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HomeMy WebLinkAbout30139-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31528 Date: 04/12/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2050 OLD ORCHARD RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 37 Block 2 Lot 12 .4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 2, 2004 pursuant to which Building Permit No_ 30139-Z dated MARCH 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 SINGLE FAMILY DWELLING WITH COVERED FRONT & REAR PORCHES AS APPLIED FOR & AS AMENDED TO INCLUDE REAR DECK WITH HOT TUB. The certificate is issued to EDWARD & EILEEN MURPHY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0007 03/20/06 ELECTRICAL CERTIFICATE NO. 1199893 05/31/05 PLUMBERS CERTIFICATION DATED 09/07/05 BURTS RELIABLE ut oriz d Signature Rev. 1/81 Form No.6 MAR 2 H TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL t 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: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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. 20 _-- New Construction: _ ✓ _Old or Pre-existing Building: (check one) Location of Property: 2_0 SO_ p(�( GLcLe!� f ro House No. Street Hamlet Owner or Owners of Property: .F 6Aw,,_j AA,.17 Suffolk County Tax Map No 1000, Section_ 37 Block 02_ Lot I Z 1 Subdivision_ Filed Map. Lot: Permit No. 30/ 39 Date of Permit. _ Applicant:� 3 l Health Dept. Approval: /z /00 e1�_5007 Underwriters Approval: fir/93 Planning Board Approval: Request for: Temporary Certificate Final Certificate: `� (check one) Fee Submitted:: $ Z4;_ Applicant Signature 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. 30139 Z Date MARCH 8 , 2004 Permission is hereby granted to : ED MURPHY 2050 OLD ORCHARD RD E MARION,NY for DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT & REAR PORCH AS APPLIED FOR at premises located at 2050 OLD ORCHARD RD EAST MARION County Tax Map No. 473889 Section 037 Block 0002 Lot No. 012 . 004 pursuant to application dated MARCH 2 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 8 , 2005 . Fee $ 1 , 132 . 55 Authorized Signature ORIGINAL Rev. 5/8/02 O cP�lrJ arJ�rJ arPzPrSrJ arJ�rJ�rJ�rPrJ orJrJ arJ�rJpLfr5Pr�rJ��trJr�rJrJiJ�rJ�tJ�rJ arJcPtJ�rJrPrJ'rJWLTrL3 rJ'r1rJ'! Y rJLPLFC3 Pi rL3r3rL3 rJML!rL3i L3rL3@3rL3 r3 c7 5Ij _ BY THIS CERTIFICATE OF COMPLIANCE THE NE=W YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 C40 FULTON STREET — NEW YORK, NY 10038 5 55 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 5 G & S ELECTRICAL CONTR. EDWARD MURPHY 5 5 P.O. BOX 215 2050 OLD ORCHARD ROAD 5 5 SOUTHOLD, NY 11971, EAST MARION, NY 11939 c5 Located at 2050 OLD ORCHARD ROAD EAST MARION, NY 11939 lS 5 Application Number: 1199893 Certificate Number: 1199893 5 r� Section: Block: Lot: Building Permit: BDC: nsll �5 Described as a Residentialoccupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: C5J Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 5 31st May,2005. Name 5 QTY Rate Ratine Circuit Type LS5 Alarm and Emergency Equipment 51 J Sensor 2 0 Carbon Monoxide 5 Sensor 6 0 Smoke L� 5 Appliances and Accessories C5 5 Exhaust Fan 1 0 F.H.P. 1� Dish Washer 1 0 1.2 KW 5 5 Furnace 1 0 Oil 5 Air Conditioner 1 0 42.000 BTU 5 Wiring and Devices 5 5�j Outlet 31 05 Fixture 5 5 Fixture 5 0 Fluorescent 5 Fixture 26 0 Incandescent 5 5 Outlet 95 0 General Purpose 5 5 Receptacle 60 0 General Purpose L5 5 Switch 51 0 General Purpose 5 Paddle Fan 5 0 5 5 Receptacle 1 0 20 amp Laundry seal 5 C� Receptacle 1 0 30 amp Dryer 5Cj Continued on Next Page I of 2 eC 5 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 5 lal9121 J'rJrJr�crr�cnrrrJcPr�rJrJ�rJ111atnrJrPrJcnrJ�nr�rJc 1'131 l rflilrJr PrlrJcPr�crrJt nrJ arJ�crcPr�trrJrPrJrrrrcPrJ ar PcPrJcnr�cncPr1LIECI'o 0 O r�rJ�cPrJ�rJ@lr�J�rJcPrJ�cl�clr?J�rJ��rJ�r1rPfUfa[PcPcPrJ�rJtPrJ�rJ@PrJ�tPtPrJ�tl�rldJ�tPrJ�t ON31atPrJa[PrJg frJ arJ�tPrJ acPtPrJ@PrJ�rJ@J�rJ�rJrJ arJrJ�cfa o 5 _ BY THI'S CERTIFICATE OF COMPLIANCE THE 5L5, NEW YORK IBOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 5CERTIFIES THAT 5 Upon the application of upon premises owned by G & S ELECTRICAL CONTR. EDWARD MURPHY 5 5 P.O. BOX 215 2050 OLD ORCHARD ROAD 5 5 SOUTHOLD, NY 11971, EAST MARION, NY 11939 S 5 S Located at 2050 OLD ORCHARD ROAD EAST MARION, NY 11939 55 Application Number: 1199893 Certificate Number: 1199893 5 5 Section: Block: Lot: Building Permit: BDC: 5 ns11 5 Described as a Residentialoccupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Outside, 5 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 Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 31st May,2005. L5� L' Name OTY Rate Rating Circuit Type 5 5 Lighting track 12 0 ft 5 5 Lighting track(head) 8 0 5 5 Disconnect 1 0 60 amp Air Conditioner 5 5 5 Receptacle 11 0 GFCI 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 �j Meters: I 5 5 S 5 5 5 5 5 5 :seal 5 5 2 of 2 r5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. eimo'argimpu PrJ ar�rJ�cPrJ or�rJ arJ arJ arPrSrJ�rJr lc lrJ acPc l arJrJr�rJ ar�rJ�rJ arlar�rJr1rJ�rPr�rJ�rJrJ act arJ arPrJ arJrUrJ arJ arJ arJ ar�rJ�rJ�rJ arJ�rJ ar!rJrPrJ acP O h�o�gUFF0(/(c0 co, _ Town Hall,53095 Main Road WQ • P.O..Box 9 �� Fax(631) 765-9502 Southold,New Yorkk 11971-0959 / �Q Telephone(631)765-1802 1 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. _ d 9 Owner: ��wwrJ� /1/lw✓+ohti (Please print) Plumber: r �WWA&( (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. l/ e Signature) Sworn to before me this day of=��� 200tr Notary Public, _,')L)f4i)I- County BERNADERE I..TAPLIN NOTARY PUBLIC#WA93 State of New York Residing in Suffolk CooMY Commission EONSS i rS r� 1G Z B 2005 JAMES J. DEERKOSKI, P.E. 260 Deer Drive c " Mattituck N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Deck Strapping/Framing/Footing Inspection Murphy 2050 Old Orchard La. East Marion, NY Permit# 3651 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Footing Inspection was also performed on this Structure, and all framing was done as per amended plan (see attached), and also meets all state and local building codes. Any questions please feel free to call. E µ V4'. Sin rely zs ^� Ja s . D osld P.E. a ��`OF st l .. WARREN A.SAMBACH,SR. CONSULTING ENGINEERS PLANNERS i ` ,IIJId 14 2006 - 'i I , . . y J , 7675COXLANE " P.O.BOX1033 v i "Gtif, CUTCHOGUE,NV 11935 (516)734-7492 December 13 , 2004 Building Department Town of Southold 53095 Main Road Southold, NY 11971 RE: Eillen & Edward Murphy 2060 Old Orchid Lane East Marion Road NY 11939 To Whom it Ma", Concern: Site obersavation reveals that fire stops has been installed aacording to New York State building code and Town of South chold. Verty yours WAS. s F Y 2 Y ±. r� WARREN A.SAMBACN,SR. CONSULTING ENGINEERS - PLANNERS Mr W erten A.Sam ch,SR PO Box 791 East Marion,NY 11939 November 26 2004 Building Depariment Town of Southold Town Hall 53095 Main Road Southold NY 11971 Re: Mr. & Mrs . Edward Murphy 2050 Old Orchard Lane East Marion NY 11939 SCTM: 1000-37-02-12 .4 BP#30139 Site inspection of insulation reveals that it conforms to the New York State Building Code and approved plans of Town of Southold Buildind Code, Verly Truly Yours Warren A. Sambach Sr. P.E. was:s OF NF<l,`ro 5 / p r_ 4 2M f � / 1 765.1802 BUILDING DEPT. ,INSPECTION [ C]/OUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:--r DATE _ l INSPECT 765.1802 BUILDING DEPT. INSPECTION f . [ ] FOUNDATION 1 ST [ M--ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARKS: 7 DATE Ley, INSPECTOR i 313 4� � 76S.1802 ' BUILDING pEPT. NS►'E 1 FOV cT'O NDATION S 1 f 1 FO T f VNDATION 2IND 1 ROVGH pLBG. 1 FRAMING 1 I'VSULAT1pN ]FIREPLACE SCHIMNEY f 1 F►NAL RE ] FIRE MARKS_ r SAFEry►IVSPECTIOIN 2Q ` DATE '� I NSpECTOR � �' 3 O af SOUTy� o �x TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN�RULATION [ ] FRAMING / STRAPPING [ I., FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ol DATE INSPECTOR� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 04 REMARKS: DATEi O INSPECTOR PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 — TEL 631-765-2954 • FAX 631-614-3516 - email: joseph@fischeHi.com Date: March 5, 2004 Reference: Old Orchard Lane/Romeo Builders Southold Building Department Main Road Southold, NY 11971 Dear Pat, I have reviewed the plans submitted for a building permit for the above referenced new home. As per the New York State Building Code for the definition of a story, if this home is constructed in accordance with the plans submitted, only 27% of the basement is exposed above 6 foot. Therefore the basement according to the plans submitted shoul considered as a story. �pP NEW Y W g . 05 ` ss►oN°�' osep ischetti, P.E. N . . i it t-SMA i - i BOARD OF YEA r ._. FORM No. 1 3 SETS OF PLAYS . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765-1802 NOTIFY : p CALL . . . . . . . . . . . . . . . . Examined . . . . . . . . . . .;1 . y9 MAIL TO : Approved . . . . . . . . . �t� Permit No. . . I: L?' . . . . . . . . . . . . . . . . . . . . Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Building Inspector) APPLICATION FOR BUILDING PERMIT Date . . . . . . . . . . . . . .. 1-9 L. . i INSTRUCTIONS a. his atron must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zon ce of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, f(�� th�p c(�hs>gaq q , gs, additions or alterations, or for removal or demolition, as herein described. The applicarlC agrees t6 comply with ,11 plicable laws, ordinances, building code, housing code, and regulations, and to admit authoz zed inspectors on premises ar in building for necessary inspections. 21�ov e , (�uilderS (Signature of applicant, or name, if a corporation) �---1- �c &,K 1111 S 0 +tJA n/; 11711 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. G,D , ?ae . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises . MS. a.M� `" Q /Vli r (as on the ax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Lj�C___ V)rtS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. l 3.0 3 �+ . . . . . . . . . . . . . . . . . . . . . . ... . Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , UCc( k rnl t q. . . . . . . . . . . . . .( `'" l . m6,Lc:� . . . . . . . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . 3 . . . . . . . . . . . . Block . . . . . . . . . . . . Lot . . ./.Z.° . . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . O J e„�ti� yl) , \;ehc� . . . . . . . . . . . . . ?�4'hD^A 3 9 RA . . . . . . . . . b. Intended use and occupancy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .t.*;^7 s; ' t cure of work (check which applicable): New Building . . Y. . . . . . . Addition . . . . . . . . . Alteration . . . . . . . . . . Repair Removal . . . . . . . . . . . . . . Demolition . . . . . . . . Other Work . . . . . . . . . . . . . . . (Description) 4. Estimated Cost . . ' `; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) S If dwelligarageng, , numb of cars dwelling units . . . . . . . . . . . . . . Number of dwelling units on each floor . . . . . . . . . . . . . . . . g, g 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 . . . . .z 7. . . . . . . . . . . . . . . Number of Stories . . . 2- . . . . . . . . . . . . . . . . . 8. Dimensions of entire new construction: Front . .? l . . . . . . . . . . Rear . .`j . . . . . . . . . . . Depth . . . . . . . . . . Height . .: .'. . . . . . . . . . . Number of Stories . . . z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . 9. Size of lot: Front . . . : . . . . . . . . . . . . . . . . Rear . . . :.l:'r. . . . . . . . . . . . . . . Depth . ./.E. '. . . . . . . . . . . . . . . 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: .�'. . . . . . . t . . , . . . . . . . . . . . . 13. Will lot be regraded . .��- �`• • � . . . . . . . Will excess fill be removed from premises: 1 'Yes 14. Name of Owner of premises : . , ,1 �\ i'ti .i, , , , . Address � o >°. i. � �"�-u9- . .Phone No. `t 1 J. y3 3.E: . . . Name of Architect . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . Phone No. . . . . . . . . . . . . . . . Name of Contractor .4�:�: .r?r`�� � ` . . , • , . . . . . . . Address :` r1f1 �;,. G. G Phone No. .7e..). .ZG 71 . . . . . . . . . . L5. Is this property within 300 feet of a tidal wetland? *Yes. . . . . . . . No. X. . . . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. STATE OF NEW YORK, S.S COUNTY OF . . . . . . . . . . . . . . . . . . . . •'•` 4`�` - • �� ` . . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. Heis the . . . . ., . , ° , :C'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (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 be ore me this (T' ` day of . . . . . . . . . . .... . . . . . . . . . . . . Notary, Public { ;�. . . . . . . . . . . . . . . . . . . County "Nota u k,Step �16dt No.01 095328,Su8o1I1�� (Signature of applicant) Term Expires July 7,20__L 12/J —,� 7— TOli N OF SOUTHOLD PROPERTY RECORD CARD � Y) OWNER STREET VILLAGE DIST. — SUB. LOTif 7 j �6 Cd ward � C,��vs 7N�r�r h (JC U Q t'L ' K ;/ '� 3 F RMER OWNER N � � �� I E ACR. l l S W TYPE OF BUILDING RES. SEAS. VL I FARM a �U COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS `J 41 C14 - � /f 7 S' z� . "-,6 r,,, mss- 7� /ai . — rc K$ nr ' AGE j DUI bING CONDfN _,- rc I l_zz- A 7 1 1 , c�l�O irte' /cY17i i7•. T6 �`qK pl7�7r 1 / � _+ ,� i NEW NORMAL ; BELOW �BOVE FARM Acre Qom, I t �i ', - -c mx tfec- -- Value Per Value n o Acre ' ' P Tillable FRO TTAG O4J f�W#oT2 RR1�3 V1 oteSC��{oz'7/aq Woodland AGE ON ROAD Meadowland S•o— r- �— -- I DEPTH ---- _ i House Plot -- -- BULKHEAD Total 0%w .�e DOCK i m. S COLOR ,,.. ,7� , ._,., TRIM I i M. -TT I 4 ,I 6 I i I Bldg. 1 Extension Irt Extension _ Extension < Foundation r !Both vir:ztte Porch' - l p - Basement Floors Porch Ext. WallsInl terioi Finish LR Breezeway Fire Piace —r Heat r;', DR Garage ., Type Roof Rooms 1st Floor I [:R Q Recreation Room. II — Rooms 2nd Floor I N, B C;• zr Drivewov v LD PROPERTY RECORD CARD ' Q0ti,o STREET —Vl Ll E DIST. SUB. LOT)J, RMER OWNER N E ACR. S W TYPE OF BUILDING RES. SEAS VL. I FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Z-/ zc) Z6— ,F L � 14 AGE ---rBUILDIN(-, rnmr)ITInKi NEW NORMAL BELOW ABOVE FARM Acre Value Per Vclue Acre Tillable ---TFRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH L House PlotT7 BULKHEAD Total DO0Ci K COLOR ( TRIM 1 I i M. Bldg. Extension -- --- --- Extension -�- -- Extension Foundation Y Bath -- Porch Basement Floors 7 I� K. Porch Ext. Walls Interior Finishf LR -- --- Breezeway Fire Piece Heat z D Garage Type Roof 'Rooms 1st Floor ER. Patio Recreation Room Rooms 2nd Floor J B o B -- Dormer ''Drivewcy O^,b� s0O ■■■■N■■■■■lira!,■■■■■■■■■■■■■ ' ■■■■■■■■®!■Ili R' !"�■I■■■I!!■I■■■■■■■ ■■■■■■■®■■■IY■■�■II■■■IQ1■fi�il3��!i!!�! ■■ !■■�f�31■®iii■■l�ll1■■■■�■■■■■■■ ■■■■■■■■!!■■'i©ilii■■!■■■■■■■■■■ ■■■■■■■f■■■■■■■■■■■■!■■■■■■■■ .. . . . . Dinetteth FloorsFULL Kit .. Extension Basement SLAB v LR Extension Ext Walls SV,., Interior Finish I,,(t.,V Ct�,-r 4V Ck: i� Fire Place Heat Woodstove .,rch Dormer Attic Deck Breezeway Rooms lst Floor e Driveway Rooms . Floor Pool -_ - - M �1 � t , s • 1 J.. TOWN OF SOUTHOLD PROPERTY RECORD CARD �_ Yd OWNER STREET -7; VILLAGE DIST. SUB. LOj� f at aY ora =d WCtf T� E,49U TNJ�,- GSA JrC n 2- z c•=L� F R ER OWNER N E ACR. 0, C� S W TYPE OF BUILDING RES. a p SEAS. VL.' FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Doc %6 CJ / u r' is/1(178 ove 30 �3JCD a / 0 o I° 45 _�Jao 3� pa ��do sQ1 �r Sea �s oIJr 006s►.6«14. 706 ?2200 3 foo161 BUI G CQND I l��/ 0 1_ I�GGl7 r 9� U, �1 , NEW NORMAL BELOW B O EcrF _ FARM Acre Value Per Value - -- Acre reenkou e Deck _a x u I3 Y- oh ` - Tillable FRO TAG ON WTE,R- �3Z_ Mah✓nin �O t/uY Woodland FRO TA E ON ROAD , Meadowland DEPTH House Plot BULKHEADS Total aw Mir DOCK COLORTRIM f< t V :. �_ - a I � y i � 2 - - � � M. Bldg. — -- Extension L Extension I � x z. 3 ------ - ----- Extension /✓� x, / J z S S 2 7J Foundation Both i I S �Inette Basement ent Floors Porch Ext. Walls ' Interior Finish ' LR cd Breezeway Fire Piace - Heat DR kiii So /,5 T e Roof f Rcoms 1sY Floor BR.yP F t 'Recreation Room Rooms 2nd Floor ; FIN. B IDr rner Drivewcy —�_-- - IV 00 ��. 19NOWMI i ti r , HOLD PROPERTY RECORD CARD vt v a- Qo�o STREET VILLAGE DIST. SUB. LOT) [ OWNER r E ACR. S W TYPE OF BUILDING RES.4/6 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS lee 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 Y 2 ,Q 4zJ �� _ .2I BULKHEAD Total DOCK 4 COLOR TRIM� r t ro r - — - - I _ i � of � 'dif r 4 M. Bldg. Z = d '/ Extension — fit — Extension Extension --fi— I (Bath Dinette Foundation (p� ;tv, - _ ---�— Floors 'K. Basement p �� iExt. Walls linterior Finish ' LR D]R. Fire Piace T pe Roof Rooms 1st Floor li ER. �— Recreation Roomy Rooms 2nd Floor FIN. B �lDormer (Driveway j I tiy�O0Qy��Y r -� TOWN OF SOUTHOLD PROPERTY RECORD CARD - � OWNER — — STREET --- VILLAGE DISL ----- _ -- SUB. LOT ACR. REMARKS TYPE OF BLD. PROP. CLASS LAND -- imp. TOTAL DATE FRONTAGE ON WATER TILLABLE — — — — FRONTAGE ON ROAD DEPTH -- ------ BULKHEAD i 11 oil .a ■■■■ ■■■■■■■■■■■■1■■■■■:viii■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■E■■!r�* �le■�!■■��■■■■■■■ ■■■■■■■�\t 4 1id1■u■■■■■■■■■■■ ■■■■■■■■E157 !■ti©i■ii■■■■■■■■■■■■■ ■■■■■■■■■■Ciiw■A■■■■■■■■■■■■■ Foundation Extension X Basement m FloorsFULL SLAB LR Extension Ext Walls Interior Finish F) Fire Place Heat • . .� Woodstove Fin B Porch 0 Dormer )i 112� aAttic Breezeway Rooms 1st Floor -� ®` Driveway Rooms 2nd Floor -_ -_ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/06/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Romeo, Richard P O Box 1111 Southold, NY 11971 Clerk ID: BONNIED Internal ID:89121 13 1LDII� I TINJ I.&.k X x�—'moi EW�JL I Applicant/ Date. Owners Naine: 'Reviewed: Architect/ Date Engineer: Submitted: �E SCTM M: District: 1,000 Section: 3 7 Block: .2 Lot: lam, Project _ Subdivisioo p Location: 01d Dry t- (- .1 ri-,,U► me 8e Sin&le& separate Required / certification: (Yes/No) Rat. 1 ), WildReq. Zoning District: -T (I of size: _ O nduaL�/ � 1 (l_ot covcrsge Proposed I Req. /( i( Req. Req 7 (('root Pard _Proposed: 3 J t (Side Yard Proposed:�( (Rear Yard JS Proposed- --rI Project Description: ,ca,-7 r- AG_ E_ NC 4kER_MITS Permit REQUIRED FOR REVIEW NO YES Number Suffolk County Health Dept. 5cfo)L New York State D. E. C. Town Trustees 'I'own Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: X„�r t 7 Notes: L l/ J 35 lie 3 _ Y DSU GUS ��•-F.o - r NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH_1 Seismic Design Category: B Weathering: Severe Frost Depth: 36" ami M-H Decay: S � Design Temp: 11 Ice Shield Underlay: YES 04'Flood Hazards: USE/OCCUPANCY CLASSIFICATION: -� HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: / DESIGN CRITERIA: ENGINEERED/P TIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N F OR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADEJN DESIGN LOAD CALCULATIONS: Y/N, LIVE: Y/N DEAD: Y/N SNOW:Y/N SEIS IC: Y/$ IND: Y/N WINDOW AND.DOOR SCHEDULE: MISSL 'FEST REQUIREMENTS: Y/X:57-� ► " 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 COMPLIENCE19X'/N (RETURN TO PAGE ONE) I am familiar with the STANDARDS FOR APPROVAL \ Lv AND CONSTRUCTION OF SUBSURFACE SEWAGE Q \ DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. Q ej " 1`\r��a< C )UNIY Lc?ART" �??TC?FIIaALTIiSSiRVICDB TEST HOLE 11110103 �H FOR A el 6 C 0. 8 t a s PALE BROWN SILTY SAND SM �' ��Q�bl'° 6yy�3�p� ':' `�' '1V7-v " s o 4' BROWN SANDY CLAY CL l�� DOD �6 5 � � PALE BROWN FINE TO COARSE SAND b � � X8 � o � r_ 14 S W t i c o iv (" �J�i.'2l�✓` 10, n bJ THR7 FF,O�I DA'I S()vr .PFRd'rAL .erooyc c PALE BROWN FINE TO MEDIUM , " 7W SAND SP _ / �05 8 SURVEY OF PROPERTY © o,� Stagy 5 ; - Vb �o A T EAST MARION 101 0 : ov r If ® - N. � 19, ,� S.P , �. TOWN OF SOUTHOLD SUFFOLK COUNTY, NY - :9 - s 1000 - 37 - 02 -12.4 i x w r_ � � ,tel~ �° 0- SCALE' 1" = 30' I�'n n�° 0 42 m{"�^`� r �'' \ FEB. 12, 2003 �e oW E�. ( Iii /tE j v d U" Co� std P t. t 6�a L'ov l4 20. ?� (fest hole 1 ✓b OS 4 �c �Pvv / PC.. 2. hs r) 15 •50 00 ?10 �`� �p0• EX/STING HOUSE TO BE REMOVED \ p �l�ta° 10 o A\` EXISTING C.P.S TO BE REMOVED OR ' °? FILLED o A d°� P AI \ NEW WA TER SERVICE TO HOOK UP TO �w 4 of ' X05 1l• got 9`2 EXISTING METER10 0 P10 ss TER ?10 83 a° ?s9 o �0- ,s s' S BAYVIEW DRIVE The locations of wells and cesspools shown hereon are from field observations Plo OF NEW and or from data obtained from others. ® ® P��1. MErra�OP,p NO Py ' ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF SECTION 7209 Of THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTFICATIONS HEREON ARE FOR THIS MAP AAV COPIESSAM MAP OR CAOPIES BEAR HE AWRESSEDD SEAL OFR THE SURVEYOR �S NO• 4961� WHOSE SIGNATURE APPEARS HEREON. F� 618 NOTE LOT NUMBERS REFER TO "GARONvER'S BAY / f N !NA . L� a� ADDITIONALLY To COMPLY WITH SAID LAW TERM ' ALTERED BY " ESTATES, SECTION TWO' FILED IN THE SUFFOLK "��' MUST BE USED BY ANY AND ALL SURVEYORS UTIL1ZOW A COPY COUNTY CLERK'S OFFICE ON SEPT. 23, 1927 �ECONIC S EYORS, P.C. OF ANOTHER sO -DA E MAP. TER IN COMPLIANCE" NCEEWITH ' AND AS FILE NO. 275 (6311 765 - 5020 FAX (631) 765 - 1797 BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE LAW. . P. O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 1197/ 03 - 128 ! am familiar with the STANDARDS FOR APPROVAL R _ ' AND CONSTRUCTION OF SUBSURFACE SEWAGE Q 1 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the Q _ permit TEST HOLE construct. imoro3 61 10- PALE BROWN SILTY SAND SMQuo 4' BROWN SANDY CLAY CL �6 0 00 `!' L v PALE BROWN FINE TO COARSE SAND PJb o ` — SW �9 of G o (\VI ,o, OL veil LO 0 �'O'favo VP PALE BROWN FINE TO MEDIUM �R o c SAND SP r 5830SURVEY OF PROPERTY AT EAST MARION ® p�Q TOWN OF SOUTHOLD 0*1 SUFFOLK COUNTY, N. Y. 1000 - 37 - 02 -12.4 t o_ ` SCALE 1" = 30' ao a,4 FEB. 12, 2003 e © p 4 /t G fYy. \ ,Vev l4, 2cc� (fest hole 00-0. w �0 s cng b P VA DBc. 2i 2oo3(prop. hs ml LP✓ �0 f g0 , OS - < �� ✓� 00 2 Mae 5, Zoo?(revision) a45g 00io v 001 6jg 20• Z 00Flo A) �� EXISTING HOUSE TO BE REMOVED 0 0 � EXISTING C.P.S TO BE REMOVED OR W °� FILLED /N �.�A S pS a NEW WATER SERVICE TO HOOK UP TO ® �o p �• ?s EXISTING METER �� ?10 (0 $30 pl ani s?c� 05 s BA YVIEW DRIVE The locations of wells and cesspools \ o oof E 01 \ shown hereon are from field observations \ pia and or from data obtained from others. � J 9 I ANY ALTERATION OR ADDITION TO TMS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTdFICATIONS HEREON ARE VALID FOR TMS MAP AND COPES THEREOF DAN i SAID MAP OR COPES BEAR THE MIPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. NOTE' LOT NUMBERS REFER TO 'GARDINER'S BAY ' 49M C. NO. 49618 ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' ESTATES, SECTION TWO- FILED /N THE SUFFOLK MUST BE USED BY ANY AND ALL SURVEYORS UTLjZM A COPY COUNTY CLERK'S OFFICE ON SEPT. 23, 1927 ECONIC t OF ANOTHER SURVEYOR'S MAP. TERMS SUGv 'evSPECTED ' AND qS FILE NO. 275 (631) 765 - 5 (631) 765 - 1797 BROUGHT - TO - DATE ' ARE NOT pJ Ca:LIAIJCE WITH THE LAW. P. O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 03 - 128 l am familiar-w(/h the STANDARDS FOR APPROVAL / AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the' permit to construct. Y TEST lbHOLE lino/03 1��( Sia' bd� PALE BROWN SILTY SAND SM p,`&� dqj ID 4, BROWN SANDY CLAY CL X6000' & L PALE BROWN FINE TO COARSE SANDpJb� �' o — SW Ilin9 .� 0. 10' 01�e �pu -oO PALE BROWN FINE TO MEDIUM SAND SP 17' OM � 0�\ � , /L p°� �� ��� SURVEY OF PROPERTY © 0. , St°dcr� GOO ' ,0� UT AT EAST MARION a TOWN OF SOUTHOL D Z,s P °� ® 4, °s~ SUFFOLK COUNTY N. Y. .9 N 1000 - 37 - 02 -124 o iri9 �er� �o �- e� SCALE: 1" a 30' oo � �,s / FEB. 12, 2003 (Q b SDS © �� St" as June 9, 2004 (loundalion) � 0 °5g'00 io �o 0 P0, Z�58Z0 Z kA 0 N o w\ o P1 o- a� � 7oy 01 , * 9. --� °b, 8°583 a,� 269• \o OBA YVIEW DRIVE °� s o � s5 X01 The locations o/ wells and cesspools � shown hereon are from field observations ct\ Plp® and or from data obtained from others. of NE ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION .y'O�-1MEll OF SECTION 7209 OF THE NEW YORK STA TE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVIS/ON 2 ALL CERTAFICATIONS p HEREON ARE VALLA FOR THIS MAP AND COPIES THEREOF ONLY IF I SAID MAP OR COPES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 102004 02004 WHOSE SIGNATURE APPEARS HEREON NOTE, LOT NUMBERS REFER TO. "GARDINER'S BAY `'- ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' ESTATES, SECTION TWO' FILED IN THE SUFFOLK `. Y.S. LIC. NO. 496/8 MUST OT USED R ANY AND ALL SURVEYORS UNSPENT A COPY COUNTY CLERK'S OFFICE ON SEPT. 23, 1927 RS, P.C. OF BROUGHT SURVEYORS MAP. TERMS SUCH ' NSPEWITH " AND AS FILE NO. 275 BROUGHT - TO - DATE ' ARE NOT N COMPLIANCE WITH THE LAW. - (6 6'HJD FAX (631) 765 - 179 7 P. O. 9 1230 TRAVELER STREET SOUTHOLD, N.Y. 1197/ n.q - 19R v• iZ �c 4- aoC —f' SCDA-IS Rel# RIO-04-0007 l am familiar with the STANDARDS FOR APPROVAL _ AND CONSTRUCTION OF SUBSURFACE SEWAGE O DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �O and will abide by the conditions set forth therein and on the permit to construct. X15 a TEST HOLE 11110/o3ei ib PALE BROWN SILTY SAND SM � y, BROWN SANDY CLAY CL c °0 N N°{� \60• PALE BROWN FINE TO COARSE SAND y� o ,o a \'o1 o= PALE BROWN FINE TO MEDIUM SAND SP E• o�. Q 17' .5$''0w �p� / / w�� SURVEY OF PROPERTY s A T EAST MARION © \ °' 5 5` \ J TOWN OF SOUTHOLD 01 SUFFOLK COUNTY, NY 1000 - 37 - 02 -12.4 O Z d• s� �P �v� C> V. &� SCALE 1" = 30' w a �.. �..5 �s FEB. 12, 2003 QUI dte o w ''- ��.�a X10 June 9, 2004 (foundation) Jbpv o\ 0 o��L s\" ®9 LP ° �i1 OCT. 3, 2005 fFINAU �Q o'5 of 8,30 io\of \AO N 5• �0S Q ?10 " \oma o 'y p\ 00 0'( "0'S 9. � A ?10 ® 5g3 Lan s oob , s \ BAYVIEW DRIVE C' The locations of wells and cesspools \ �o cNF \ o X04 shown hereon are from field observations \ P� and or from data obtained from others. 0 �E OF NEIL.Y \ 0�fat. MET2 OAS ANY AL TERATfON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2- ALL CER TAFICA TIONS HEREON ARE VALID FOR TMS MAP AND COPIES THEREOF ONLY IF SAID SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR / y � x'961 WHOSE Saw TURE APPEARS HEREON. NOTE LOT NUMBERS REFER TO "GARDINER'S BAY ADDITIONALLY TO COMPLY WITH SAND LAW TERM ' ALTERED BY ' ESTATES, SECTION TWO' FILED, IN THE SUFFOLK ECONIC S EYOR MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY COUNTY CLERK'S OFFICE ON SEPT. 23, 1927 (631) 765-SrVE FA v OF ANOTHER SURVEYOR'S MAP. TERMS SUCH - INSPECTED - AND AS FILE NO. 275 P. 0. BOX 909 BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. _ LAND SV 1230 TRAVELER STRE SOUTHOLD, N.Y. 1197/ 03 - 128 PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD. NEW YORK 11971 TEL 631-7652954 • FAX 6318143516 • email: joseph@fischetil.COM Date: October 20, 2004 Reference: 2050 Old Orchard/BP #30139 Southold Building Dept Main Road Southold,NY 11971 Dear Sir, I inspected the metal strapping for the framing for the above referenced home and certify it to be in accordance with New York State Codes. SCF NEWS LU my�Fp 052g�� 4i�Co SSt�NP� Joseph Fischetti, P.E. Ronin-sV P� kspc ffl . . 12,OD-�e 1(o"or- 248wedoaLt . / 1 ' 4 ( LDI14E� - , . KL DEG11J015 ' v_ v / N � c- opSR � vi q4 AUG 2 6 2W5 I + °6'OLPLAf( O.VV1. o wl, _Vpr-p- M 8 2xld_�p6Aly . - c+ � xIOLGEe �, 2xa y�PS�,D r-q�Q�K + I r• _ a ¢ I I e,l I. �!� 2'n �LtrIL�V�R• �m ,! � IMMEDIATELY" i U p, 3E POOL TO CODE R '!. _� _ K- - ENCLOSE O U 0 �) ��'I' 7UG'71 P-47E - II UPON COMPLETION A � �� _ _SOU Uf '"�1 G1J FP-ABY, BEFORE"WATER" q 8 p1P � ��E!1411e1-oil � � � gcFLt; 11A11= � �Op • E I L E E N WINDniE 1DB DATE D E 9 1 G N - 4 6 0 BOOTH ROAD S 00 x B O LD , N E w YoItK 11971 TITLE SCALE TELEPIIDNE D5 r �� I + JI 6 3 1 7 6 5 2 7 4 3 IULMD �� N ( L , �4 : Ic 1 i', 411 I I �aol�Ir.�zHFno � J -� � tt� rz11'DOo��ola1,���G2Fsslu,p �Or�• . . I, L��-o Doti BG�,RrJ Pwv<jc �c2EEJ, (s�x6o PSTWtI�eal�c7f�EE. i J M -2u�PJ el(�0•L'� — �' R•�2xIOCr12oG�- -��'G1-3�2xIOC,len�e - - • � —� f I � xj/ Pos E�'(I�+ cC�-bG WALL- — - � I Itir�� C-�onPo�J_ F N r k�a3 DEt,9�'�,Q'f / 1 --- - - - w _ IOIIGiG1_4l�'LIP,� Ir.�• I . � ���� `�-��'I(�xl(o'I Pc. I --_ '��I �� �� II �� ,1 . t��— otf IL _ FRIVf �SCP1 !. `c roe �� �• - - NPS —,Z'6 'LEy2l=!W - I - I I JOB DATE E ILEEN W INGATE ��77....// `i D E91 GN _Nulcrii- I-_ 460 BOOTH ROAD S O D T H O L D , N EW Y 0 .. 1 1 9 7 1 T I T L E S C A L E TELEPHONE . 6 3 1 . 7 6 5 2 7 4 3 -�I1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER 'MND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4-MAX. y*T1 4'MAX VDIA.MAXIMUM 4'DIA MAXIMUM POST GIRDERLHEADER so 2 f A . POST/COLUMN 12'x12'x12" CONCRETE FOOTING so DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USPNUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4POST PAU440RWhM POST/BFAMANCHOR APPLY TO EACH FOOTING STAIR RAILING USE MIN (2)1I2'DIA GALV.BOLTS WITH WASHERS ANDNUTS s.POST PAU.OR 4YEfifi POST/BEAM ANCHOR APPLY TO EACH FOOTING 1-12•SPACE � MI�NIMUM HANDRAILS 'j1} GIRDE POST GIRDER/HEADER BALUSTERS RIMDECK JOIST POST/COLUMN CONCRETE PIE OPEN BALUSTER FO WALL HANDRAIL CONNECTION ALL HANORAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN I-114'NOR MORE THAN T IN USE MIN.(2)12'OIA GALV.BOLTS WITH WASHERS AND NUTS LOCATION USPNUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,ORTHE SHAPE SHALL (2)BFAMS FAU44 UK W1,44POST I BEAN AM CHOR IIAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS I.s.OR WE66 POSTIBEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CON11N. GIRDERIHEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 12'DIA.IAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLOC ®16'OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE t STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMB POSTICOLUMN BRACETUBE RIM BOARD FILL AS PER MANUFACTURES'INSTRUCTIONS FLOOR FRAMING r 2x JOISTS STRINGER -111-III-111-III-111-III-III-111n1-11 BLOCKINGFOR JOISTHANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS •e LOCATION USP NUMBER DESCRIPTION APPLICATION RIMJOIST/BD 4x4 SOLID COLUMN PBS44I PBSE44/KfA4 POST CAP rWCHOR APPLY TO EACH COLUMN �•� DISTURBED / POOR SOIL STRINGER TO DECK/PORCH CONNECTION fixe SOLID COLUMN PBSfi61 PBSE6B/HCfifi POST CAP ANCHOR APPLY TO EACH COLUMN LACY4 LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRR72 H.C. ANCHOR APPLYTO EACH COLUMN VEL DECKWORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL ' LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACETUBE FILL AS PER MANUFACTURES'INSTRUCTIONS III-III_III-III-111-III_III-III-III-11 _ wOODJOIST ApiE,� NE 1'p 1 WOOD JOIST JOISTX53' �EE9�f-�"f BLOCKING CONC. PIER FOOTING `� O BIGF00T SYSTEMS FOOTING FORM Q' .l GIRDER/HEADER INACCORDANCEWITH SECTION 1W.11 OF NY.S.RESIDENTIAL CODETHIS DESIGN A WOOD GIRDER COMPLIESWITHTHE IWENTOFTHE CODEANDTHE MATERIAL OFFERED 15 W ( LEI w WOOD JOIST GIRDERIHEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT 1 , PRESCRIBED IN THE CODE THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADERIGIRDER ER-5495M0 SUBJECTTOWE CONDITIONS THEREIN. Np4 ALLJOISTS CONNECTED TOA FLUSH HEADERTO BESUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTSTHATARE SPICEDAND `4fi THE PROPER STEEL CONNECTOR. USE WITH W10 TYDOWN ANCHORS ' IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS LOCATION LISP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TOGIRUERHE tcK RT10 TYOOWNANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: NAILING SCHEDULE 1) Unless athelwlu nWed,all baminp mvlsdalto NMI ACO pnswretreat dlumbecJOINI'OESCRIPDON NAIL NAIL NOTES Al fedeman,hangs.and anchor lb be peMmoad m daindan steel. QTY. SPACING JOIST TO PER TOE 2).GlNae for dock lobla b W Wind or anchored to eatlt post or Par with washers and nub. SILL,TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL Girders an conmatts plan shall N antltord Min prow vbal connectors mahond lots nomads With aminimum l2'dbxrlong anchor Wit with manias and nub. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING — EACH ME 2-AdCOMMON TO JOIST END NAIL WIND SEISMIC FROST WINTER ICESHIEID 3).Pools supporting glNars shell ba anchored to•12NUN129hlch concrete boiling. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNUERLAYMENT FLOOD BLOCKING 2-gd COMMON EACH TOE Usaaminimum l2'tllaxTlong enchurbdlwlN wnbn and reals Foognge Shell LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TOJOIST END NAIL Nob bebwpnde --- BLOCKING TO EACH TOE 4).Derk(alab b hew blorNla,al B'B a c. 45 LBS 12(1 0 SEVERE 3FT. LTO HFAW MODERATE 11 NONE SILLORTOPPLATE 3-had COMMON BLOCK NAIL NO aT\Lfi IT`�G l LEDGER STRIP 3-1WCOMMON EACH FACE 5).A minimum of lO Inch biting shell N lmbNd bebrsen the building and ledger. TO BEAM JOIST NAIL Ledgu on N fastened to building with 12'dia.bolls with waaNrs and nub JOIST ON LEDGER g.Btl COMMON PER TOE pPGG a16- TO BEAM JOIST NAIL O JOIST 6)Comoro. n sh b plaall N a minimum IT above grade. BT3-16MCOMMON PER END TO JOIST PER NAIL 3or- T).All Islas b Imvupprlecl who hangers and anchor .Each Joist shell also N ancNnd BAND 10 P411 2-IMCOMMON PER TOENAIL roglkahq SIU-ORT PLATE FOOT I 4 i ' � 1 � S t I ! i 2- �xE'r '�a•, 7 1 r� !I Al i z ,. 12x -( 2 " 2tt21n"El �° 4b g� 2x4K2(.), IU-O-v, . nu pv4av,cc, ny(e 12 ((P' c. ILL t I 1 ,- C),N; 6_ - _ AV/ — — �— F NE 4y y 46341 MVRF�NY J,IGI CZL Mlfs t?`1., D - - P pscpFr Oy OCY,?f✓'i'�4�A{�7� �`al' '-%:?N,1 t ' APPROVED BY ef,9�G1.1.-G' 9 1 SCALEI/4 ;; DRAWN EYE - _ - �p 'Yu• 6250 �2� v I fE3S10N�' ORAMNO NU;mm/, ,9 ell R, (J5C7CDk'C.i2 - t P 1 LVL- 01 D i j pa 15.% t j `ra, , Iv, VWT09291111°J•34a ., '... - .-,- J � 1 , 11 I '��T57"" `-PRS` --'C•f' j _. .i!fCi ` ~ o, P_ r � h h rT gip: i, i 1C tt I 113.2 ' � ' ! 7 lor �!06,v z l C i t fo.D' �_ �c A x pl ' I t { '. may \SCM SOP fA G� Is /yJ (y�� i O/.TE: II i!� IMN �PPRtlVEtl IY' VHIIWM BY rya s � �OFESS\ONP or�lvnMu tau R IL �R. ILI, t IL , I _ 1 1 4 1 � //(�� i2 ,2�G�1h �4°:*Pxlii„T ' C� JIyFlfttFE b4.aG Rl= IAm of TG l"TEY-c.. TcCA L i-1 L-r N,,T.p7a ,-f Dick'•'i?c, w tom. - P.CrO� I:t yF'R' w�� Q�-i L1"!I 4f�' '.:pISi.� �,,i ti.,. -. ,. 1� � i „'i�` 1^NT^.' m!1'^f� - � 1 y♦M.A..r AQ�sNOEbWl(L`� ��.1 _SCwl6 4_ i DRAW_N G-YC.��AK woo"- M4AN .lI � wom FFA AiKi ' LlJ':flaq 5,�34t�&. �K. Ap r - _ - '�I '•OFESS0.1 � DRAWING NUMGER lT 6110> tot CL tit'E! `' ^ x 4 Uj A 1 q� I �j i - P - � l ZIP LEI, IF{ l 4 M ; - - - f q " H4 F- We 14411 UC, 1�. I/Gl2�G4 dpi ��i,'iUr` 1. K!T 4Evt:S tui tl. t�ii..er--N T MURPHY D01 CC*4er 5 D pF NEW A Y� C�,[3 pRG1�lYRD' �.hi R.IDNI„ - ¢15CHFnftS;�'.. ecA�E. ayC�`C`J^ Awnbvso av DRAWN e .i.J+ • a � 9 1��'I DATE' I��r"'..V ��' V FESSiCNP� .I OMrIN°NDNTiF Yt_ f . Mill __ ________ ______ _ 4 1 ti I 9 I i i. '6t+V r. t'P7) t-lop"Flfin' Wyk tiyt? 111tJC ��LJ 11 p NEi7cp'px� etti P �F" HFyov OLD oz-uXPfiD, V*, , APDN r �'•4 �, ICALfi: ( � 1�\.v APPPOV90 BY. 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'Tl,d '7" l ollxF'og/m" 4,?u '3�5'vol' 1 "f/ a" 4,?C) { "�' � Q� _ 5jo — 5yu �::�"? riv�n� �..ai?rz� ;�x,,�_- ..>�ru nkrs�.iK,ru�_rrz�' ! a` �_ �•_ ,�- -----�' fDL_ Q ZU6� eJ• R'r , T'46RM�,-TRQ i (a,"1 �..xYa.Q� IwIU7'RY I'.,xYN2• il-I�GFM�-T2UM+I P.P.fF:GI.(.�°7r1 i - � � -'- T —'-- —� � .�.,,...-..,,, V47K 2" "Y{4ox '�2"Qv I t�f3pcT 7YT�,x13�7 tx� �kYLlu µT m,a ( a 1k1 �! o Wf 4x4 POT rcI 1-I ,4'X it r L��fl m 11i7f E �LL FdIUGA�WS"Td 'Y7E Ata� a � h i 341-1 F,R FC�RMANG� — '' , I M ?ACT' W/vf C)rA M'r c L.A-Y. l I P Nor 'A U. W wt[ otic MUSTi- 144veIlk LT ! 1 I�4� is L . f5. ?`J� An VEtlT lIlku aic4 � ' ai �PT'14 F'�A6j4#�l d t RcxP, - _ i ,wij wI 1 4 �q I I i 'T . tv .' a Zr-W VrOA fel 1*475F. I a W' G Nor r � ruAI G,l.�, a ?JIB' ��� •` 7 V i . � '3-��.`fY � � — - T-b 40 clsr{ Hou; . N -- — -- -- _f"IJI J7 r�Lxm tiu {a,2 w!qr hfCs3CWS 1 F Mp lJL scy SCALE: f al1�a PPRCWE�pY,i ORA WN PY� , e 1 9 O,AtE: 11.4 F05 - W 052 _ _ r'ES$10NP� f1RAAMINC Nuo'"l' GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RE ID NTIAL 1).RIOOETO•WIFIFRASSEMBLY: BUILDING USE 1•U4'x20g$ug$aba WWlbaabadWloewhpabofmbminamodeaeb W)63A. JOINT DESCRIPTION NAf1 NAIL NOTES EIGHT In each rad of ne collards mad rohanscollardelousivillnimuota te sed 4 bibuisad number W Sol nab mllr IM. RAFTER TO S`WAUL 3Rd COMMON SPACING TOTAL BUIL, OFCCONSTRUCTION CONSTRUCTION NOTES: TOP Pure 10'WALL4-Bd COMMON RAFTER TOE-NAIL 1).The lnfomwain slin wn this mail of mnWwdkn do=m*Is selene mb"cledpn 2}RAFTER-TO•WPLL ASSEMBLY: CEILING JOIST 8'WALL:add COMMON EACH DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION COOS AND InWdane Binding dnemw Theyud WW40d"A cq Cftn Mid,rot a sobWmb Labral trpdng and el•r will ommadlas for resew.seeing a base m asp plata""be In TO TOP PLATE 10`WALL: COMMON JOIST TOE-NIL 1995 SBC HIGH WIND EDITION WOOD FRA CONSTRUCTION MANUAL for y,w*Accepted good bubYIn�pppMka and mmaged"with mmM New yak accordance to 409 3.3.When a hearcr himsdo rot%I b Jiro win duds below,Mn FRAMING ELEMENTS AS PER RO R PLANS CROSS SECTION AND GENERAL NOTES State building cod".The ON"Conbadole responsible for provmep standard or angles shelf Mdyd•d W the wag by pyla sed W will top plate shill be atladml to CEUNGJDISTTO AS PER TABLE 3.7 EACH FACE Cohehuction deyge and prucsdsm MenUP°WOMMiDUgF U4BhW .sSud"IV go toftwait 04 with uplBcpmeWas.Rosy onmundng the name sols of the busing PARALLEL RAFTER WFCMI-SBC LAP NAIL EXT. BALCONIES 60 soMdaneaw OmproOomplwdpamat shelf be connected with upBtmnnwiom in accordance with tone 33e CEILINGJOISTLAPS ASPERTABIE3.7 EACH FACE DECKS 40 OVER PARTITION WFC%J LAP NAIL ATTICS w/o STORAGE 10 2 The General CMbaeoris responsible forenwreg 6Wae work 3).WALL-TO-WAUL ASSEMBLY: } COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 msebcrrorafedWm day,mMty she bash rail,,,oMlmwa Wm repeaters,alto. aWall cpdism Wbmn°Mdub.Mmx•llmr"vel Nall W~ad WWI upllRprseabheIn TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF GROUND SNOW LOAD Thmwdx•mmboweldwWmpmtoftlsepwAWlanf° Ugs WYtlslg itch aamNancew151 tache 9.3b.WMn wall Yede Wee do rad fall with alert'below,the LIVE LOADS PSF ( ) 45 Would beargw°dmewn ginv&dn wNaw Pan. snide saaaaYdetlbemmrm mamberInme lbpf aeeembly with fracas mmedon In BLOCKING 2-ad COMMON EACH TOE (' ) ROOMS (OTHER THAN SLEEPING) 40 scmrdenu with table 3.3. TO RAFTER END NAIL ROOMS (SLEEPING) 30 3}Dimrwbm$1al tams pleadvedover scaled minirgs. RIM BOARD 2-iBtl COMMON EACH END STAIRS 40 4).WALLASSEAIBLYTOFOUNDATK) . (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL Fkd walahede Netl OW Doraleded mtle murNydM,Wplsle,abotlom play with uplift GAURDRAILS ANY DIRECTION 200 4).The engineer has not been rgead forcomtuWM elpmybn and smOmY no conwaw StnJ memo&dist have a mnmum ambedmemof 76nhm In==be WALL FRAMING: EXPOSURE CATAGORY rpalslbMy fawMWXlM mwmnging Wei"a Pnem,nur mspwWblMyfa fouMWO"rd aybatWWda.15 Inches In newsy bkzk faunealloi o lapped under mmWalon m°ars,mdhads,bchnipuY,spls'IUW.a procedures,or sid US passadrWled y.aad'ra•whn Isley"3M.When abel°tram re lopped under ds JOINT DESCRIPTION NAIL SPNAILJEND ES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION pswuum one programs in ,nadJDn wvth the mock.Thaw an ro wriandes for a bottom day,3Inch puenwnha Whin be madwim me anchor bolt' Ancha bolt TOP PLATE 70 PERNAIL ROOF - FOUNDATION DETAIL PAGE & GENERAL NOT PAGE specific use expressed M Implied Ines use of dim pain. spacing M m be apsmd and shad In accordance to table 3.2a.In adddbn b sparing, TOP PLATE 2-15th COMMON FOOTPERNAIL NAILING SCHEDULE SEE GENERAL NO PAGE °no wr bob s,b be spWPtl between 8-12Inchse from the and of 8111 plate am al 4Rd«m the wsdox and Dox schedule f«YArlmoppbgme. cams. TOPPu'�EUAT 4 1Md COMAON JOINTSE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS EA.SIDEL FIRE PROTECTION e}TM GanerN CMVrmrNmreurs eslmseommyyo prasbrsced ihedaasamasla 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' E SEE FLOOR PLANS aYmsds maodadurds speddcadom am applixble Dodge. Type l axyda newwalls with a mnlmum of 7116 Inch wood elmwaal pard on dsadelta STW 2-18d COMMON OCL (SMOKE & CO2 DETECTORS', attached AM Ad common hely d 6'o.C.atm.pand°dges and lex D.C.In his Bob,and TRUSS DESIGN N/A - STANDARD STICKFRAME CONSTRUCTON 7).The Damsel Contractor ta to oMeullwith tau nshx all bWNn Items 12 Inch gypeumwabowd n to lnewbrahecsd with 5d molar name At 7'o cd asst HEADER TO 16.O.C. E much se boukrases,delving,pansy,classy,blM,Ann. edge,shut 10'mc.In the laid WWI b°In accordance with the length requirements spedbd HEADER ids iCONVAON ALONG EDGEL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 a bable3.15". TOP OR BOTTOM 2-10WCOMMON PER 2x{STUDd}Wind bed requienrenb Nag be taken Into am wo duM1lg cMWWebn. d).TYPE II EX7ERORBHEARWALL CONNEL'TIONs: PLATE TO STUD 3-1&e COMMON PER 2x8 STULBOTTOM PLATE TO:FOUNDATION NOTES: Typanewrbrd aramesWWmsdmamu6rmnyayble3.16"donetheappwpnale FLOOR JOIST,SAND JOIST, 2-1ddCOMMONPERNAILALL�prySTRUCTIONSHALL 1).The Crwm Caaractor am Mason to review plane,*Wnfi ha,detaiy°m none b length eWuWnnt yds°In table 3,16. END JOIST OR BLOCKING FOOTE:t2 CERTIFICATION OF determine,Intimated leighyarinlWWfwoNa)"almelgrade. 7).INTERIOR SHEARW,w.CONNECTIONS: FLOOR FRAMING: NAILING & CONNECTIONS MEET THE REQUIREMENTS OF THE Allowable amd ne erngtiw U provided In table 3. gall be psrmitw m be lnoeseed when NAIL NAIL REQUIRED. CODES OF NEW YORK STATE. 2).NbWng,ymWlM umisbaWd(vhgel)adL Assumed pushing 3000pd Interim Wheerwas sra used.Sheathing and oamWtlora shed be In accordance with JOINT DESCRIPTION QTY. SPACING NOTES 2A.42 rad 2.2A raapWlbely. 3}Provide l7 expnabnpwmaydel benan mrxJ.m rah am Pmmng e).CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP OR GIRDER 4-Atl coMMDN JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA cones a masonry wile bantlng In samor a unheated harm Ann. GROUND WIND SEISMIC FROST WINTER ICESHIELD {}Arty wwowroreywW beach WarlwbexWngongele abpmra dud H°e°WrwdbroWwwwocitta'w°heRboobdWwkhuWRmmclbnelnwwrdom BRIDGING EACH TOE SNOW' SPEED DESIGN FATHERING LINE TERMITE DECAY DESIGN UNOERLAYMENT 2-Stl COMMON HIVAR08 Z < beh$WWwith N4nBier,16'migatIra.a.Use approved epory for Innebhom 3N1ablW35.WndbxWlplsneflWldehwabdamnecmninemortlancewMtebb TOJOISTENO NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REWIRED LLJ 3.6. BLOCKING EACH TOE TO JOIST 2-Bat COMMON END NAIL 45 LBS. 120 B SEVERE SFr. MODERATE SUGHTTO 11 1 NONE 6}Unlna otherwise mbd,em slabs onpW robe 2liDO PA.I..CMoesmM g).GATHEDRALCEIUNGASSEMBLY: TO HEAW MOOERAIE O pared Ma Inch thick wdmgaval mlvAlh Wake meNrebbmmg.pianissimos WhrssddpelebMueW seWWudua bssm,neraltels shY eXMrbe notrletl rad BLOCKING TO. 3-iISd COMMON EACH TOE f :V Bi be minimum 3.12 inch tt anMaM M mp ofule bssm m elope mnnedM"I be aYched bamcm rafer4oddge SILL OR TOP PLATE. BLOCK NAIL - 6).Crawl me=m be provkled with a minimum IIIN24'accmm,opening.lnatell ae Wnefeng the ched With Above rcoming edimrof X16 ng.CMnedbmtolAe rasa enewell els be be LEDGER BEAM STRIP 3-led COMMON JLA019T F � ROOF SHEATHING REQUIREMENNAIL TS FOR WNAIL NNDINOADS- . SHEATHING LOCATION 8xt5 ceWl mon fourlddlah vwmlorewry 160 p.R.of Arms. JOIST ON LEDGER PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Oy , 7).Dempprcol ederloroffoumWMwwl hyucroumedng Ypr.plon R406 of DECK AND COVERED PORCH NOTES: 3-fie COMMON ,r TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE Ad COMMON 06'O.C. 86 COMMON 0 W O.C. 9EE NOTES:1,3 LL h N.Y.S.RWsitlWnbl CaebuDlbnCede.A&mll pdyethyiem Min shad be Wppbtl awn 1).Unloohwlm noted.Wframing rnabrsl s be ei AGO paspn bested lhvnber BANG JOIST PER END ds baba grade VAM of exydorwaty prior b becoming. Al faWyran,hangars ndrneen m bs pWldced OWlnassabal. ATO ND JOLT 3-115d COMMON JOIST NAIL INTERIORZONE Sat COMMON®8'O.C. ed COMMON�IY O.C. sEE NOre9:1(BOTH FIEIDS) S p NOre:2 FOR PANEL FIELD 2- 8J. - OC BANDJOISTTC: PER TOE"L GABLE ENDWALL RAKE AND RAKE TRUSS Stl COMMON / 03 6}Dal aYp«WecdM RADSdN.V.3.PWadndd Calebuclbn Cotte. 2).Gedm mncere,osyma bWedmeach pPiwlb wn!co mors 2-110d COMMON ® 'O.C. Bd COMMIX)®I'O.F sFE NOTE31,9 y Girdles on Cawwb Olen WWI be snchorsd nth prograleel mnrocmn ndmw SILL OR TOP PLATE FOOT SEE NOTE: m FRAMING NOTES lemcwonewMamMmum l2'dtax7'loganchorlldtwhth wYhavil nota. N TES p�F COMPLY WITH ALL CODES OF � 1U 1).All framing bchdgree sdmWatlampraecpydselpn o118g5BBC High Wind 3),Paab supporting laden atsd be anchaae m a 12k125r1YWck comcnle loolInY. JOINT DESCRIPTION 78dAS "TAOLF3.01 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES OWVW YORKSfATE & TOWN COD o EeNM Wood Framing Construction MW^WI' Use minlmao VJ'de.7'IalgrMo bill with washers am my Footings slsu A.�' REQUIRED AND CONDITIONS F = be 3d boat/grade.CMOM sirs b be Coati with W pomsddeckswith roosapsgune STRUCTURAL PANEL1).For rodNwthing within 4 foot offs parkeyr•dge of the roof,Including 4 fast Meech Wide m Ile mofpesk, 10 2).Unlen otherwise mal,W hearing wall strcluml wood mala d to be e2 F BTR fit I fool pecneteretlpe mune edeahrenb required ehai h used. SOUTHOLD TOWN ZBA N^ DongIY FIs. {),OWr"rjdne b f WE aadalg et B'00.4. II CEILING $HEATHINIG: z).TWhuletedlxinDno.enalepedngassumsedssthlngadetlleamrsmrJhuselemegmemberswt 4s. SOUTHOLD TOWN PLANNING BOA ID 33}Fie mile,Call and matters to be spaced r 16 Incise o M unless noted 5).A minimum of lO Jodi feeling Will be aaWael between W bAk%V and ledger. JOINT DESCRIPTION NAIL NAIL NOTES For framing members with N.42KGQAIL the hall speWp Mal be reduced to 6 Inches ox. Ladles to beyd•mel m boding With 10 did,bob with washae ane nutsQTY. SPACING 3).Tabulated 4Inch ac.nd semong aswnem oreaWng b rafter ass framing members SOUTHOLD TOWN TRUSTEES where headed. GYPSUM O.C.EDGE rg spedCg shad be reduced to 3 Inches ox 4}Unessllhendeerone, (2) fwad Deaden,to be(2)se10Yn each aide Fit. WALLBOARD 5d COOLERS 10'D.C.FIELD am nwnsrs wimo.4x.Gw.u,the mu N.Y.S.DEC BsedngwNhadaramaval2)led1erode and(2)2)full seats an ea Nems Ball 6) Canoeb pt's ahatlhamesnum 6'Whowgrade. opening$.LVLnwarstohewBits Wile am((Ilei lengthsbdnn WOKsideW WALL SHEATHING:: FLOOD ZONE apnIna.&acing wag wlntlw Wls dMl alw have(2)wintlox sill plane fa 214 wall �.Apps bsewppomed wash hangars em nchae.Each Jotd NY also searcJwred NAIL MAIL PEJIh/ LA/1,G opening,between 4-1 am E0 AM 2x6 wall opnkgs b°bron 5'11 Wm m1.provide S° md�(s). JOINT DESCRIPTION OTy SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: am blocking whom applcape. MP YWITH CHAPTE "46"o 5).Covered!Rods Nal be assembled and an and the sem hearing,as°ypbl budding. STRUCTURAL ed COMMON AS PER TABLE 3.8 1 IL81ACING NAIL SPACING AT INTERMEDIATE MAGE PREVE TIOA= 3}Nuehb.rs b Ail db smaIl be Initiation!Initiation!with hwry duty gdwnced lsnger•and PANELS WFCM-BBC SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES FLOOD D IMAGETOWCOD Wrohan where applicable b all Connecting rosy PLUMBING NOTES Zile,OSB TD.C.EDGE qm 0) Double ptlo"r)olWy anderwaYWfsl Nn aralblmr A d °or)dammMhbb auars. 1}AII Weterppply,dranap and v«dlnpmha hrWledY per N.V.3.RYldentW PLYWOOD edCOMMONI 6'O.C.FIELD IV EDGE ZONE led COMMON M6"O.0 Ott COMMON®1Y O.C. SEE NOTES:1,3(B NOre:(FOR PANEL FIELD 0 Floors to have Ceramic ilia Caballed"be verled for proper bed mpw*y arm noted Cwwha n Cay, WALLBOARD 5d COOLERS 7.fir O.C.FlEGE LD INTERIOR ZONE ed COMMON Q O.O.C. ed COMMON 0IT O.C. SEE NOTE: Q) Z on mvidlans. 2}Vedysepfcsysymwkin M Nlhewlo SufMkC=*Haab Deparbnerdappbvsi NOTES 7).pmvileblmkinyhddglnp Innpmpyy at 5l aP Uas nim bbdtllq In loayJley FLOOR SHEATHING: 41 adxalhedngwWa 3}fwW WdApldmapley aro art protect Add her sm/planblngrwnewok, ,DINT DESCRIPTION NAIL NCL NOTES THESE NOTLB ARE ONLY TD BE REFERRED TO IF MENTIONED IN SCHEDULE NOTE Y Modde edpueybradng WplcombprobanWd Wpuern Ind. ure.V packing tle QTY. SPACING „ UPANCY OR 8).Provide Insulation baSleeatesee wnb between raYrs.IheylldM blotldngY codesed manufacNeL rsmmmrdslbn mrmadnun hateene ane spading wmatbtl. STRUCTURAL OR LESS BACOMMON 6'O.C.EDGE DNDE�MITERSC 1).FamlWleaddng within ams anon,the edge elyWn«"nq neaw. t'OR LESS 1Y O.C.FIELD �rrrrr rvrrc be mad = S HVAC SYSTEM NOTES T USE IS UNLAWFUL g}UrhNss chase rotetl,Wmob ndrnlebhw•minlmum i2'mlrx.4-plr Fir N TES• AEDUTAEp 2).TWuyyd 12Ina1 a.a mil p.drng�p TED framing m.mb COX ext«M deadrggw•PMv1od.Plywobdtoarwr overplene and neae«w 1 arequirewl phmn6wwrsmpMSBymredhulrg Bid spplba6l°codeeam eabry I�OAB.Fahsmirg menlbMwhh 0.4leGe ngWN.lmrsda 6lrhdhY" 'THOUT CERTIFICATE ;B THESE NOTES ARE ONLY TO BE REFERRED TO IF D (3 •,,,n, 1W).Unless ollerxse Called use 3/4'thick T&O PTS Fe or Admission plywsod KM= 2) HVAC wibommackrt°bJudy omrdmaes Wil slogan date and rvrydremenb with th MENTIONED IN SCHEDULE NOTES ONLY. 3).Fm aledo peml°klbg,gr�lp[d s m(ed mrcommlglLOCCUPANCY V' adhered wit PL400 adessln will wowed m floor)osb.FWdred floor b be tnsyled Vf V overWbffwa pr muedadures immudlas. °Qdp"0"t°upse"' 1).Nsilnp raqulmmads ore bretloowY sheathing FEE: II 'J a''S BY: (,U hebd°•"rl�anteratfwpwwladge.ewwNYmblp DO NOT PROCEED WITH NOTIFY BUILDING DEP RTMENT AT RETAIN STORM WATER RUNOFF sof i} 11),NbabmomwWebhw l2'dik*mWoYwnYbnlehWbdL GoWawshnd 3).HVAC p6mntractorbpravltlelW sysbm syWltlrewkg and submit llmih Gen" in"3'm.dratgw neledamobbbhlgh« FRAMING UNTIL SURVEY u Cwmr c sed°nwlorMal rwlew am ra•I, p0 765-1802 B AM TO 4 PM FOR THE cebge ptla•rmmaasbave 5raletogwx•aWadshed. wpsydbuWIng ehmberl* tD, doubled, oublepuralsM rnnedurd OF FOUNDATION LOCATION PURSUANT TO SECTION 45.100 • m have regular l2•shselrmk.Nlwalematapq am mlMed. ELECTRICAL NOTES: nlWrnbers ehalhdm6hd,or•itemale connectors, HAS BEEN APPROVEC FOLLOWING INSPECTIONS:WNN m Nen ptane,ahem be mite m msimm�mad a.m. TWO REOUIRED OF THE TOWN CODE. lL1' N 12}N mol with a pleas lase high 4:12 MW be InWlled wBr n We A,Weber barks a 1).Ad dWoek•I b be lroylled Y p«N.Y.S.Reshnlid Construction Code. i. LLOWIN IN'I approved equo.Flat r"ole dal be apWed with°Ploughs base shad with an EPOM 2}When walNYmeg saMmuous a'«canroded FOR POURED CONCRETE torch down 4Pa matialkit . 2}All eleddml work sham be approved by W gmlBN Undemdler. m ba n4u,ad ml-led ndI prfool FRAMING & PLUMBING 2. ROUGH F NE 13),N Will plane and wood In mntW with own#%to be pnwura booted.86 pltaebPLUMBER CERTIFICATION 3 3).Install Smoh dsbcbrW sat CemM MasdtlW b.sdan mraprptYp«eeamn Rsifj . INSULATION Joe haWed with from till past ad cop•r-im twnlW MM ar approved aqua. of N.Y3.Rssltln"id CaWmlbn Cath. �'� 150y 4 r' MUST ON LEAD CONTENT BEFORE 4. FINAL - CONSTRUCTION BE COMPLETE FOR C.O, ^ d` PLUMBING CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE ALL PLUMBING WASTE SOLDER USEDIN WATER REOUIREMEMS OF THE CODES OF NEW r _ r +,�� ( r 6 WATER VINES NEED ' SUPPLY SYSM CANNOT YORK STATE. NOT RESPONSIBLE FOR m W TE BEFORE .,u TERING EXCEED P,'10 OF 1% LEAD. DESIGN OR CONSTRUCTION FARC4IS• p p D 5�pyrv2� ��1 SL z, OFESO W CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNECTOR RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD a SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END J1ST FLOOR-UNDER-SILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE TVRIr USE WITH 3•• SQUARE WASHERS TYPICAL RIDGE TO RAFTER STRAPPING eI RIDG 11 E BEAM TA RAFTER STRAPPING USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION- FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 112' SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUD. — ANCHORBOLT CONNECTION F WNDATION SIB'DIA. +NCHOR BOLT RAFTER ,''OR ALLOWING CONNECT CORNER STUD UPPDRTING M+WM M PACING HOLDDON' . INSTALLATIOIN TO TRANSFER SHEAR SILL PLATE TOFOUNDATON 1STORY COC CRAWL SPACE OR FOOUNDATI TOP PLATE FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION TOP PLATE COMMON NAILS QD 6" O.C. W SPACE OR FOU DATION x sTowEs ae oc --0 WALL BOTTOM PLATE TO FOUNDATION 1.2 STORIES SP OC ny LAB-0 RADE vvJJ WALL STUD SIDEWALLUSE WITH 3x3 SQUARE WASHERS WALL STUD ENDWALL (USP LBP858 OR BP583) Z Lu TYPICAL RAFTER Tn WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STI-D CONNECTION SHEAR WALL CORNER CONNECTION *; s - 4 m V d) N N Lo 2ND. FLOOR WALL STUD KING STUDS LL L p r 2ND. FLOOR PLATE CRIPPLE STUD a m SUBFLOOR o WOOD JOIST RIM BOARD HEADER = N y BLOCKING WOOD JOIST 1ST. FLOOR TOP PLATES JACK STUDS GIRDERIHEADER WOOD GIRDER !AT WOOD JOIST 1ST FLOOR WALL STUD L TYPICAL HEADER CONNECTION .JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING.FLUSH ISH WITH GIRDERIHEADER TYPICAL MULTI-STORY CONNECTIONS 0 Z N' 1ST. FLOOR WALL STUD tQ 1ST. FLOOR PLATE t SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD TERMITE SHIELD U BOTTOM PLATE BOTTOM PLATE DBL, SILL PLATES BATHTUB SUB FLOOR DOUBLE SILL PLATE DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) FOUNDATION WALL ° FOUNDATION WALL to c ° NEW r SCyF A. r DOUBT E IM FnR NON-BEARING WALLS 1ST FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FO ND TI N AN y '9� w DOUBLE JOIST FDR TINDER A BATHTUB 5 u+ �OAESSIONP� W WIND RESISTANT CONSTRUCTION CONNECTORS DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER OTES 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 AU44: USE w MIN 1 2" DIA. x 7" ANCHOR 801 T 6x6 POST TO F TING R P 6 R A w N '" A R BOLT 4x4 POST TO GIRDER HEAD R PBS44 PBSE44 KC44 USE ONE TYPE CO. EACH PO i 6x6 POST TO GIRDER HEADER PBS66 P SE66 KC66 SE 0 E TYP FOR ACH POST POST COLUMN TO GIRDER HEADER LSTA12 OR ISTA 24 SE 2 FOR EACH POST COLUMN RAFTER -0 TAIR STRINGER C NN N TMQ2E QR MPA1 SE QN EACH STRINGER RAFTER JOIST TO HEADER TYDOWN RT15 USE FOR EACH RAFTER RAFTER TO LEDGER BOARD TMU26 OR MPAI SE ON EACH RAFTER. MPA1 USE ONLY RAFTE R N T BE U LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER 'MND RESISTANT CONSTRUCTION. RIDGE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. oz HEADER— NAILING SCHEDULE ROOF FRAMING_ RAFTER JOINT DESCRIPTION aryL --b; ILNG NOES RAFTER TO B'WALL 9-Btl COMMON EACN TOENAIL TOP PLATE 10'WALL•4-0d COMMON RAPER CEILING JOIST S WALL'344 COMMON EACH 701TO TOP PLATE iP WALL:4-aid COMMON JOIST TYPICAL RIDGE IQ RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNIECTION CEILING JOIST TO AS PER TABLE 3.7 EACH i FACE — PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3A EACH FACE STAIR TREA TO RAFTER WFCM-SBC END NAIL I— 2-Ed COMMON GIRDER/HEADER TORAFTERDH TOE NAIL RIM BOARD p-1Stl GAMMON EACH END POST RIM BOAR TDRAFTER END NAIL 1� WALL FRAMING: POST/COLUMNSTRINGED-- JOINT DESCRIPTION CITY. NAIL SPACING NOTES RIM/DECK JOTS4 ,Z T0OP PLATE TO 2-led COMMON FOOT FACE NAIL TOP PLATES AT �,had COMMON JOINTS FACE GIRDER/HEADER TO POST/COLUMN CONNECTION STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS EA SIDE NAIL STUDIO 2-16d COMMON 24' FACa STUD O.C. NAIL HEADERTO iaitl COMMON 16.O,G. FACE HEADER ALONG EDGES NAIL LU Z POST TO DECK /PORCH CONNECTION TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END IL Q PLATE TO STUD 3-iSd COMMON PER 21ai STUD NAIL _� C BOTTOM PLATE TO. FLOOR JOIST,BAND JOIST, 2-laid COMMON PER FOOT FACE NAIL }1 P END JOIST OR BLOCKING QT m O) DECK JOIST FRAMING: n JOINTDESCRI°TIONNAIL V3-16dCOMMON NOTES GIRDER/HEADE JolarroMON SPACING TOE = c SSL.TOP PLATE OR GIRJOIST MIL O[ LQ GIRDER/HEADE Bo1Da5rCMON END NAIL 40 L POST/COLUMNJOIST BTLOCIUN MON NOD NAIL A C BLOCKINGTO: MMON EACH TOE _ POST/COLUMN SILL OR TOP PLATEBLOCK NAIL IIIN��� LEDGERTEAM MMON JOIST NAIL GIRDER/HEADE JOWOTO B ERMON Job NOL BAND JOISTMMONPER END TOJOISTJOIST NAIL BAND JOISTTO; 2-laid COMMON PER TOENAIL SILL OR TOP PLATE FGOT GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN_ CONNECTION JOIST TO GIRDER/HEADER CONNECTION JOINT DESCRIPTION ryL. SPACING NOTES STRUCTURAL PANEL ad AS PER TABLE 3A WFCM-SBC DECK AND COVERED PORCH NOTES: 1}Uaew odwwba noted,al homing mandelto Ce R7ACO prewm m aledlumbw, © w All beton,hangars and anchors b be gaNlnlxed or minim ma. 2) CrdmhrdsdclokdwbabolWarmchomdtosechpoetuplerwhhmshmand note :3 Girtlare on concrete pbra Nall be Anchared with Woper mel conneubrs antlaad Into const,whh a minimum l2-dis x 7-Lap anchor bolt With washm ad nub. GIRDER 3.Posb ey T ) ppaWp(118x loo anchor tom 127t12s and nuts. Footings Shia . V ' POS I Una minlmum l2'tllexT'Long ermlor bah with wsshm and nyb.Fmtlngs Shat � co 3 R Below grace.Girders mote shall have 12'die concrete pm 3'below grade. � WOOD JOTS 4) Deoklolarsto him blo rpatwoo.c.. � V .• > .y 5).A minimum of 10 Inch Sashing MMI be Insisted b@WMP do bBMNg and ledger. Qj a CONCRETE PIE 12" °x12" CONCRETE FOOTI GIRDER/HEAD Ledger be island to budwar 10 wl2-dim.bahar w wundot hen ani1L • BZ C WOOD JOIST anasta pisco shell Naminlmum e'above gods. ' NI mcoeu' 10 gl pported x1m rwpen aM arxJlm.Hco JdeY stall elm be analoTed O 1 POST TO FOOTING CONNECTION a.CMAndRoche"Ibeassawlarid anchored ms ild 4-% � ,JOIST FRAMING FLUSH WITH GIRDFR/HLADER CLIMATIC & GEOGRAPHIC DESIGN RI GIRDER TO CONCRETEGROUND WIND SEISMIC FROST m/1 PIER CONN CTION SNOW SPEED DESIGN WEATHERING LINE TERM TE DECAY DE E LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHT TO ` •5 LBS. 720 B SEVERE 3 FT. TO HEAVY MOLT RATE n w OFESSLONP`' W _ Ply i I I » TF w It X e (4} L, 3 � ILU 1 1 NEWY TVI4 f. 0. 052+���4.2C� I41W T.HY fPL t t �ResibeKirr� � MaM� ' +�• 5 oto �� ,�� r �: A� 0fa y� - 14 6GALE, 1�;L� 1: 1, !P C ,w DATE ,U,1*POWJZ Z A ^v { � I}.��j' '.e±i - r/S�y+.u���1,r oPhwlNa Nu��P�c�'cm - - A 0 ....7- 77 . � , All, " ! ` I X G. r tu _ _ t -1' \sc m � 2 pgOFE5S10 OLD Kr u �EC1y1F vl�yR �, K BCAIE 1/4. /4 cil , APPRBVBO BY DATE'. I I I 1 T � 1 � 4 4 ' ' � _ -'-�-�.3LT�,__-_" _ � � �...� � �-.. �-- ` '•l1^^ =� 1 MIS' r f l � ; ' � � � �� � � '� 'w.r^rw=:�..,„,......^*+.wvw°r,.�+�•^°^,a,..+,wn,,,,,,,�„".�W,e*"'^n«. . " �...- . —1+0...._,—,_...__„^,,,,.._a...,st_ � I __ ,.._._. _-...._ _._ __ ,_ ,, _ f^� F„• :K' ii-I I F.�.:w {.- L�l,' pF NEby T-5 Z ° ND 052" 4'�� "�OFES610Nt� " s M T MURPHY DiGK� pec°rrC-c P, "z 101) pit It IT /CN��/�! SC.AIE: °�'yyT�) fq]���}{yry/V,PFJ, I�PPROVED 6Y ! DATE. IV'MV u! ORGWIN6NUMEERi r;l, J i d I 11 �P 1 _ 1 - . - - _— —. Gal �� i 'F+ 'w✓,z. I w'*#� — — x.+�+.:..."`4.�" , J 7- NEIyr ' . . � '. q as�, HF sO9�• . . 2FESS1 Nps ARE LV�E t•. MURK iY oo. , f1.1 C)-t&P MAf t4N ' SCALE Va t 101, APPROVED IY /� T DRNWN kY DATE: t '••iV_V'ZJ DRAWING NVMSER f, 777 ,�yfi�`^J, i I " '7 .i 3, �^v/ ♦ /y,r 4 -' T. f�l r�Ii ff/L�}a ' Vii. _ f°L YIF F ' ,! ,�g°!J ' �? Lf, „♦ (r+� ' r'(pkpyy1.��"(y"'r34^«� �r I k � �,' . 't��i" I�h1+9 J1r�l i,•� 9`!✓ y� ! M I .#" �� fs � � ' ' �^"�bG�3'Ir l�1���� G"l�k�r'' In I 4 a i , Q VfA{ 1, A IVA,,% IIILa4 NVaiiT- i tj n !" ti mPz�',pYllr" B� TT�' ', , ,� �' I�✓/,ry" X !i°tag" t_�r r_ ' � I � i ( `� _' w _ � O � ' d ' T,J J' IMP �5 k�l,JG T _ `I"tY'u ,fr. 1 W,aU'9` ,SAI L I X41 C it,mir, . S 'S 4{(`+�4 O ♦ J1I'—yI N r' . I IFri"l Flow I i I I 4 T ll IV 11� _ .. .> 1k. 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FESSI �D ,IT, fok APPROVED BY ..ALE 114 DRAWN MY f-�At#t W:.� ------- —--------- DATE DRAWING NumagR Jt do,- I r sIN r�t�klltS W " f7 4X ' F ti .1 ' 47 : ' ,zf* t '"fey" 4M the? r.,S? 3.t+ 5 r SAV 'yy y���,a;�� `K "w��i� ° QRy7 � Igysla( ��ryrh 2yaap O/.�� � Trz om] I �•� f'F�'nfnt 'GV "Ir. � �t7�J1 M^"Gf''. 1 ��/.'�I�� Vl�y� _Jr'C. V.zJ '. � ��q �UAr,?Y jtr".11n � vY �� 'Ate 2'a, l 2';�"�✓' s��'�t-°+��� I tl 2��,�' m 'f8�' ' 3,�i I,C� y __ . ____. L -..__ __ .._.____ � � ' r'n:) �° - --- - 17 TP''Ir, lra nki r ,�ts-pet! i . C�) pw(4406tolIC, coop r 1:1 fig. 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