 12' THE COMPONENTS AM CLADDING /' I ADJACENT TO A UAW.SHtAII HAVE A REQUIRED. N r'J�1 G i���f' � N POSTS OR SAFETY TERMINALS.HA MA L5 IN AC�(MANCE vM TABLE E3T012. ALLOWABLE LOADS DETERMINM IN ACCORDANCE ��. Title: SPACE OF NOT LMS THAN ONE AND ONNE-HALF INCHES(I in')MTMEE N THE WALL WIRING `•AN'w-0E APPLICATIONS FOR WIRING METHODS SHALL ESE IN AC,GORMANGE MTH TABLE 3T01.4. role�,1 +i•aA 1 roar.say I rollrc.0.4s k4 WITH THE PROVISICN�NS OF THE L� �•'D r�, I"U r'et HIM•IA04 kv'''AND THE HANDRAIL GENERAL INSTALLATION AND SUPPORT REUIFTmENTS FOR MIRING METHODS SHALL BUILDING CODE OF NEW YORK STATE. ALL CONST�!J^TION SHALL GUARDS A.FAST TAei21b ALL OC I A m•H AT O V"Arc A ss��oor S Tenor MDer A •� BE IN AGC,ORDAfiGE wTN TABLE Ei102.1. e.f��„K,L ee MlSTM.1JeD AT orrasR�s eos of the rloov streuenAeAL,Ara. PANELS ARE TO BE STORM ON SITE •E �` f;r iH�/� PROVIDE GUARDS AT ALL.PORGIES,BALCONIES OR RAISED FL00R SURFACES a wins s�BE Hoe COMM OR ne eon KAM AND NUMBERED WITH THEIR M E _ LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR RAISED OR.SU AS PER ALL BATH,TOILET,KITCHEN AND GARAGE OUt1.ET5 SHALL BE 6Rd�D-FAULT o.wea sae i Am ATrMmW ro xAeonerARM.T+er!lluLL ee ATrACHM G,ORRESPONDIN6 WIINDOWS. IN i1RR1JF'T13t PROTECTION APPROVED DE1/IGE. uU "rArM "ItATk A Rr ANCHM w,v�A HPrw+re UI WTE MAWA►e. G U�� -jr, SECTION R316. OF 4W -- - - __ •n_-: _.. z_t: =c�i�..____- '-'.;�_a a t!"cS'__�1I�1�'"i3L':Ls.eltf'-.'_."�_�'2!.r. -- - - - _ _ _ _ _ - - - ..__ _ «...,...,.....-.,.... ..._ .. ... _ _. TULE3.1 NAILING AND STRAPPING NAIL SPACING FOR SHEATHING @ PRESSURE ZONES ANCHOR BOLT SPECIFICATION REVISIONS: NAILING acHEouLE NUMBER OF (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) ZONE 1 ZONE 2 ZONE 3 ZONE 4 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEWADDITIONS) DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS NAIL SPACING NOTE: FIELD 8"O.C. 17 O.C. 3"O.C. 4"O.C. TYPICAL TYPICAL RIDGE ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR BOARD PANEL EDGES 4"O.C. 6"O.C. 3"O.C. 3"O.C. SPACING CORNERS ROOF FRAMING 'SIMPSON' EQUIVALENT-CS20 (COILED STRAP) 3'-0" o.a. (two st°nJ) b" min. RAFTER TO TOP PLATE ("TOE NAILED) 3-8d PER RAFTER (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) R OFR I I I A 6'-0"o.c.(one story) 17'max. CEILING, JOIST TO TOP PLATE(TOE-NAILED) 3-8d PER JOIST O O O O O O Qt 3 O GELDING,JOIST TO PARALLEL RAFTER(PAGE-NAILED) 6-I6d EACH LAP AT RAFTER TO RIDGE CONNECTION b-I6d EACH LAP FOR RIDGE STRAP- (3)80 COMMON AT EACH END OF STRAP COLLAR TIE GEIL9N6 JOIST LAPS OVER PARTITION (PAGE-NAILED) O (DE COLLAR TIE TO RAFTER (PAGE-NAILED) 2-I0d PER TIE FOR ALT.COLLAR TIE- (3)10D COMMON NAILS AT EACH END Q • �' z 0 BLOCKING, TO RAFTER(`ROE-NAILED) LO 2-8d EACH END LAN I- RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END 0 O O O 0 (D Q . m (0 v o nw RAFTER 3"SO. x 5/16"WASHERS (Dv WALL FRAMING ROOF z CO o A a? AT RAFTER TO TOP PLATE TO STUD CONNECTION • �- w TOP PLATE TO TOP PLATE(PAGE-NAILED) 2-I6d PER FOOT FOR STRAP- (3)80 COMMON NAILS AT EACH END OF STRAP ix&END NUT SETUP —� „ z co o OP PLATES AT INTERSE.0TIONS(PAGE-NAILED) 4-I6d JOINTS - EACH SIDE FOR MTS12- M 100 COMMON NAILS AT EACH END OF STRAP O2 O 0 DOUBLE SILL PLATE z J w T (SINGLE FOR SLAB ON _ «, 0 X STUD TO STUD (PAGE-NAIILED) 2-I6d 2400.6. BY'SMIP30N' Q © © 3 Q 3 GRADE APPLICATIONS) p O Q CEILING • JOIST 5/8"DIA.ANCHOR i- d a _ At] z_ HEADER TO HEADER(FADE-NAILED) I6d Ib o c.ALONG EDGES ' a I E D o a J TOP PLATE OR BOTTOM PLATE TO STUD(ENO-NAILED) 2-I6d PER 2"x4" STUD NOTE: GABLE ROOFS # HIP ROOFS BOLTS(TYP.) E A-4 FEET IN ALL CASES POURED 6. U J CONCRETE NAILING REQUIREMENTS ARE FOR 120-MPH 3•SEC PEAK GUST.11J 3-Ibd PER 2�xbM STUD FOUNDATION � SPACING IS BASED ON 1/2"SHEATHING&8D COMMON NAILS '• O. (� 4-I6d PER 2 x8 STUD WALL .i J BOr7OM PLATE TO FLOOR JOIST,BANDJOIST,E'NDJOIST OR BLOCKING 2-I6d �'� PER FOOT SECTION j (FACE-NAILED) NOTES : D FLOOR FRAMING AT STUD TO FLOOR ASSEMBLY 1. USE 5/8"DIA.ANCHOR BOLTS W/MINIMUM r EMBEDMENT INTOIL V TO STUD CONNECTION CONCRETE W/3"SQUARE x 5/16"WASHERS AND END NUT SETUP. W 4-6d PER JOIST ONLY APPLICABLE FOR TINO STORY CONFIGURATIONS) SPLICING O F TOP PLATE (Required for all New Construction � JOIST TO SILL,TOP PLAITE OR GIRDER(TOE-NAILED) ( ) _ and/or New Additions) 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY �- �' BRIDGING TO JOIST(TOE-NAILED) 2-6d EACH END MTS 18 HOLD DOWNS FOR SHEARWALLS. FOR STRAP- (EI)10D COMMON NAILS SHOE PL BLOCKING, TO JOIST(YOEE-NAILED) 2-6d EACH END AT EACH END OF STRAP TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO V SUBFLR. 17'MAXIMUM FROM ENDS AND CORNERS. z BLOCKING, TO SILL OR TiOP PLATE (TOE-NAILED) 3-Ibd EACH BL.� FORALTERNATE- (14)100 COMMON NAILS FOR WIND EXPOSURES-'B'+'C' FOR WIND EXPOSURES-'B'+'C' a LE04MR STRIP TO BEAMI(PAGE-NAILED) 3-I6d EACH JOIST STRAP AEG• FOR EACH STRAP RIM JOIST FLOOR ONE STORY and/or SLAB ON GRADE ALL OTHER CASES Q (TWD STRAPS TOTAL) JOIST Z O JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 41 Building Minimum Building Minimum BAND JOIST TO JOIST(FEND-NAILED) 3-I6d PER JOIST TOP PL Dimension (ft.) Splice Length (ft. Dimension (ft.) Splice Length (ft. BLOCKING AT E N D W A LL 0 J i FOR SECOND FLR.- SHEATHING TO OVERLAP Y Q BAND JOIST TO SILL OR'.TOP PLATE-(TOE-NAILED) 2-I6d PER FOOT AMMONS FIRST&SECOND FLOOR& � 12'-0" 3-0" 12-0" 2-0" (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) Z STUDS BY MIN. 12" ROOF SHEATHING 16'-C" 4'-0" 16'-0" 3'-0" RIDGE Q 20-0" 5140" 20-0" 4'-0" STRLIGTURAL PANELS 8d b" EDGE/ 12" FIELD BLOCKING 2 BAYS I Z ol 24'-0" 6140" 24'-0" 4'-0" BACK @ 48"o.c. DIAE�ONAL BOARD SFEAITHIN6 0 28'-0" T-0" 28'-0" 5'-0" v I"x6' or INN" 2-6d PER SUPPORT - ATTIC Q I'xl0"or WIDER 3-8c1 PER SUPPORT 32'-0" 8'-0" 32'-0" SHOE PL 36'-W 91-0" 36'4" 7'4r z CEILING SHEATHING SUBFLR. 40'-0f' 111-0" 40'-0" AT STUD TO FLOOR ASSEMBLY 50'-0" 13'-0" 50'-0" z TO SILL PLATE CONNECTION RIM JOIST FLOOR Q 6YP�IJM WALLBOARD 5d COOLERS EDGE /10 FIELD v FOR STRAP- (8)10D COMMON NAILS JOIST 60'-0" 16'-0" 60'-0" 17-0" Uj WALL SHEATHING AT EACH END OF STRAP 'SIMPSON' FIRST&SECOND FL QSTRUCTURAL PANELS 8d b' EDGE/12" FIELD FOR ALTERNATE- 12 8D COMMON NAILS LTP4 •• . • -'SILL PL _ 801-T 27-T 801-T 16_(r FIBERBOARD PANELS STRAPCONFlO. ( ) I.L. LTP4 (12)80 COMMON NAILS •. . Top Plate " 6d 3" EDGE/6" FIELD ; •• . Splice Length BLOCKING 2 BAYS Q /b" FIELD 1.Tabulated splice lengths assume Top Plate to Top Plate BACK @ 48"o.c. 8d 3" EDGE Q ,f32" _ I — connections using(2)16d nails per foot,for shorter 5d COOLERS l' EDGE/10' FIELD • • splice lengths,the nail spacing shall be reduced in order 6YP��UM WALLBOARD ° to provide an equivalent number of nails. V • •, . EXCEPTION: HARDBOARD 8d 6" EDGE / 12' FIELD 2.Tabulated splice lengths assume a Building located in WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE � PAR'nGLEBOARD PANELS 8d 6" EDGE /12" FIELD Exposure'B'. ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. u- DIAE0NAL BOARD SHEATHING 3.Tabulated splice lengths are based on 8 ft.wail heights 1L! I'x6' or I'x8" 2-gd PER SUPPORT AT STUD U PLATE CONNECTION ASSEMBLY 'SIMPSOM 'SI for other wall heights, H the tabulated unit lateral loads Z SP3 SP4 shall be multiplied by H/8. < I'xl0" or WIDER 3-bd PER`- �T (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 4.Top plates shall be a minimum of stud grade material. ~ FLOOR SHEATHING FOR SP4 STRAP- (8)1�COMMON NAILS ' LLl AT EACH SIDE OF STUD :'; , .. .•.• �•. � :. • : �""' . .^ ' • a STRUCTURAL PANELS FOR ALTERNATE• (8)10D TO STUD& :• :• •; •' - RATIO LIMBS=HIL<3�R • a• BP IR BY IS I" OR LESS Sd 6" EDGE / 12" FIELD SP3 STRAP CONFEG. (e)10D TO PLATE - __ _ -- _ - d FOR cI ARITY T SHOWN e GREATER THAN 11" IOd 6' EDGE/6' FIELD _ DIA60NAL BOARD SHEAITHIN6 ALTERNATE STRAP END VIEHV SOLID BLOCKING� CONFIGURATION SEAMS I'xb' or I'x8" 2-8d PER SUPPORT SECTION I"xlO" or WIDER 3-P.d PER SUPPORT , HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) i 1. WAILING REQUIREMENITS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE IF WALL SHEA'THIN6 IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER f2•TMREApEpROD '— PLYWOOD SHEATHING ---_._ ;�-- �� --� ' 8D COMMON NAILS @ 6" SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURALDOUBLED,MEMBERS SHALL BE DOUBL ,OR ALTERNATE GOWE-CrORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. O.C. EDGE&FIELD. 2. VWEN WALL SHEATHINIS IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS u CN COUPLER NUT �-- ---�� r SHALL BE PERMI TTED TO BE REDUCED TO I-Ibd NAIL PER FOOT. 31/2"MIN.EDGE DIST. HOLD DOWN SEE - 2-16D COMMON DETAILS THIS SHEET 'SIMPSOP4 HDQ8 NAILS @ 6"O.C. Vti`� � VV & STRAPPING A P P I N G AT NOTE: OR •. FOR FULL LENGTH .~•- ALL STRAPPING TO BE 1 IICX20 GAUGE STEEL OR 'SIMPSO�V'PHD6 OF STUD y A.- NAILING EXTERIOR W II N D O W / DOOR HEADERS 'SI MPSON'EQUIVALENT-CS20(COILED STRAP) s• .E:MB 8 3/8"MIN.END DIST. ! ,, (ALL STRAPPING SHALL BE INSTALLED PRIOR TOl (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) SHEATHING.) BLOCKIN( \ :M @ ENDWALL HOLLOW COLUMN UPLIFT CONNECTION 1.. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN,SHALL BE q 02 CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. OF . NAILING SCHEDULES' :B (WOOD FRAME CONSTRUCTION MANUAL) 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. ROUGH OPENING REQUIREMENTS FOR 1MNDOWOPENINGS 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR iA CONTINUOUS LOAD PATH. These drawings and accompanying speeftahons,as instrurnents of son,". • S H E A R W A L L S E G DETAIL (TYP) are the it use eve p bhcat a fhh arch ct Notation ' A B C D E F ALL STRAPPING,ANCHORS,HOLD DOWNS, / raes�h,cnMerotthe on��rbr�aa i�rn�,� Rou��h &ADHESIVES TO BE INSTALLED AS PER they were prepared Reuse repro. Opening MANUFACTURES SPECIFICATIONS. OR 'SI P,' N P wfiole°r r pert,t prohibited except in 2 (1)2x4 1 1 1 1 A OR 'SIMP;SON PHD6 duction or publication by any method in 4 (1)2x4 2 2 2 2 A FIRST FLOOR ATTACHMENT OPTIONS written permission from the architect TM to Mese pans and specficatgns WIND UPLIFT DESIGN shaA remain with the arch"wMxxA 6 (2)20 or(1)2x6 3 3 3 3 D 'SIMPSON HDQ8 (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) WOOD FRAME CONSTRUCTION MANUAL preNd"and visual contact with them shag 8 (2)2x4 or(1)2x6 3 3 3 3 OR FOR ONE t TWO FAMILY DWELLINGS(111015 EDITION) ac"co is lute prima stricp.evidenceor 'SIMPSOM PHD6� •• acceptance et Mead restrictions 10 (2)2x6 4 4 4 4 •____.---- 2-16D COMMON NAILS @ 6"O.C. -SECTION 3.2.23 WALL ASSEMBLY TO FOUNDATION �- -TABLE 3.28 4 335 12 (2)2x6 5 5 5 5 CE B BLOCKING FOR FULL LENGTH OF STUD /Ll t-Ila'f 'vp, Notations • @ ENDWALL -TABLES 3.IS�A B, 3.16� Date: -SECTION 3.23.4 HEADER AND/OR GIRDER TO STUD Scale: A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS -TABLE 33 ' 13. NUMBER OF SILLSTUDS ON THE FLAT(DOES NOT APPLY TO DOORS) -SECTION 3.2.2.1 ROOF ASSEMBLY TO MALL A55EME3LY -TABLE 3.3 Drawn: I;• NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER -SECTION 3.25.1 RIDGE STRAPS Title: F i D. NUMBER OF 16D►NAILS END-NAILED THROUGH ADJACENT KING STUD TO END -TABLE 3.4(5UE3NOTE 3) OF HEADER AT EACH SIDE ' ' ' • E. NUMBER OF JACK STUDS AT EACH END OF HEADERS(ASSUME DOUBLE HEADER ) • .. '•.'!'• .. •� ;.... •. 7/8"DIA.THREADED ROD EMBEDDED 121/2"INTO CONCRETE W/'SIMPSON ET F. NUMBER OF 16Di NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO ; (HIGH STRENGTH EPDXY ADHESIVE)&FOR END OF SILL(S)AT EACH SIDE(DOES NOT APPLY TO DOORS) TEMPERATURES(O DEG. TO 40 DEG F)USE �1 'SIMPSON AT(HIGH STRENGTH ACRYLIC ADHESIVE) / r��B 1,p l l ��1,p ll RcvisioNs: I,,p I I . 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Vote 2? MAY !o$ Scale: As Noted Dt-tawr,t :" (�I� �d.— i=tNf(✓II, ,� Title: � :��Of TA w��� i RDAS{ON5: - �y - __ _-- _-__ _�__ _ _-.-. . ---�I�ar�'►��''----- - --�=�-�t�_ �°AND ��f.Fl.__ G� - AVM►rr-� - _ 1 _4� N ' I i4i I �i s v I I M W �/ • • - � � r tV Q roes � z � � Z z W - -- — a JOB a. U- t = o E-M .-M C_ u ........................... N r HH f �- rrn cots. - 1�IRrhNG�+ � - ANN`(t/�%.-�/�t.��1��1}�JNCa I II �r zs— I ,P � I1�� NdA r4aA�ON ------ AH� - -r - - '{ � •ri- A N1� f W'rl N el (Trr). X^- 77 1 ----------4— OA _------�------- ��� a� �ffzY iGo �` N� '�► �� � Oro ----�IINC•'�L�---'�'D - Ala to - - � �, ��� �f -----t'1 -- �, iN 0 �L a KIP. t�r9C 'r0 i-lAoreoo•I " Afi t "��'. i _ - - -�_�I� its- ? - c►01"o.c.(trr-) 1A�r rA�zi (M-0 W� - rF= - d � rl ' w ------------ L_ -! eased Miss 0222 OF Thew drawings and a000mpanying — —' - s olfloatkxts as instrtrmerns of servos �a ire the it use n Property d the arohkect fi- t�tN� and their use and pubficatbn shall be restricted to the ortginel tke for Mlof. they were prepared. Reuse,repro- I-F-) - ductlon or publication by any method In Wore �j whole or In part,is prohlblied except by (i written permission from the architea Title to these plans and specNbations _ V• -- — J- pMA remain visithual the architect without prejudice and vNwl contact with them shall constitute prime took IrAdence of sooeptence of these restrictions. �___ �. . � �!'a._ �A� _ U��• � ��Ti N� •�i, date: Rr4� ooTio� &r) Scale: As Noted , ��fior r l A 1 - _ t� �G I1�1�,,'1 (,Tor Drawn: 1 �'a, A� �f Title: Zvi REVISIONS: 610°'- _ _ M � �� r 12 vrfo-el; 0vt j� -- 0 OAU" o ttl�'lo�V - _.. -�► 1�II a:G:--C I V Aff 0 to .Z CD A•�6 L)b b Y � � r N tl- Ate -I'oN 4N1I I� o J w Q J o " �� :�_ _ _ . -G "i� , •_ ' �� �. � I =�11-�12 SIN i�� � Film .10 • . 'r�i� �•�°� r v) .. _. . ... __ _------- FI ,O t�Cl �_ �q' t1Q�►D►�� � 'rl'f IG 00 10 J. y • ,�, - _ ��� Cam) �, A �-1 ��� _ y, C �,d rl , _T U O lrj New A 1,400'r I A � �� �� A NG�i � 1�I't � vu,o• �... 'L 01;11 I � � . .. _ 1 (iNCa �P-�C Imo) Wt4 rot4U�Nl� c.� 0iTT �II�°IOrI , ' . .. Ip it .. wow dziV. l6orloe-1 D Air`! ►� C t I�0 tie.. PA I* WOLA lt�l�f ► O r?� ® N/ D A� - C- ►- : t vo VI tP t4 _�• 'IJ�t�tl . �t�'� - �h IGINC' G;- ' �I�N� 4 0 �INS �I-c0 CO '.p �'�• I-�D�'G�I TICS T• �IAJ� u0o�.�► ____.._. �1�� Thew drnMrrps and s000mpenyinp f�l �../� 'A W0&t/ /�f l� I) specifications,as instruments ofservios, O INIa �' �/ ere the exclude property of fM erchteot CAbe end their use end tonal o on r wh oh V o��V►�i h If they Yed to the red.el site,r pro- ,� ductlonorpublicetloribyarryinot! In /�� � �j they vwn prepared. Reuss,repro- wtaM or In pert,Is prohlbked exoep by written permission from the architect Owl r �/ r�)�j�/��} ,ram Title to thus pans end hrospoot wbo t �' �.J I �(� D o�i A�/ r Vey\ _ "ter 1 ( I�i�/�! r� iG� shelf remain wvis the erohiteot without ,yI shall oo.end visual o scie vie os o ' 1 i eooepen"of thew restrictions.nce of i aoA p�, r� A, 1 -7'...a 04J at. ' VA Vyra., MU u... , , Date: /L7 Mp•,-'pg 0 �'iNl�•- '�jr-21'! �{'r���it �tNdp��U�r� ' orvi �ot� ul T� �t�i�� �I vvv� I, CL �N .4" �124 o Scala: AS Noted O �jV, a & 1 /L�/�r Drawn: 7i',o5A� -0 5,� TItle: O t�rQli,,. 1.4U0a I 2142 2; W 40 QNINIa �y'-p�,p�rl Z,,�yo A•1. I ' Cj