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HomeMy WebLinkAbout30834-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31682 Date: 07/17/06 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3660 WESTPHALIA RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 9 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 6, 2004 pursuant to which Building Permit No. 30834-Z dated DECEMBER 8, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to FRANK & JUSTINE SWOTKEWICZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2101541 06/12/06 PLUMBERS CERTIFICATION DATED N/A A thorized Signature Rev. 1/81 --r�I � Form No. 6 r V /J 6 A TOOF SOUTHOLD 'V WN b BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ,� e� r This application must be filled in by typewriter or ink and submitted to the Building Department with the folOwIngv 2 Te A. For new building or new use: a. 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusualnatural 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 Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00 Date. 7- 5-- b b New Construction: ✓ Old or Pre-existing Building: /I (check one) 1 / Location of Property: 3 6 t d We5tpim 11 c� tc� M a f7 i k CL House No. Street // Hamlet Owner or Owners of Property: 1-I-pnk IL .TU_slrnC sIAICTkPIulcL- Suffolk County Tax Map No 1000, Section 1 / 3 Block 01 Lot ( 3 Subdivision Filed Map. Lot: Permit No. 30834 _Date of Permit._ 1.2-2 -04 Applicant: Fra r)L .1 wC�![ewiC2 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signature C0 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31683 Date: 07/17/06 THIS CERTIFIES that the building ACCESSORY BARN Location of Property: 3660 WESTPHALIA RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 9 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 6, 2004 pursuant to which Building Permit No. 30834-Z dated DECEMBER 8, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY BARN IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to FRANK & JUSTINE SWOTKEWICZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2101541 06/12/06 PLUMBERS CERTIFICATION DATED N/A "Authorized Signature Rev. 1/81 M�v Un 11 v l Form No.G Q TOWN OF SOUTHOLD BUILDING DEPARTMENT / TOWN HALL 765-1802 _ APPLICATION FOR CERTIFICATE OF OCCUPANCY [ 7_� This application must be filled in by typewriter or ink and submitted to the Building Department with the to➢owIng. a A. For new building or new use: " - 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusind natuuaior 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 S. 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. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building hispector shall slate the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swiuu ting pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy - $50.00 S. Temporary Certificate of Occupancy -Residential $15.00, Cornurercial$t 5.00 Date. '— S--b New Construction: V_� Old or Pre-existing Building: (check one) Location of Property: 3 4 6 d We5tph6L11 cL 1U_ /yQ ff/ �t! House No. t L Street Hamlet Owner or Owners of Property:r—kain JA.f*hc. SW O4eutrc L_ Suffolk County Tax Map No 1000, Section 1 / 3 Block O 9 Lot i 3 Subdivision Filed Map._ Lot: _ Permit No. 3 0$3 Date of Permit. /a-9 '04 Applicant: rrdt tiL ,Swei !CP(A1 i C'L Health Dept, Approval: Underwriters Approval: V/ Planning Board Approval: Request for: Temporary Certificate _Final Certificate: (check one) Fee Submitted: $ Applicant Signature 0596 cad 31 U Ori rJgM�LfL73 Jar..fcPrJMfflrJMfflc0MrJ0rJrJr�rJ.cJ�cPrPrPrlrJ�rlrJr�rPrlrJ@Pr�rJ�!rPrJ�rJ�rJrJrJ�r�rJ�cPrJ�rJrJrJrJrJrJ��PrJ�rJ�r�rJrsrlrPrJ'3 O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 55 5 FRANK SWOTKEWICZ FRANK SWOTKEWICZ 5 5 PO BOX 607 PO BOX 607 e5 5 MATTITUCK, NY 11952 MATTITUCK, NY 11952 5S 5 5 Located at 3660 WESTPHIA RD. MATTITUCK, NY 11952 5 Application Number: 5 2101541 Certificate Number: 2101541 5 Section: Block: Lot: Building Permit: BDC: ns11 fff5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor,BARN, Detached Garage,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5�j promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th Day of June,2006. 5 Name QTY Rate &gne Circuit Type 5 5 Appliances and Accessories 5 5 Motors 1 0 1 H.P. SWiring and Devices 5 SReceptacle 14 0 General Purpose S 5 Switch 4 0 General Purpose 5 5 rj Receptacle l 0 GFCI 5 Paddle Fan 1 0 5 5 5 5 5 5 5 5 seal 5 5S I of 1 I+,'7 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 � � � 1:PrJ'�nrlrJ�rJ�rJ� cPr� rJ�rJ�rJ'�ncPrJ�rJ�rJ�rJ�rJ�r:Pr;PrJ�cP�nrJcPr:PrJ�rJ�rJ'ar�rJ� rJ��ncPrJ�rJ'cPcPrJrJ�rJ�rJ� a 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. 30834 Z Date DECEMBER 8 , 2004 Permission is hereby granted to: JOHN D RASANEN 3660 WESTPHALIA RD MATTITUCK,NY 11952 for CONSTRUCTION OF TWO ACCESSORY BUILDINGS, IN THE REQUIRED REAR YARD AS APPLIED FOR. 2 COS REQUIRED AT THE SAME TIME. at premises located at 3660 WESTPHALIA RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0009 Lot No. 013 pursuant to application dated DECEMBER 6, 2004 and approved by the Building Inspector to expire on JUNE 8 , 2006 _ Fee $ 485 . 50 ut riz 1 ORIGINAL Rev. 5/8/02 LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER 26 P.O. BOX 162 GREENPORT, N.Y. 11944 - i (631) 477-1652 May 25, 2006 Mr. Micheal J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Garage Frank Swotkewicz 3660 Westphalia Road Mattituck, NY 11952 Permit M 30834 9 To Whom It May Concern: I have inspected the strapping for the above mentioned garage and found that it is in accordance with the requirements of the New York State Building Code and the Southold Town Building Code. Sincerely, SF OF r�c,yY awrence M. Tuthill, P.E. S�R��Ct" q� T � � > + w NF`Q 0�< tii-1 �U f �9�FESSION�'�� OF SOOl�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [x FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a � h DATE oZ ^ �7 �� INSPECTOR i oe souryo6 � 0 � 3Zo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' OL 3 DATE INSPECTOR af SOury�� ' ,Z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' "�"� C�- DATE ��/�- INSPECTOR �� 3og3 � -� 765-1802 BUILDING DEPT. INSPECTION X FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6� DATE - INSPECTOR ��°� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t DATE �� INSPECTOR ZOL /)5:2/ J J ho�aOF SOUry06 7- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- DATE EMARKS:DATE � � INSPECTOR '�� FIELD INSPECTION REPORT DATE COMMENTS /-� S�Q��G�•9�2/tG�; o�v< /-a-�'��i-+ti.cQ, �•nc. O p � FOUNDATION(1ST) - � - I¢. 0 FOUNDATION(2ND) - z DD� ,1 y ROUGH FRAMIN & ^� PLUMBING(— s O y or r INSULATION PER N.Y. y STATE ENERGY CODE d • � � �• n � FINAL n ADDITIONAL COMMENTS _51,W66 , yr eP OTrf 9 d -1- -S z t6` Z m - a7- e s d art C o 0 — z � x r� r x 0 rn TOWN C F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIDT G DEPARTMENT Do you have or need the following,before applying'? TON ALL Board of Health SO11THOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �b 'l �/ Survey www.northfork. `d ne outhold/ PERMIT NO. V Check Septic Form �, (ll N.Y.S.D.E.C. / Trustees Examined 20 Contact: Approved 20::([ Mail to: Disapproved a/c Phone: .. Expiration ,20-�-- Buildin Inspector - 6 20Q? APPLICATION FOR BUILDING PERMIT Date -ber 6 200 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 application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or 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) Pd �dx 607 Mp7T/7UC,- Ny/460 (Mail g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder DWn-r l"S Me Ilea . —f Name of owner of premises FranL anpl J(/JfjnC S&tvo-/l(ervicL (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 No. 1. Location of land on which proposed work will be done: 3660 Wes fpho /1&- A ve - MA 7T/ rkCIL House Number 7Street Hamlet County Tax Map No. 1000 Section 10 3 Block 09 Lot /3 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction# j a. Existing use and occupancy l b. Intended use and occupancy CO Id .S J0Y 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair-Removal-Demolition-Other Work 4. Estimated Cot Fee (Description) (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 d2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 32 Rear 3 .2 Depth 54 Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO 14. Names of Owner of premises�in/ f4vi i 1'i /rLAddress 5-0 4-on Phone No. W9,? '/97c/ Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO r/ * 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. STATE OF NEW YORK) SS: COUNTY OF Saflal L ) being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor, ent, 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 thi`s� day of,Glrcn,,.�/p�•a,L 206 Notary Public GE&OC t.HARRIS _.,nkure of Applican NotaPuhGc,State of New York Term�EghsSAug 30,2QQtp BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: j. 04 APPLICANT DATE SUBMITTED: �/,./04 SCTM#DISTRICT: 1,000, SECTION: 3 , BLOCK: �, LOT: SUBDIVISION: ADDRESS' (a CITY: d' 3 ONING DISTRICT: CONFORIVIIl ? .. BUILDINGIERMITS-*PEN/EXI IRED: IPR9 C : Y OR N BP ,,' Z/C/O Z- INFO " BP -Z/C/0'Z- , INFO "/BP - -Z/C/0 Z- , INFO , SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime of r 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE•' 'I REQ. LOT COV. d o ACT. LOT COV REQ. FRONT /O PROP. FRONT ✓ Q SIDE /' 6 0 � ACT. SIDE . REQREAR 0/0 PROP. REAR t REQ. H GHT PROP. HEIGHT PROJECT DESCRIPTION: e-o �L ESTIMATED PROJECT COST: ARCHITECT19�: t LL. WATER FRONT? ,DESCRIPTION: PANEL # FLOOD ZONE BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orlO, (BED#): DTE: _ PERMIT#: TOWN SEPTIC RECEIPT: Y 04 EPTIC CERTIFICATION: Y o1� NEW YORK STATE DEC: PRF DEc 9/1n5 YES oren DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE:__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o 0 NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)6S or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FSI00X G,S SF J�UIL�/i/G ?� S D-�QR: /.3 )() SF— P� OTHER: SF IrIIT OTHER TOTAL TOTAL: SF FEE FEE FEE SF)- ( J SF)= SF X$ 3� _$�SU� +$ 7� +$ =s I `�� `�o (/ )� SF)- ( SF)=E.O SF X$ " =$0-Y-5m- +$ 7 +$ =$ 3 3 ( SF)- _SF)= SFX$ =$ +$ +$ = $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismiesign Category:B Weathering: Severe Frost Depth: 36" Termite M= ' Decay: S-VI- 31 Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) Q a a _ 3 _ ?- 13 TOWN OF SOUTHOLD PROPERTY RECORD CARD _ 3 OWNER STREET 1 VILLAGE DIST. SUB. LOT =,,R Or E R N / E �Q S cl�warc , 5 4 4 r✓12 S W TYPE OF BUILDING _ a, tom- ,ES.a,O SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 00 2,7R 3 / 00 X,V//, 3 / ,Ce0 I 0b 3Po o rV 010 7/Z f/7 li -73 - L. l 3.75= 0D- &I 41 cn ✓` s 'fie U— w /7 - 8 3✓ QYLlt1 Fsf" 2JB Dd0 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre 'illable 1 'illable 2 illable 3 ✓oodland wompland FRONTAGE ON WATER rushland FRONTAGE ON ROAD 0 y `or louse Plot DEPTH ` ?3 t BULKHEAD otal DOCK i r • ; . M� ' ' .r,�'' SSSS■■ SSSS■■■ ■■■■■■■■■■■ Tq .; ;., • •• ■SOMME■ ■■MM■■■M■M■M■M■EM■■ y ' " �' '!� , SSSS■■N�/ SS■■ ■I.■ I■■■■■■■■■■■■■■ ,. ■E■■ ■IMMOMENOMMEMMEMEME ■■M■MII■MM■■■■■■■■■M � SSSS■O■11■■■■■�I■■■■■■■■■■■■■ t ■SOME■■MMOM■■NI■M■M■■■■■MME■ ■■MMMM■ ■■NMMIIM■M■■■■■■■M■■ ■MEN E■■■■MUMMO■■■■■■■■■■■■■ ■■■■■■■_■■■■■■■■■■■■■■■■■■■ SSSS■■ ■■■■■OE■■■■■ME■■E■ ExtensionB• � • xt. Walls - t • • � �s s COMPLAINT REPORT ' ""; NAME: tMAv� DATE ADDRESS: fly -rc "ILAA, o � d-L)I u- PHONE # HOW RECEIVED: - TEL._-MAIL- IN PERSON�� 31(v 4p 9 ed djri�w ll a 'moi LOCATION OF COMPLAIT'T: C% .fit- / L --s-c, SUFF. CO. TAX MAP # 40 R 3q OWNERS NAME : AA /YN R NATURE OF COMPLAINT: ASSIGNED TO: . INSPECTION DATE: REMARKS: S ACTION TAKEN: /✓ m, FILE # IF APPLICABLE RE-INSPECTION DATE: II GfL�E fOVNO MpW StGGY�' i N101F S14 SMITH Z°0 69 Des o5w. e°N g OYRANNE DMO N` N SURVEY OF PROPERTY & M w�E w SITUATED AT MATTITUCK EG m QRS TOWN OF SOUTHOLD N�RACU�cCCI N 69'g9'30�° °` G� w"` SUFFOLK COUNTY, NEW YORK A03Lp14RAGA �� p2N. w TG M� S.C. TAX No. 1000- 1 13-09 - 13 8: O SCALE 1 "=30' SEPTEMBER 21 , 2003 �� II M � AREA = 61 ,142.67 sq. ft. 1 .464 ac. 6RRTIFIED TO FRANK SWOTKEWICZ PECONIC ABSTRACT, Inc. CITIMORTGAGE, Inc. 2.1 ei°IRn ✓J ' `/may `WOOL WEH WELL PIT O �i WW C` Q ALU< ., F \!.,V• ' 2,. SM£p �~ I J L I BRI pArl ' 2m,-- SEWER �sr ELEC" N i PREPARED �✓J. �'F'B3' ^Y / L� / \ ACCORDANCE WITH THE MINIMUM `\ STANDARDSI FOR TITLE SURJEYS AS ESTABLISHED �J ORTHE LI.A.LE BY D AFPRCNNEW ANDORK STATTED INN ZAFTCQ /Q,r Ul N.Y.S. U. No 50467 ALAYl m '�p pjltmc z' \ l .0 0' UNAIRHORIZED ALTERATON OR ADDITION TO THIS SURJEY IS A NOLATON OF .(YL J \N SECTOR 7309 OF THE NEW YORK STATE A COPIES OF THEDUCATOR S Nathan Taft Corwin III /�D COPIES OF THIS OR'S INKED MM NOT SEARING RSA THE LVID SEAL S AU gqGffE C OR Surveyor 1 , `, •� �- ' TO BBE A VAUDLTRUE DOPYD? BE CONSIDERED Land Sur Y eyor CERTIFICATIONS INDICATED HEREON SHALL RUN G� `/ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TIRE COMPANY, GWERNMENTAL AGENCY AND LENDING INSTHVOON F PlE HEREON, AND 1 992 Roanoke Avenue TO THE ASSIONBS OF THE LENDING NSFER T➢TION CERTIFICATIONS AAE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY Riverhead , New York 11901 AND/OR EASEMENTS OF RECORD, IF PHONE & FAX (631)369-5473 ANY, NOT SHOWN ARE NOT GUARANTEED. I �rv- I pppR�VED A;NOTED COMPLY WITH DALL CONDDES TIONOS OF Fq oOD ZUNE N In 8.P ff �v� NEW YORK STATE &TOWN CODES O]MPLY WITH CHAPTER"46 DATE'. FJ',OOD DAMAGE PREVENTION L{o S.k AS REOUIRED AN BU P- . TdJO RE O ' TOWN CODE. bUTHOLD -rARTMENT GOU'HOLDTOWN ZBA MTHEIOTIY FOR SO ; °IANNINGBOARD 765I180Z 8AM `T FO LOWING NSPECTONS: UID $OdTHOLDT TOWN TRUSTEES FOUNDATION OURED YDECFOR PFRA PLUMBN 2. 0 —awt 1W a S UL A TION a F ST U w coN^TRucTION M UNDEAWRITEA$GEATIFICATE a. FINAL AEDUIFiED w BE COMPLETE -ORSHALL MEET THE CERTIFICATION OF ALL 'ONSTRUCi0N NAILING REQUIREMENTS OF THSFODESOR NEW I, r 'YORK STATE. NOT RESPONSIBLE FOR REQUIRED. OR CONSTRUCTION ERRORS, .1 DESIGN RETAIN STORM WATER RUNOFF PURSUANT TOALL CONSTRUCTION SHALL „I,SECTON 45.109 s OCCUPANCY OR MEET THE REQUIREMENTS OF THE OF,THE TOWNiJpDE, UNLAWFUL USE S CODES OF NEW YORK STATE. WITHOUT CERTIFICATE _ II CUPANCY OF OC VIII rK ;c 4 III � , . II Z , a �- �� J'. . .: 7. S �� � � �. .>^” GYc / ✓^ L 41 L r Jr I � III it �' rM41"' ,.u.W-rT•�' .nr"1..'u. C"V=.t �"^ . .r.. _ ,« _ ._ .. .., ., _.. II �r r IW 7 „� L' '.�. i%n; �:,,�. '! ?°:,J; a s..,�rr r ,,. ;> '„;�::� �: ,�,i.✓ , q � IV � � y.��:, ' � a ,� -'' r „' LµmI'F IF t ! yM1.:S II 611V I v vk n,„mom ., .. 4X ,'.":w-w.+.�...,.w+l.u.„, .�•- lM1', ri` ' ”,er .. p� / �, . ;n,! : :1 ju, ,. . ., 777 v . . L ',_ .� yl G r Ti 0 Ioq JV, 1 I II, 1 i IFJ 'In,, 9H 'Y'`rW” Itil x`EG o Sp kY _ 'T e� - yJIl W.tY,. 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J r I Alffil X ,'.rSsry a ' r * r & L ' I F ITT �4 rcka 4 \�IY a s r s l Z 1 1 O .I �� 1 tkl Y t . a l., nr uu o,. i 11 - il�' 1� 1 -USPWff-R,AT2 _ i 2 1:� r �1. ll, RAFTER ` "` -_ _. _, KING-STUDS �� rn 11»11 Feil, t ^ it RIDGE _.. "RAFTER-'•-"-: �. - �„\ ,• I I II USP RT16OR f2 RTT'• STUD RAFTER „ HAF'FR {j ' ✓^' aa,r ) 'FpP RUATE— � HEADER 7pP PL1lTE -4-' \ ` � USP RS1ri+R AT ,./,r/. _ .. _ _ * � I - .r'i' I USPRT'20 _- ^�' USPRSI6•#t AT16 I _ USP RT'3 -' I Jit rl UTI a86F11T9 ,•,, �" �, _ i - _ _ USP RS10 C -RAT 7?"- WALLSTUD - I'1 _ WALL STUD, k� NL i I ONNECTION LISP pROWCT NUM© N uLl I - JACK STUDS - _. �N._ � A» A RAFrEF/RIDGE/RAPTEFINFIH'CT R516.R211. RAETER/RIDGE/RAFTEI 'MTHOUTOT— R^o'16A 211 LSSH179 C �, y I B RAFTER/PLATE/STUD RT20 RAFTER/PLATE_ RT16 0((2j R77, �i lV1' r' PLATE/STUD RS16-R 16 A I RAFTERJF �D(dE/RAST aL k�AfiT bLAT 5TUi RA�TEF}7PLATE PIUATIS9 UD. / c HEADED en D R s (= - -_ — ---_ —= C HEADER/STUD HEADERMACK — — -- 1 -}_=.-- .=c_—�,__-- HEADER/JACK S UD _ E$SI&P I . / D F ObR'FO FLOOR L _ _ KLFTA or RS16-R 36" I-• �Ip E STUD/PLA,TE/SILLY RSY6it 36' Q ' F`^ STUD/PLATE RS16 R 16 _ p„ 0 �_..— (4, _ PLATE/SILL MPBF —�— Z /.I 4 I F ANCHOR BOLTS TSTS16 W'.�}l.+"S G PO-TANCM 'FDEC ,K CY1 S OR OR DE.,(S �_PAUm POSTANCHOR FOR cb'S FRED PORCHES CBE SERIES 1%&OR 2Xk16'OIC L,I ALAR TIES MW. � i ,� �'G to i< POST USE CBE -- I�I ' R.C. <^ OOT G F IN I I 2lID.FLOQR WALL TUD. .- , . S 2 NDrFLOOR WAfa STUD - j i ' 1S7. FLUOR WALL STUD - � 1ST.FLOOR WALL STUD tt - I SND.FLOORPLATE '. - .. ��'� ' 2ND.FLOOR PLATE -- .:i', ; I +" .� Of W ul7BFLOQR " --- �' - J RSUOPLOIM BOAR ~ POST AN�,,HORFDR COVEREDPORCHES f l-�1 __— - �_.,—. _ __ '.- ... \ � \ USP BOARD " - -- \ ~ SUBfLQOR PLATE \\ �, L..,"\.\ —_—"__ LLU J HIM BOARD - ..r �'. r 1St FLOOR PLATE \ / z t USPKLrrA �1� � . 16-RAT,96 6U6FLO�R —_— •�, "`'; •.� ",, USP RS16.R AT 36" - l,.a` USP 8516-R AT f6' - �� i J r (D w 15T FLOOR TOP PLATES,' S,:-'�F1ST.FLOOR PLATES . RIM GU ~ / RIM BOARD -- R: � DOUBLE SILL PLATE - �"e^F r .<1 POST _ _ __ 0 DOUBLE SILL PLATE - I , l OqR I FLOOR STUD__— '' 1ST FL t_r •. USP MP6f - _ 6�'�V _ L(. ri IST FL / , WACLSTUD-_._ I •�� C1 FOUNOAIaIQN WALL FOUNDATION WALL - I 4 USP PAU I ' J � PC. FOOTING I+ O•'� ' `•,\ �,� < .� S I L D }FL C3GJR TCS FLQC}R — - p FL(?OR T15 FLOOR /E STUD/PLATE/S'ill L E_\ STUD/PLATE PLATE/SILL _ _ ANI: Hf� -- r.' (_,:` :_ =. = �_� .._ _ _ S FOR DECKS 1\ i G POST R I i I — — — _ — I II GENL RAL CONSTRUCTION NOTES GENERi.L FRAMING NOYES - NAOUNG sCHBpflu I I the informatlon on this set of construction documents is to relate basic design - t.All wells,2X4and 2x8,to be stud grade or better 16"al All other framing material 1 Intent and framing details' They are intendedaa a Construction,aid, not a,substitute ., to be 82 dpuglas fir better, - TAaLE 3,1,IN(1LH1NG 3 3 ANp 33 for gFinaalfy accepted good bUiiding practice and Compliance:with current New York' - 1990 SBC HIRNWIND EQUION WOOD FRAME CONS{RUCTIONflANUA, slate>,bulding codas The general oontractor Is responsible for providing standard 2:All wood framing in contact will)concrete or masonry to be partial treated. � JpINT i?ESCRIgTIdN � � MAIL QUALITY'- _ NAIL SPACtNC sound, and weatherproof completed prod"; professional s#nl 3, Providespecified. o ble�flgor'ois#s under all walls arallel to III joist spanss RAFTER A TU7>,PLArF TOE NAILER a'-0 WA - • � Ih ron.:tnlr,tien details andproceduresta, aPmfas�io .e ouVally rp udC oil bnla A E R TO T R otherwise p p d - LL S-Nd PER RAI W 2 General Contractor to Coordinate all sub Contractors, schedulln of Work, and 1 - TL " TGE NAILED 10._0,wAf 1:48Q- PER RAFTER - g CEILING JOIST TO PLATE, f-Cc Al :3Qtl PER JOIST ' • IntrLamon between trades. - P.PI'gVide xr#1raCing or solid blopkmg at a maximum of 8'-0"old for all'd7mens oral - .rq'.p'wALic:4&1 PER JUis r Q - IUmbPr ltoOr(g1atS. CEILING JOIST T(T PARALLEL RAFTER: FACE NAILfiD SFE lAB1:E 37" BACtI1.AP U ,UU,r d +• 3 The general contractor is rasporsibl0for4nmong mat all work and construction - CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE T'AHLEn,l' EACH CAP LL1 0 J' y neots or exceeds current federal,state,and local Godes,'ordinances'and regulations, '5.Floor constructorp-W,tongue and groove plywood subfloor.,Finished material tq,be COLLAR 7IETO RAFT ER " PACE NAILED SEE TA9LE3,4 PER TIB f,, W AIL etc these codes are to be considered as pan of the specifications for this building applied giver subli00r, Glue and screw plywood docking t0 ftRLt•F`BCAR oc rJoists IMETO RAFTER' TOE NAILED 2.9;1 EACH END ARD TO RAFTER END NAILED 2161 EACH PJUP iA Iia , 7 and nlcould be adhered to aver it they are in Variance with the plan.. " 6'•All window and dont headers to be minimum(2)21110 unleee'atnorwlse specified. " YVA1- FRAenIHG'� � � i '— � -�---" � � � � � f II 4 Dimensions shall take precedentoverscale drawings(rid not scale drawings)r All Interior headers to be(2)2x16 unless otherwise'specified, t OF PLATE TO TOP PLATE FACE NAILED ~T 2,1641` PER FUG T TOP PLATES AT INTERSECTIONS FACE NAILED 410d JOINT'S-EACII SIDE 5, 1l re designer has not bean engaged for constnlct#un supervision and assumes no 7.Provide fup�aalid blocking under all hearing walls. - STUOTO$TUD FACF.NAILED 2-led 24"Olt re5ipt mobility for construction Coordinating Wino @6a plans,nor responsibility for HEADER TO IT FACE NAILED - 1Sd T6'OIC ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2.ord PFR?X4 STUD construction means, methods,techniques sPfEuapGPS,or procedures,or for safety' 8.All beams to have adequate booting,at each end or as specified - 3.166 PER 2x6 STUD Precautictls and programs in Connectionwith the work. Thereamnowarmntiesfore - 4-164 ` PEI7HISTuD specific use expressed orlmpteg the use q{'ihasa clans. S.All posh beam and joist intersections to have galvanized alv nixed angars, BOTTOM PLATE TO FLOOR JOIST. &1N)JOIST,END JOIST, " OR BLOCKING FACENAILED '' p�46tl "- PER F00T e 6,Refer to floor plans,exterior elevations,and,window schedule for types end sizes of 10. Typical exterior walls and roof to be sheathed with h"extarlor grade plywood or windows Ail windows to be Anderson high performance quality or roved equal, 7/16"OSB plywood, roup 1,APA rated. Plywood'to s an overall later and JOIST O SILL,T p q y pp 4 py gp p JOIST TOP PLATE.OR GIRDER TOE NAILED — �MP.d � PER JOIST leaden; - BRIDGING 10 JOIST r0E NAILED 2-6d EACH END S L Dnor and window headers Co align unless otherwise noted. BLOCKING TO JOIST TOE NAILED 2-e4 EACH END 11. Provide Insulation baffles at save vents between,rafters BLOCKING TO SILL OR TOP PLATE, TOE NAILED 3.16d EACH BLOCK 1 :' 8 1 metal contractor is to ensure that masonry kind prefabricated fireplace IEDGER S1 RIP T(15EAM' FADE NAILED 3-i6d EACH JOIST 1 ,- JOIST ONLEDGER TOBEAM IOE NAILED 3-ed PER JOIST ro rrur, ifion meets or exceeds ail,Manufacturer's specifications and applicable codes 12.Exterior flashing to be correctly nstalled at all connections between mats,wolfs, r-' chimneys,projections,and penetrations as required by approved constructionWDJOIST TO'JOIST ENE)NAILED d-iod PER JOISTBAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-163 PER FOOT 9 General contractor to consult and coordinate with the owner and the plans for all practices., t ,I 1 built In items such as bookcases, shelving,panty, dose is,etc ROOF SHEATHING 13 General contractor to provide adequate attic ventilation and roof vents, to Provide hardwil smoke detectors,with battery'backup,on all floors and in each STRUCTURAL PANELS 4 P I PT ill l gcyL toyF-In Grc q^AT PANEL C bG-ca oadroom, veli with III code re uirements as per Section R317,New York State 14 Provide appropriate soffit ventilation at overhangs � � ad � ' AND ATiNTERMEDIArF!UPPGRTa IN THE PANEL I'IELD # Residential l'On511liGiipn Code. Install darpbn man Ads dslPelOB as GENERAL PLUMBING NOTES FOR IIOOF9HFAIHN�WITHIN 4'-0"GFTIIE PERIMETFR EDCEUF THE ROOF.INCLUDIING4'G"ON FAH(SIDE OP.THE Rl PEAK THE r12 fY q P INl'ERLO T N_E 16 CfC-6"AT PANEL EPGE3 AN per code. n 6p AT INTERMEDIATE SUPPOR IS IPI THE PANE) FIEUIJI PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED [- ' GENERAL FOUNDATION NOTES 1. Plumping subcontractor to be responsible foradlering to all applicable coda and Of 1 safety requirements. UHLING SHPA'rlll _-._.—�T'- -1I . --�" -- Q rC? 1 C3el1erel COnlfaGlOr'10 reV1aW pia0s, elevations, and details CO determine intended GYPSUM WALLBOARD 6d COOLERS — f]^EDGF I YO'FIELD f)- r� hcrghts of finished lloons)above typical grade. 2 If wall plates or joists are cut during the installation of plumbing fixtures or ._,�—,,,— � __.� --.—,__.^,� ,_,..___�,,,... W v" egUlptnenC provide bracing to ria framing pack together. WALL SHEATHING ~— LN V 1 4'EOc,E45)NE-1G'OIG I PANEL IRICESANDII r'AT UI 2 All Fontng6lo fast On untllsfumed 9bii 81'RUG IURA PANELS ad INTERMEDIATE SUPPORTS IN THE PANEL FIELD li r t+) GENERAL HVAC SYSTEM NOTES lyjFRiOR Z¢,NE 1VO/C I PANEL LOGESAx iI•12" '- QO �, 3 Provide^l.'expansion Joint material between ail concrete slabs and abutting ed AT INTERMEDIATE SUPPORTS IN THE PANEL FIFI i p'i concrete fir masonry wails oCGUrrrng In exterior or unheated interior areas 1.Mechanical subcontractor is responsible for adhering to all applicable Codes and FIBERBOARD PANELS '706" „ rid 3'EDGEI G”FIELD ' safety rtgUlmmentS � . . � 25132" qd d"EDGE l E PIEI D 4 COnctete Oil 4"send or gravel fill minimum,with 6x8, 10110 wire mesh reinforcing. GYPSUM WALLBOARD Sd COOLERS 7 EDGE/10 FIELD l interior slabs to be laced on 6 mil, stabilized oP ethylene vapor barrier. 2.HVACsubcontractorto full Coordi ate all stem data and requirements with the I rS2 MFUlNE 1h" PO SAN CREEL FIEAND r h"AT K wf P P 1 P Y p y q HARDI30AIQ lid - INTCRMCOIATE.SUPPORTS IN THE PANEL FIELD C I equipment supplier., IaTFRLOR LQ ;-16"OIC.U'AT PANEL EDGES AxIL'12" r, ' 5- Provide crawl space ventilation per local code requirements. tW AT INTERMEDIATE SUPPORTS IN THE PANEL.FIELI Z 3.IiVAC subcontractor an provide final System layout drawing and submit if to general' _jI,I—_ _Q i 6 General contractor to install cop.r-tee(or capper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. FLOOR SI'IFATHING: between kill wood surfaces that are exposed to concrete or masonry surfaces. STRUCTURAL PANEL«-1"DR LESS v sit 6°EDGE!12"FIELD III fes, 1 NEW I Damn YOnf exterior of foundation with a bituminous matin as per code and soil :��� -_ - .. - __ . - :. -: _ . _. - _ -, PANELIE.DGE 10 OW AIN HIGHER B HEAR AACI ' EI J n~�--- conddlorn' g p I GENERAL WINO PROTECTION CONNECTION NOTE$ CONNE 7 ESLNAILING R£QUIRLMENTS FOR$TPol1CTURAI MEMBERFF IF WALL FSHALL RF DOIMMING UBLED,OR ALTF! Adapted from Standard for HUmmne Resistant Residential Construction; SSTD 10.99 - WHEN WALL SHEATHING IS CON HNUOUG OVER CONNECTED MEMBERS,THE ABULA,ED NUMBER OF NAII.S SHALL.BF PCTiMIrTEDTO BL 'I' l and 1995 SBC High Wind Edition Wood Frame Construction REDUCED LD 1016d NAIL PER FOU'r C,FNCRAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Corratructen If I U,mensions shall fake progeddntavar soala drawings(do not scale tlralvings). 1. A continuous load path between footings,inundations walls,pops,studs and roof SOUIHOLD BUILDING r NG DEPARTMENT CISA framing shall he provided 1 OCCUPANCY CLASSIFICkA10511I Rr3REuID NttAI SECTION, SECTION 310: BUILDING CODE N S 2. All interior walls to be covered with gypsum board with metal corner reinforcing SE DWELLING UNIT, SECTION 310-31G.2 1 ape,float,and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not Included in the 2 EIGHT HT ' )I WW Standard Building Code,Table 2306.1 shall be installed in accordance with G: 3. All convnon to garage and house to have a layer of 516",fire rated gypsum boartl � I FIRE AREA(sp� _ GO. FT.! manufacturers recammenda#ions. at earaue side with 5'-0"return on adjacent walls and ceiling- Manufactured lumber I 3 TYPE OF CONSTRUCTT0N _ W00A Ffx'AME� _ }' t roquve:.9 layers of 518",fire rated gypsum board. 3.Metal plates,connectors, screws,bolts,and nails exposed directly to the weather or I 4 DESIGN CRITERIA PRESCWP#IVFIIVF.DESIGN—19rJ5 NIGH WIND EDITION WFOfd LU `d subject to salt corrosion in costal areas,shall be stainless steel or hot dipped 5 FRAMING ELEMENTS _ SEE FLOOR_PLANS AND SECTIONS 4, All bath and toilet area walls and ceilings adjacent Co wet areas to have water galvanized. j S DESIGN LOAD QAL.CULATIONS PAGE re"•istanl gypsum board,qr wall file set an wonderboard or equal. 7 WINDOW AND ODOR SCHEDULE PAGE _ 14.Where windows and doors interrupt wood structural panel sheathing and siding, B LOAD PATH F--- — PAGE — — — I'� re l DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at tire top and bottom of cripple — — ----`---� —' Ci { 1l NA➢_INGSGt EDIILE T PAGE studs,header studs,and at least one stud at each side of opening, ---- r l �IN7NIMUM UIVI O RM'10 ISTRi6UT ED LIVE LOADS (lost) � , 10 EGRESS SSE FLOQR PLANS AND SECTIONS PAGE h U BALCONIES _ 8g 5. Ridge straps shall be attached to each pair of opposing rafters except where collar 11 RLUMDING RASER IAACRAM _ PAGE _ C,J aq ties of 1x6 or 2x4 lumber la located in upper third of attic space and attach to each pair 12 FIRE PROTECTION SEE FLOOR PLANS AND SEC110N5 �_ ,—_--' AT Y IL'SW ITHDUT STORAGE_ '- 30 rof rafters. 1 13 T}2U.Sti DESIGN DRAWINGS N/A -�— _'��� —�___ I' "` 4T'TIC5 WITH STORAGE417 i6-Uplift'connectors shall be provided at each rafter hearing. 1 74 NERDY CALCULATIONS SEE ATTACHED ' Ise ' R Ir MS (0 FHER THAN SLE EI?ING RRO011 40 a G SLEEPING_ R O 0 M 9 30 17.Floor to floor hold-downs to be provided every 48, and every 16"within 4'of exterior --T— 1 comers CLIMATIC AND GEOGRA_PHIC DESIGN CRITERIA Cr,l_TF'RIA FOR CALCULATION OF DEAD LOAD 1 WRTHERING SEVERE r ACTUAL WEIG TST)F M ATER IALS, REFERENCED 1O A.I A 6.Sill Plate Co Foundation Anchorage. $4l plate shall be anchored to the foundation --- - i ARCHITECTURAL GRAPHIC STANDARDS _ _ with anchor bolts having a min.bolt diameter of 518"and 3"x3"x1/$'washers, A FROST LIME DEPTH —. __._.. _ _ TE _ minimum of one anchor bolt shall be provided within Site 72 orTERMITEMOQE_RATO HEAV inches 4i each©rid of � , _ I N 0 VV each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ DECAY _ SLIGHT TO MODERATE^� SNOW LOAD _—_ _ 45 16 s. masonryfoundations. exceeding d feet Anchor on bolts be tocatedwrthin 12 inches of cornets and - NT'ER DESIGN TEMP if .- at WINITER Lfll AS PER MANUFACTURER'S f/ - spacing 9 I ICE f" I .MIC I;AYMENT REQUIRED SPECIFICATIONS/ STATE CODE ? 11FSIGN GAItrU"ORY f[ —+--- _ ^^ — THESE NOTES ARE GENERAL;CONST'ROCITON NOTE^a. THEY ARE NOY `_' W N[1 WIND SPEED _ m' h SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS t 1� - .-• q „�EHffSl1RE CATEGORYv B - A- . S GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR ---- GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. ^rl d I STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FORWI l:uGNflN or vkl l5ecouo N9Nn Gu51S (NnnMUM Mr-AU FtnUf llelc,H1 w) PEN D�7WAND DOOR SCHEDULE !. } MULTIPLE SECTIONASSEMBLY 1/4" �I r „I �F " "I HICK BOLTS G 2'OC 1 �` !M b dY M b 'k ,) 4 d _ _—.— ----- - -- --- — — — _ G_ W 2 W � 'Y CI 19 HIGH ,I ALI_WINDOWS 70 BE ANDERSEN PERFORMANCE', OR.APPROVED EQUAL .SHUTTER ASSEMBLY 'C'ALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B _ MUS'TNAVE f�P UPCRA�i�E KIC E MEETS NY STATE FGREI„S REQUIREMENTS ,0 WITFI l2b mph ND f TABLE 609.1.4FOR PANEL s'o ao""wloesPAN TABLEFRI0121(2} NEWYORKSTAIEIBULDIINGCOD. AS PER FOR HA ITABLE_SPACE! ELEVATIONS CUS GRILL I 29/32 APA SPAN 6RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAPAROUND OPENINGS 4'1 - WITHREMOVEABLE 5/6” WOOD STRUCTURAL PANFI_.. , { dam..—..�.........I _ WALL OPCNINGS INCLUDING WINDOWS AND DOORS SHALL. BE PROTECTED USE win L AccoanuaG rD LOCATION GRADE wi z COATS EXTERIOR PAINT 2 s1oEs,4 EDGES. WITH MAXIMUM OF 8 0 , SPAN FASTENERS FOR SPANS OF TO (I'U SHALL BEL 1/2 - # 6 WOOD SCREWS AT 16" CDC, FASTENERS' _ FOR SPANS UP TO 6-0 _SHALL. BE 2 1'/2" -#BAT 12" O/C. TABLE 301.2,1 2 ASSEMBLY A EACI IING S ERUCT ORAL.PANEL FASTEN TO BUILDING wl#8x3"(w/WASHERS)GALVINIlEG OR S FAINLEGS S FEEL WOOD SCREW f, iS OC OR BE FTER ALL NARROL-INE WINDOWS MUST USE' - 0 II 1/2" HEIGHT SILL STOP (OR STOOL)AND THE ADDITION OF A 1/2" X 3/4"' DP UPGRADE SILL STOP. (SILL STOPS TOTAL_ A 1-IleV' .T RNATIve v'ASI NER FOR snurrER TO BUILDING HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP IClT,) G IU 1 EE NUTS A fTACHED TO BLDG w/#1Ox1 Iz"(W/WASHERS)MACHINE BOLT(ka 12'O C, - . I - � ' � a c L � Ul � V WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED' Cs iu UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPAMFY OF 490 Lbs. 1.16 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS" TO THE ROUGH OPENING SUBSTRATE. AL_L EXTERIORIi CONSTRUC REFER - EFERTO SECUST ME _ 9.1 4 FOR ALTERNATIVE OPENING PROSTATE RESIDENTIA SHUT TER ASSEMBLY GLAZING METASTM E 1996 PER NEW YORK SL. TION CODE. H.T,S. RIK710N R t00 - I 7El"T10N. FOR PANEL SPANSu 4'4"OR WIDER SPAN CJcr SPECIFICATIONS AND ASSEMBLY IDENTICAL GO 0<4'-0"SPAN NOTE ADDITIONS' - l mj I 2x45FRONG-F3NCKS (j 24"OC ASSEMBLY. II S 1) PREASSEMBL e PLYWOOD TO 2x4,5,9 11(W/WASHERS)GI OR STAINLESS STEEL 1NOODSCREN(? I2.'0.r7 ) I I "_AL.T'ERNATIVE F0T OPENING PROTEI W_OOO SfR UC CURdL PA1df LS WIfH A MINIINUM THICKNESS OF 7/16'L ANN MARIMUM PANEL SPAN W 0'-0" TF 9 77 SHALL HE PCRMII If D FOR OPENING PROk JCION IN ON AND TWO 9l NOY pU1LDINGS PANG S ! ( I ' rxl i' GHALL HE PP,C I.0 f lU I�OVt R GLA]-D OPENINGS VVITH ATTACHMENT HARDWARI, PROVIDED 1 '1 'ii dx' In'E EER EO GI ION i Il9 1 J 6AND IGOU '" AND TABLE 1609 1 "f) f.} TABLE 1609.1.4 WINDIIONNE O LBRIS PRr FENT1 NIA�T�" - J O NMG SCHEDULE FOR WOOD oiR W:T6l tigt PANELS i ----FASTENER it 9 PANEL SPAN < 2' 2 0' IAtJ N- 4 , PANEL G b' ANFL 3FA5rll_NLR TYPE n tfalJ < 4-U" PAN , fi' D (AN "'P' :� " .• w,� IJ» tl2 ..0 WOOD 9LTEVVS_ iG 10 I? V J li:"' WO WOOD S6NFW5 Ib Afi id I^ 1KH A PI III 1ANI-E In LIAISE D ON A M AMIN UM 1NI NO SP E E D Vt SEC O ND C.113 U OF 130 M PH AN D M f A N DO OF \q�� I HF IJ3F 11T OJ:.-fl'OR lIL^;S + Yp G I SI t LA NETS SILL LE INS 1AI.I ED A I OPPUSING ENDS OF I"HE WOOD 5'1 RUCTURAL PANEL 1 C W I I L R E S Cl2 PW 4 AR E A I I AC H E D IO hi AS U N R Y 011 M AS O N RY I ST II G C O, III E Y S I I ALL ISE 9p A!"EAI,HI,D UI LIL!NO VIBRA NOR RP SISI IAN C ANCHORS HAVING A MINIMUM WITHDRAWi_ ' ✓ 1 fAPA611Y OI 450!GS f ML � I