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HomeMy WebLinkAbout30693-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30854 Date: 04/1.1/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 970 SACKSONS LANDING MATTITUCK (HOUSE 110. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 6 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 23, 2004 pursuant to which Building Permit No. 30693-Z dated OCTOBER 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 PORCH AS APPLIED FOR. (NOTE: UNFINISHED 21TD FLOOR) . The certificate is issued to WALLACE & BRETT VOEGEL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0048 04/13/05 ELECTRICAL CERTIFICATE NO_ 2036197 01/04/05 PLUMBERS CERTIFICATION DATED 04/01/05 ANDREW LAGRASSE Aut orize Signature Rev. 1/81 � L`� 1 U! ly I ,�' Form No.6 r_ _112V ^ it TO\\'N OF SOUTHOLD 'R BUILDING DEPARTMENT L- I TOWN HALL 765-1801 Girl --:\PPLIC,\TION FOR CERTIFICATE OF OC'CUPANCN This application must be tilled in by tNpewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final suns ey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval tion Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation front Board of Fire Underwriters. d. Sworn statement front plumber certifying that the solder used in system contains less than 2i 10 of l°b lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance front architect or engineer responsible tier 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 smley 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 tvniting to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling 525.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool S25.00, Accessory building$25.00. Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- S100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- S50.00 5. Temporary Certificate of Occupancy- Residential $15.1111. Commercial $15.00 Date. Nett Construction: v _ Old or Pre-existing Building: (check one) Location of Property: L 70 LA?Nl mJl NOT/&(r1)C. House No. I Street ` r Hamlet Owner or Owners of Property: !)Vce + PjIe6� V oE6o L— - Suffolk County Tax Map No 1000, Section 113 Block (0 Lot Subdivision Filed Nlap. Lot: Permit No. 3t,)47Q3 2 Date of Permit. Applicant: WA�M.LACt S• \CG L '312 , Health Dept. Approval: Underwriters approval: Planing Board Approval: Request for: Temporary Certificate Final Certificate: `t (check one) Fee Subnnitted: $ \ v ApplicH atu� � G,?g70 iciz3085Y 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' ,J r - DATE INSPECTOR FORM NO . 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30693 Z Date OCTOBER 8 , 2004 Permission is hereby granted to: W VOEGEL (PETTERSEN) 0 BOX 512 LAUREL,NY 11948 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH COVERED FRONT PORCH AS APPLIED FOR WITH UNFINISHED SECOND FLOOR at premises located at 970 JACKSONS LANDING MATTITUCK County Tax Map No. 473889 Section 113 Block 0006 Lot No. 002 pursuant to application dated SEPTEMBER 23 , 2004 and approved by the Building Inspector to expire on APRIL 8 , 2006 . Fee $ 991 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 �gUFFOC,�corn 0�0 y� N = Town Hall, 53095 plain Road Fax 1,6311 765-9102 P.O. Box 1179 y�o! 0� Telephone (631) 105-1802 Southold. NCR York 11971-0959 BUILDING DEPARTNIENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Co -2— Owner: Owner: KLrkCt f 9320 ��r (Please print) Plumber: 1 D[wW IA U1ZA-SSL (Please print) I certify that the solder used in the water supply system contains less than 2 10 oft°o lead. (Plumbzrs Siglraturz) ash Swom to before me this day of 20 OS- C' S C Notary Public,`Ju�o\V, Count JANE C.COHEN NOTARY PUBLIC,State of New York No.01C06117813 Qualified in Suffolk County My Commission Expires 11/0112008 e FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ FOUNDATION(2ND) — — — --- a o y ROUGH FRAMING& PLUMBING — — --- m INSULATION PER N.Y. _---- STATE ENERGY CODE --- — 3-3 777 3i vt FINAL _1 ADDITIONAL.COMMENTS — —oS m m o > O -- z — —> -- -- op r -- v '-1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT (�12232004 wDo u haxe or need the following.before applying'' TOWN HALL _—_ Board of Health SOUT'HOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAN: (631) 765-9502 Survey____ wis-w. northfork.net/Southold/ PERMIT NO. -?cc % Check_ Septic Fom NX.S.D.E.C. Trustees Examined_ `�/3) ,206)`G Contact: MILAU r B3REi- VOEC-EL Approved_ '_0 Jt _ Mail to: PO. P3oX,5I 22- Disapproved a c Phone:_jp9g - 83I0 Expiration Y/Q __, '001 Building Inspector APPLICATION FOR BUILDING PERMIT Date SEPT. 23 2004 INSTRUCTIONS a. This application MUST be completely tilled 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 prentises, relationship to adjoining premises or public streets or areas, and waterways. c. The work cowered by this application may not be conmtenced 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 ria; not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If nu 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 Pemtit 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. /hn c ,-/, l.( z ( natur fa li nt or name, if a corporation) i?0• �X 512 LAU (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder oyM E2 _ Name of owner of premises WhL,ACC- AtJ D &W+ V0E66 L (As on the tax roll or latest deed) If applicant is a corporation, stature of duly authorized officer (Name and title of corporate officer) Builders License No. GQgoo 18 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: r _ q70 JB (-K5a 5 LI�NDINCz M( i-tuG),,/ ---- — House Number Street Hamlet County Tax Map No. 1000 Section BlockLot _ O�- Subdivision JN }ICSoNS LP<NDjtJq Filed Map No. 5 80,v:` of 9 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VAc.Aor Ljn b. Intended use and occupancy 0EW (ZEy66f, r(m, 5nz-u cm 9-6 3. Nature of work (check which applicable): New Building x _Addition _Alteration_ Repair Removal Demolition Other Work _ �} (Description) 4. Estimated Cost 1 -75-. DOO • 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor__ If garage, number of cars ,J/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front y S Rear `f$ Depth Z(19 Height 2-V - $" Number of Stories 11/2- Dimensions 1/2Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of,, 1Stories 8. Dimensions of entire new construction: Front `N Rear `7$ Depth Height 2-2 ' - 8" Number of Stories 1 112 � 7 9. Size of lot: Front 1 (c 0 Rear 1 (00 Depth I (00 10. Date of Purchase Mki 2-0, ZM4Name of Former Owner Tt460b0)2E MAperz. 11. Zone or use district in which premises are situated Q 2 D 12. Does proposed construction violate any zoning law, ordinance or regulation° YES_NO X 13. Will lot be re-graded? YES_NO X Will excess fill be removed from premises' YES__NO X JJM-LAC- + WA 'rl$$ (ECAa1(G 031.Vd 14. Names of Owner of prenlises q126 Address LAUa6L�N4 1194 Phone No. 030-29C- 8310 Name of Architect 4qgML096 to. 3 st. rw cK FA.Address 78bo3 Phone No / 8cb $y3- 7372. Name of Contractor BEsr MoDuLrtt2 I onys Address LO "� .34 Phone P i15a 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland' *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland' * YES NO X * IF YE-S, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide sun ey, 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 sun ey. STATE OF NEW YORK) SS: COUNTY OF Suf oweK being-duly sworn, deposes and says that (s)he is the applicant (Na o individu l bigning contract) above named, (S)He is the 10(,tN 6P-- (Contractor. Agent. Corporate Officer, etc.) of said owner or owners, and is duly authorized to perfomi 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. Swom to before me thi 9&A day of20 d y Notary u is w Sign) ref pplicant CAROLPEOT Notary public St to io v York NO.OW0097 27 qj"kms Au 2W `t r :.r ApplicanU ;r Date. Owners Name:4 k t/ Reviewed: Architect/ Date Engineer: Submitted: �-3 SCTM #: Ois(ric(: 1.000 Section: // J Block: do t.ot: � ('roject Subdivision Location: Name: rin&lc d separate equired � ccrtlfcation: c Req. Req Zoning District: IZ J (1,01 size: Actual: Req, —� I (Lot coverage _ �dZQPropused _ ) l Req. _ Req- ch ff--ront Yard Proposed: 1 (Side Yard Proposed: 1 (Rear Yard f Proposed- Project ro�oscd 1 1 Project Description: /J A,GEN�F M T 1QUIRED FnR RFvtr,,w N.A. NO it X� Number Suffolk County Health Dept. /o-v 3 uz)gS- Naw York State. D. E.C. Town Trustees r/ Town Zoning Board approval: Town Planning Board approval: • , . 1. Flood Plane Elevation??? Flood Zone: `add If _ © _ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 07/18/03 Receipt#: 4214 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 4214 Total Paid: $10.00 i 4 Name: Martz Jr., Theodore 145 Ryerson Ave. Manorville, NY 11949 Clerk ID: BONNIED Internal ID:79519 O rJ�rJ�rJ�rJ�rJ�rJ'rJc.TrJ�rJ'rJ�r�rJ�rJ�rJ@PrJ�rJ�rJ@Pr�rJ�rJ�rJ�rJ�rJ@PcPr1�J'dJ�rJ�rJ�rJ'rJ�r.PrJ�rJ@PrJ�r�rJ�r�r.PrJ'�PrJ�rJ�rJ�rJ�rJ�rPrJ�rJrJ�r�rJ'rJ�rJ'arJ�rJ�rJ�rJ� � 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 fS5 BUREAU OF ELECTRICITY e5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by DANIEL WILCENSKI ELEC.CONTR. WALLY VOEGEL 5 5 5 P. O. BOX 319 970 JACKSON LANDIND SOUTHOLD, NY 11971, MATTITUCK, NY 11952 S5 5 Located at 970 JACKSON LANDIND MATTITUCK, NY 11952 C� 5 Application Number: 2036197 Certificate Number: 2036197 5 5 Section: Block: Lot: Building Permit: 30693Z BDC' ns11 �5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 l' Basement, First Floor, Outside,Attic. [5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted i r, 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 4th Day of January, 2005. 5 5 Name (QTY Rate Ratma Circuit: TNoc 5 Miscellaneous 5 5 modular house C5 5 N.Y.State approval#19-27021 C� 5 ntfg-Delux homes 5 5 serial # 16003 5 5 .alarm and Emergency F_quipmcal 5 5 Sensor I 0 Carbon Monoxide LSA Sensor 2 0 Smoke 5 5 Appliances and Accessories 5 Furnace I 0 Oil C 5 Wiring and Devices 5 55 Receptacle 1 0 General Purpose 5 5 Switch 3 0 General Purpose 5 5 Fixture 12 0 Incandescent 5 5 Receptacle 1 0 GFCI 5 Service 5 1 Phase 3W Service Rating 200 Amperes seal 5 5 Service Disconnect: 1 200 cb 55 Continued on Next Page l of 25 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 o ������ssR����� �MssE o o n�rn����n�rrrssrsrsrs�r�s�����rnn�� LPLrsLPs0Eo BY THE HIS ATE 5 NEW YORKTBOARDcOFOS FIRE COMPLIANCE UNDERWRITER 5 SBUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 7c CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 DANIEL WILCENSKI ELEC.CONTR. WALLY VOEGEL 5 5 P. O. BOX 319 970 JACKSON LANDIND r5 SOUTHOLD, NY 11971, MATTITUCK, NY 11952 e� 5 Located at 970 JACKSON LANDIND MATTITUCK. NY 11952 5 57 5 5 Application Number: 2036197 Certificate Number: 2036197 C 5 Section: Block: Lot: Building Permit: 30693Z BDC' ns11 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 55 Basement, First Floor,Outside,Attic, c C� 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 authority having jurisdiction, and found to be in compliance therewith on the 4th Day of January, 2005. 5 Namc QTY Rate Rain Circuit, Type 5 Meters: I 5 5 5 5 5 5 5 5 5 5 5 sea/ 5 5 or 2 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 5 o rJ or l oCJC I@fC fC fCI�C PCPCPCPC fC1ClaCfAfC31 � P �PJcPLPLPLPjrC rrP ! JPLffl3rrffl3 FL3rL3�PrJrJo Michael W. Behringer Architect 1375 North Sea Road Southampton, N.Y. 11968 phone : 631-287- 9474 fax : 631-287-9475 March 4, 2005 Southold Town Building Department Main Road Southold, NY 11971 Re: Voegel Residence, Lot 9 Jacksons Landing, Mattituck, NY To whom it may concern: We submitted a letter of certification regarding the installation of the foundation at the above referenced property. The purpose of this letter is to expand on the certification as requested by your department. The damproofing is properly installed on the exterior walls, including down over the footings. All strapping has been installed to conform to current codes. To the best of my knowledge, this foundation and its' related components are installed in accordance with all applicable codes, with acceptable construction techniques and materials. Please accept this certification or advise us if further documentation is necessary. Sincerely, RD .4 Cr-'s? Michael W. Behringer, Archixect as TITLE NO : 47794 District : 1000 Section: 113 . 00 Block: 06 . 00 Lot : 002 . 000 Town of Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds : SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above- captioned property has been in single and separate ownership Karen Pettersen as to a to interest and Thor B. Pettersen as to a 990 interest as tenants in common without right of survivorship and his/her predecessors in title since prior to 1/1/97 except as follows : (see attached chains of title) . The liability of the Company is limited to the amount of the fee paid. Dated: January 21, 2003 F ELI "IONA ITLE SURANCE COMPANY IAMS Sworn to before me this 21" day of January, 2003 Notary Public MARGARET VOLLMOELLER Notary Public, State of New York No 01VO5032469 dualdied in Suffolk County 46000 Commission Expires August 29, TITLE NO. 47794 STATE OF NEW YORK) ss : COUNTY OF SUFFOLK) Andrea Williams, being duly sworn deposes and says : That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises : SCTM 1000-113 . 00-06 . 00-002 . 000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/1/97 . SUBJECT PREMISES : 1000-113 . 00-06 . 00-002 . 000 John E . Hurley Liber: 7637 cp 238 to Dated: 5/7/74 Mary A. Pettersen Rec ' d: 5/14/74 Mary A. Pettersen Liber : 12151 cp 229 to Dated: 10/16/01 Karen Pettersen as to a 1% interest Rec ' d: 11/3/01 Thor B . Pettersen as to a 99% interest as tenants in common without right of survivorship LAST DEED OF RECORD FIDELITY TI AL TITLE INSURANCE COMPANY BY: ARbWl'Ll-dAMS Sworn to before me this 21" day of January, 2003 Notar Public MARGARET VOLLMOELLER Notary Public, State of New York No 01V05032469 Qualified in Suffolk Count O Commission Expires August 29,..x. PREMISES NORTH: 1000-113 .00-06 . 00-001 . 000 Richard Pellicane Liber : 7637 cp 240 to Dated: 5/7/74 Thor B . Pettersen Rec ' d: 5/14/74 Mary A. Pettersen LAST DEED OF RECORD PREMISES SOUTH: 1000-113 . 00-06 . 00-003 . 000 Jackson ' s Landing, Inc . Liber: 10572 cp 548 to Dated: 2/25/88 Jackson' s Landing Property Rec ' d: 3/30/88 Owners Association, Inc . LAST DEED OF RECORD PREMISES EAST: MILLER' S RIGHT OF WAY PREMISES WEST: JACKSON LANE FIDELITY N IONAL TITLE INSURANCE COMPANY BY: X� ANDREA WI LIAMS Sworn to before me this 21" day of January, 2003 Notar Public MARGARET VOLLMOELLER Notary b01V05032469 NoW York Qualified in Suffolk CountOJ commission Expires August 29. cD O.M.B.NO.3067-0077 Expires July 31, 2002 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE FOR NON-RESIDENTIAL STRUCTURES The floodproofing of non-residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation:however,a floodproofing design certification is required. This form is to be used for that certification.Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER Clifford Cornell STP EET ADDRESS I Including Apt.Unit.Suite.antl/or Bldg Number)OR P.O ROUTE AND BOX N UMBER 10948 North Bayview Road COMPANY WC NUMBER OTHER DESCRIPTION;Lot and Black Numbers,on.l District 1000, Section 79, Block 05, Lot 20.9 CITY STATE ZIP CODE Southold NY 11971 SECTION I FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATJON (In AO Zone=-,Use Depth) 390813 0167 G Play 4, 1998 A 1 8.0 SECTION II FLOODPROOFING INFORMATION(By a Registered Professional Engineer or Architect) Floodproofing Design Elevation Information: Building is floodproofed to an elevation of ....... 6.................feet NGVD.(Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacent grade is ..........9,.Q................feet. (NOTE.for insurance rating purposes,the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit.If the building is floodproofed only to the Base Flood Elevalion,then the building's insurence rating will result in a higher premium.) SECTION III CERTIFICATION(By Registered Professional Engineer or Architect) XKMKResidential Floodproofed Construction Certification: I certify that,based upon development and/or review of structural design,specifications.and plans forconstruction, the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure,together with attendant utilities and sanitary facilities,is watertight to the floodproofed design elevation indicated above,with walls that are substantially impermeable to the passage of water. All structur mponents are capable of resisting hydrostatic and hydrodynamic flood fomes,including the effects of buoyancy,and anticipate d bds impact fomes. 1 certify that tri iiormatl this certificate represents my best efforts to interpret the data available.1 understand that any false statement may 6e urns by finmprisonment under 18 U.S.Code,Section 1001. CERTIFIER'SNA E LICENSE NUMBER(or Affix Seal) Leonar a son TI LE 194;61 ADDRESS CITY STATE ZIP CODE (W) 354- 82 6MATF. TU DATE P NE Co as should be made of this Certificate for:1)community official,2)Insuranc agentimr-party,and uilding owner. 31-65, UG 99 Replaces all previous editions F-056(3/951 � h LJA Leonard Jackson Associates Consulting Engineers 26 FIREMENS MEMORIAL DRIVE • POMONA, NEW YORK 10970 (845)354-4382 FAX(845)354-4401 October 12, 2004 Town of Southold 53095 Route 25 18 M4 P.O. Box 1179 Southold, New York 11971 Att: Michael J. Verity— Chief Building Inspector Re: Cornell Residence 10948 North Bayview Street Southold, New York District 1000, Section 79, Block 05, Lot 20.9 LJA # 04001.3 Dear Mr. Verity: Please find attached the Floodproofing Certificate form for the above-referenced project to accompany the Community Acknowledgement form that you had received previously. Thank you for your assistance. Ve v your O KSON ASSOCIATES ff Scbu�. _ P \Nord-Files\2004\04001.3\Town of Southold 10-12-04.doc Oct 08 04 09: 18a Behringer P. 1 Michael W. Behringer Architect 1375 North Sea Road Southampton, N.Y. 11968 phone : 631-287- 9474 fax : 631-287-9475 October 8, 2004 Town of Southold Building Department via fax 765-9502 Re: Voggl Residence To whom it may concern: Please be advised this letter shall confirm the removal of the wood deck from the application of the Vogel Residence. The deck will be replaced with steps down to grade in a manner conforming with applicable codes. The deck has been removed from the application to avoid any conflicts with FEMA Regulations, at the request of Mr. Vogel. Thank you for your continued assistance with this application. ;.r �. Sincerel , j ����D aFr7, 6 K,J cccrrr yy .� n m.-+ Michael W. Behringer, Architect 0. 4 a' NCS Oct 05 04 10: 20a Behringer p. 1 Joint Description Number of Nails Nail Spacing 0 FRAMING Rafter to Top Plate Toe—nailed 2-16d per rafter Ceiling Joist to Top Plate Toe—nailed) 3-8d per rafter Ceiling Joist to Parallel Rafter (Face—nailed) 3-10d each lap Ceiling Joist Laps over Partitions (Face—nailed) 3-10d each lop Collar Tie to Rafter (Face—nailed) 3-8d per tie Blocking to Rafter (Toe—nailed) 2— 8d each end Rim Board to Rafter End—nailed 2— 16d each end WALL FRAMING Top Plate to Top a eace—nal a —16d 1 per foot Top Plates at Intersections (Face nailed) 4-16d joints — each side Stud to Stud (Face—nailed) 2-16d 24" o.c. Header to Header (Face —nailed) 16d 16" o.c. along edge Top or Bottom Plate to Stud (End—nailed) 2-16d per 2x4 stud 3-16d per 2x6 stud 4-16d per 2x8 stud Bottom Plate to Floor joist, Bandjoist, 2-16d (1,2) per foot Endjoist or Blocking (Face—nailed) FLOOR FRAMING Joist to Sill. Top Plate or Girder (Toe—nailed) 4-8d per joist Bridging to Joist Toe—nailed 2-8d each end Blocking to Joist Toe—nailed 2-8d each end Blocking to Sill or Top Plate (Toe—nailed) 3-16d each block Ledger Strip to Beam (Face—nailed) 3-16d each joist Joist on Ledger to Beam (Toe—nailed) 3-8d per joist Band Joist to Joist (End—nailed) 3-16d per joist Band Joist to Sill or TOD Plate Toe—nailed 2-16d per foot ROOF SHEATHING Structural Panels 8d (see roof plan nailing Diagonal Board Sheathing schedule 1"x6*' or 1 "x8" 2-8d scheduled support 1 "x10" or wider 3-8d per support FILING SH THING Gypsum Wallboard d coolers ed a 10 field - WALL SHE6ING Structural ane s ` r,: 6 edge 12 field Fiberboard Panels }��'' 7/16" Y' � 'AIR 6d 3" edge/ 6" field 25/32" �;'��' 8Fy': 8d 3" edge/ 6" field �. Gypsum Wallboard °' d coolers 7" edge/ 10" field Hardboard ;_ 8d 6" edge/ 12" field Particleboard Panels 8d 6" edge/ 12" field Diagonal Board Sheathin 1 %6" or 1"x8. F NE*_ 2-8d per support 1 "x10" or wider 3-8d per support FLOOR SH ATHING Structural Panels 1" or less 8d 6" edge/ 12" field greater than 1" 10d 6" edge/ 6' field Diagonal Board Sheathing 1 "X6" or 1 "X8, 2-8d per support 1"x10" or wider 3-8d per support (1) Nailing requirements are based on wall sheathing nailed 6- on center at the panel edge. If wall sheathing is nailed 3" on center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. (2) When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1--16d nail per foot. S.C.T.M. NO. DISTRICT: 1000 SECTION: 113 BLOCK: 6 LOT(S):2 Lf") 2005 C') I—t, C -S I 1 s . AF , _ 0 Ch 4 Q V) G N \ \ S 01.25'20" E\ 160.00' \ EL 13.4 \ EL 11.1 \ \ \ OV \ FIRM ZONE AE�1 FR/yE.q -\ t M ZONE X O , Cc to / \ LOT 9 \ EL 8.4 \ LIMITS OF CLEARING \ 3'x8' \ WOOD DECK \ RECHARGE \ AND PARK 0. 11.5 AREA w.o. EL 9.3 \ WOOD \ STOOP 1 1/2 STY FIRM. \ X DWELLING ELLIUR FFL 18.1 17 w.o' \ 55. COVERED WOOD PORCH 18,8 56.1' W 3 48' 19' 27.' O a ffi \�� o Ldj v bf' 60' 0. 15.8 a � kl 56' � LD to O i � o 778.37' Z EL 19 8 I EL 14. OE N 01-2j'20" W 160.00' CONC. CURB CL 19.68 JACKSON i S (50') LANDING ASPHALT PAVEMENT - TOWN MAINTAINED CL 14.55 w.iEn MUM MILL ROAD FOUNDATION LOC. h FINAL SURVEY 12-05-04 ADD CONTOURS 10-7-04 ADO FIRM ZONE 9-28-04 THE WATER SUPPLY, WELLS AND CESSPOOL CHANGE HOUSE 03-30-04 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED HOUSE a-8-03 AND OR DATA OBTAINED FROM OTHERS. AREA: 25,600 S.F. OR 0.59 ACRES ELEVATION DA TUM.- -------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 9 CERTIFIED TO: WALLACE J. VOEGEL JR.; MAP OF: JACKSON'S LANDING REPUBLIC ABSTRACT CORP.; FILED: MARCH 28, 1969 No.5280 COMMONWEALTH LAND TITLE INSURANCE; SITUATED AT: MATTITUCK INDY MAC BANK; BRETT K. VOEGEL TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK �f Land Surveying and Design P.O. Hoz 9, Mattituck, New York, 11952 PHONE (881) zee-15ae FAX (891) 298-1588 FILE /f 22-209 SCALE: 7 ".30' DATE: FEB. 22, 2003 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy t Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: Untitled.rck COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING,TYPE:Non-Electric DATE: 08/04/04 .COMPLIANCE: Passes Maximum UA=265 Your Home UA=228 14.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA <gCeiling II>:<JFlat Ceiling or Scissor Trussl> 1248 0.0 30.0 39 <lWall II>: <lWood Frame, 16"o.c.l> 1310 19.0 0.0 65 <lWindow 1I>: <JVinyl Frame:Double Pane with Low-El> 146 0.320 47 <JDoor II>:<JSolidJ> 40 0.160 6 <lDoor21>: <JGlassP 40 0.300 12 <lFloor IJ>: <JAll-Wood Joist/Truss:Over Unconditioned Spacel> 1248 19.0 0.0 59 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder,Designer Date app NEW COD )°S W c�R 0787'+ / G�RO�ESStOM� / . ti. .REScheckInspection Checklist New York State Energy Conservation Construction Code REScheckSottware Version 3.5 Release le DATE:08/04/04 Bldg. 1 Dept. 1 Use 1 I I Ceilings: [ ] I 1. <1Ceiling ll>:<IFlat Ceiling or Scissor Trussl>,R-30.0 continuous insulation Comments: I 1 Above-Grade Walls: [ ] I I. <IWall II>:<IWood Frame, 16"o.c.l>, R-19.0 cavity insulation 1 Comments: I Windows: [ ] 1 1. <IWindow Il>: <1Vinyl Frame:Double Pane with Low-EI>, U-factor:0.320 For windows without labeled U-factors,describe features: 1 #Panes_Frame Type Thermal Break?[ ]Yes[ ]No 1 Comments: I Doors: [ ] 1 1. <1Door l l>: <ISolidl>, U-factor: 0.160 Comments: [ 1 1 2. <1Door 2p:<IGlassp, U-factor:0.300 1 Comments: I Floors: [ ] 1 1. <1Floor 11>: <IAll-Wood Joist/Truss:Over Unconditioned Spacel>, R-19.0 cavity insulation Comments: I 1 Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly 1 with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 1 3" clearance from insulation. I 1 Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I 1 Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] 1 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ 1 Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I . Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ j Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ j Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-deplctable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) i � U P7 T CpjN SCHEDULE OF DRAWiNG5: DELUXE HOMES d uo imE BnreiREnsn+onns zlrATw. / uXe C f0 E y t o [au srm ° �6 /-yVXe of PA.INC. ze /�� V O V Q 1 Q'fF1Ja.f1EVA1Y.MC 1 ��V/ , ry'1V/` E @ U O z DrteRea�,nnab u 499 W.THIRD 5T.15EFWCK eENNSYLVANIA 18603 1 �. Q F zz 5 DIIEwBleue'A1ONs n � Q ^ � — � / EYIFAL'I REVAIMG K I U pew C) O R1 y I y e BuriElnnaalrux z MANUFACIUKER'5 APPROVAL NUMBERS: M006b02-013/M0060-02-013E e O CJ y Z, LL O N� 3 EXPIRATION DATE:12-23.2004(M0060-02-013)/8 23-2004 LM0060-OZ-013E) 1W- o a p o e m B wnrLE1EL DTnarxnv+ e �/� Z Oi O a= E - B rNHC°AFD9WCWl£ M VJ O Q G F�RBTIErEtrWxMBIGnw MT. N LL U) 0. E o ma " z � » BUILDING INFORMATION N M Q 7 c 9 @ c e Z � > V► «, cE m F u euwGSECTwl9 rxiucr uxwroN uArrnva-xr H wAIAGBECMIMIE9 °A B &E FAMY W U) Z (n O LI >. y u usE CRan�aNalunw- C c c �L w1 T Q aw,Eiwss As9FNBlT T rorAsiRu[11°x Ma51fK.5110N- uFse01[cTro F- Q } R U J .G 'O nz 5F19MC°fSGx GIFGORY ° LL O Z AYaUxED VLl5nE 4A% ° a V M �y UCD m rnxP xEEP °^'r^ Ly) –j j (If 2 ,^? ` W mB9xa ancon c Q By _ Z SIYAYLND nF°i 4) Lli CL y O NtFA Gf d1rANG FZ ROAR- IRM`A.Fi 06 �� w THIS MANUFACTURED STRUCTURE WILL BE Q b rNnmcP xnaruM.E lxwec FFEY ) s.BeFw.Fr. �.. Q O d c; o CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING nearECRAnE ew�BHerRreR, v-e•.FweRvrnx O I z nY I us C LL SiGRBX (, L d N 1 ���RE9NEHINL UAEa N-Y(KIl.9iAlE � � r iFET: PId- � :15 �� 2 WANG K4Ea NEW TaR STALE -. xsicx ocwrANn LLvv PFAFIaR-w sanxRs:. z xr ) V w �� W B r _rureer rarrevnTioifgFattlxTUN:ooEa xEwrtRc sinrE N U n L uj xFcw srsiENs ev ixE- NA C3 a ~ Z W O r ril suaM•InRNs swRL xLsn°nx°Hsv.uEoaArtcRPANa z E DL mea Fnx NARw w�rxerRv,:sxwsainE cove xr RESIOelliw ra°E uFA RM �d Z IICUSEMl•iE•.wN:MNc rwruexrrRonslaxs a xvrn fITaFRE 5Ui1EF55Y1F ' E HEA7ING5Y5TEM5 rua°ue © HmRONe ❑ omER ❑ - nr°c.vmu MrA RTFEA ie sneErz�rn FUEL TYPE ws ❑ cF. ❑ onFA m By onL15 CHIMNEY/FLUE S E ogALc wuL ❑ Mb WA 03 0 uxnvn ixsvummrn rRaERatnaNCES ni nrt er onRx9. I-- IRO THE BEST OF AIT NNOV+LEDGE,BEUEF AND PROFESSIONAL JUOGEMENr SE PLANS AFL SPECIFICATIONS PTATAINING TO THISM PERMIT SET E ��pF NEN y DTHEERNFD FRat MD CONSISTENT WMM THE PLANS AND SPECIFICATIONS DESIGN LIVE LOADS EXTERIOR ENVELOPE THERMAL PERFORMANCE-SEE ATTACHED REScheck .. �� '�SffH ASSOCNTED NATH APPROVAL NUMBER MBD 411 AND MWB 41]E RmF I° FLa MFSf. '""i•YR xA x iEcoE NA NHICH 13 ON FILE WITH THE DEPMTMENT OF STATE CODES DMWN. FI I R FIMK nrsF. rs':"Y^• xA s^R Nmr. xn * LL6�MMj SEE ATTACHEDMPROVAICETTER ..._ _ 8 $iNR9 N151ML5 IW I9f. •z I [LMWAI AREAS YMF9f. FLAME SPREAD CLA551FICATION c1^ �io AIIK FY ST[RKrE H1f.9.F. GENERAL NOTES: � ALL MATERIAL5 U5EO FOR INTERIOR FINISH d TRIM SHALL BE CLA551FIED AT. WrosTORN+E IN ACCORDANCE NTH ASTM E 04 - PRO, '.�'/ WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL 0 xo1E 9rcau u9E Taxolnox5.a MARAmns v...� BE PROTECTED IN ACCORDANCE NTH ZOOZ NY 5TATE41d0ftRI6CODE s SELTI A5 FOLLOWS: q WOOD SIR PANELS MT11A MINIMUM OF 7A6"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION w IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE. 0 BUILDER SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL NECE55APY REOUIRMENT5 CONCERNING MND-BORNE DEDFJS REGION. 0 O u BUILDER MODEL SERIAL NO. V ewduze �/w'IInA PA r F n A BEST MODULAR HOMES,INC. MODIFIED GAPE ANN I DRAVANW .W TlTLV('K-Ti� W _/ CUSTOMER DATE OMAN CHECITD DRAWING NO. 4"?&a 7"d Settee, Fm4", ;DW 1P603 DATE OR CHECKED VOEGEL 7/31104 JTR O lee: (5701 752-5974 Tarr (570) 752-1525 [,0 DESCRIPTION STEEP PITCH RIDGE VENT \\\ J 'CLASS'C•SI.IaCS� er¢ HwCm PU1 r51 rP.[NF `.HUIiERS 11rP.I � IIMMTAL VI SM r•OReN POOP .. I' GA41F FW 0V(FHANL5 prl[RIOR ULNi / ® ® / (/ OF "`W ` I 'A 51[I0P IIYP.I 717 • '1Y FRONT ELEVATION PORC,JLAI"1D R"T ••' �florso � SCALE: 1!4"=1'-0" ----�� ' 0Et-At;TMEN7 7F STATE CODES DIVISION ALBAN'y NY 12231-0001 Stamp of Approval for u System. Model of Component � HNERA aul ��-t7 -D6Z /VIOo� o LPEM, wOTED Wltn A :MLLE A•;T EHI',n �•;SHcu lit FRU�IUF fi EtY DELuaE Avplicatic' N o Manufacturer N10 Date O 4p rc, " HOMES AND INSTALLED BT THE ERE L ZION L RE W A! THE JU5 ',Iff. NOTICE. I hl;;,approval is applicable unly to those components of the factory manufac- w 2.Il[MS NOTED WITH A DOUBLE ASI[RISK (••I HALL H[ PROVIDED BY DELUXE tunedbullCN'1C_tha!-'.rcfabricated andassembledatthefacto manufacturer's 3 �` factory y w "oMNs AND WITH ACTED 6Y THE BUILDER AT IH[ Joy °nE. Thisapprova, ,hail Fiat relieve the manufacturer from responsibility for deviations, XW 3.ITEMS NOTED WITH A TRIPLE ASCI RISK: f•••I .L'All RE PROVIDED AND -m,K•ururnlwoxmoc•evxo^•reaa°w'u"°°uun INSIALLEO BY THE 8U0.DER AT THE JOB tit. a[w.,®unvEcsrwTow rum•ul•romer•nmrt•[Tus 4.EXTERIOR ELEVATIONS ,% OU AS SHOWN HERE MAY 6L IfPJAL OF CONSTRUCTION �� � � �� errors or omission tram the approved documents. w ONLY,REFER TO FLOOR PLANIS)F0R Ai ILANTIT+ AND LOCATION OF � o ®.� �w....��a, oma•= V DOORI„ADD WfNC6WS,ANC AC1uAL 1401 I`.; 101"' 'F H'JME. wnlnor�wm,r��ulLuarsn•w uw•Wawa S.EIEVAT10NS MAY VARY FROM THEHDIISE .`.P Fr,RM.REFER ILC THE HOUSE .n 13Y ORDER FORM FOR ACTUAL DECORATIVE ('I li rcnlR Il[M`. Mr LIID[D. o �— SPACE RESERVEDFOR NEW YORK STATE STAMP OF APPROVAL u � /1 BUILDER MODEL SERI.NO.Pa• r 19"' BEST MODULAR HOMES MODIFIED CAPE ANN I 101-04W GW/K� pV(• CUSTOMER DATE DRANM CHECKED DRAWING NO. 4947ueat'74md.5isea Bu-d. Pio 18603 VOEGEL 6/11/04 DTR 1 7d• (570) 752-5914 7d% (570) 752-1525 rO' DESCRIPPON DATE DRAWM CHECKED STEEP PITCH RIDGE VENT \ `CLASS'C'SOWS-,, OWS v..GAME LNO OVLRHANGS / / �� furtiu(FIXTURE l'LA1 / I rtrP.i•. 40SEP.4 f/ I Air STOOPi1rPJ••• LEIrEiGpR 4011ROAEWIAL Mr. SONG runk REAR ELEVATION ��'`s�°`'� SCALE: 1hr=1'-0" DENARTMEN7 -OF STATE CODES DIVISION ALBANY NY 12231-0001 1 Stamp of Approval for a System, Model or Component /�( 6ddo-o�-o6z tyB�do � 9 d a 1•r t 1 r O A�p1i„a /'ii,, No ,/�zrtufac�l. Ter No bate L�f A GToval w NOTICE he. z roval Is.,ppl:cabls oniv w erose components of the tactory manufac• curebu3dinq 1hr7 'r'.nc te:!an;assembled at the factory manufacturer's facility. x d •IO TE R.R6Wp10YLmZ.IBOMLIIWFf9R•,t J1.CfEY/R J rhr. .;p;:::a:. s11:, lctjei;e:e: ihc;manutacturerrromresponsibllityfordeviations, c nasewvunoaPeararvuurem•wnroT.ew•rrNrNarJ p,,,,,a�,N„o„„,,,,,,•,,,,.,,,,a:�,,.�.,�. errors 1 ton from a appru d documents. •mcu.®wn,.a.ewr r..u,�n..cwmomav,r r y�•rtq,/•EMx Tf p®unpra pxrt cmuomYw O r � SPACE RESERYED FORTH NEW YORK 5TATE STAMPPPR-OV -- $ BUILDER MODEL SERX NO. :!499axe goosed 4 pa” r r BE57 MODULAR HOMES MODIFIED CAPE ANN I DRAWING `/ I CUSTOMER DATE DRAWN CHECKED DAAIMNG NO. >ked• bnr�uxcek, P� 1P608 DATE DRAWN ONEGNED VOEGEL 6111104 JTR 1A ?&at 074e2d S DESGRIPnON (570) 752-5414 b4a; (570) 752-1525 NO STEEP PITCH RIDGE VENT Iz �� ,_• -tea IT ROmiurty VWL SOO.. 9 12 ail HINGED 3 VORCH RDC( •• EHTERIOR LIGHT OF NEW FIXTURE II YP.I•• Y DUK.DAIERIL AND SDPMPT ••• g �pSFP4 ' W Yid `Ci Gi�� STOUP TIP.,..' f t/OA•SSu10NP� �o n•Esr a n u�nrtoac seas r"o txoits®Nra Amur RIGHT SIDE ELEVATION oeomrm•unmreortArrArNnc tr...�R.�„mI. Atwcwim wm.wmwn rret rmmou uo rmomout wem a a to wrx rIE ovtwreear s mArt mote sml SCALE: 1/4"= 1'-0" rr ut"w OErNtiTMENT OF $TATE CODES DIVISION ALBANY NY 122:�f 0001 I Stamp of Approval for a System. Model or Component t M Ix96t7 -o -O6 z M i90�0 9 q o Applicatior No Manufacturar't No natF nT ' provalg NOTICE This approval is applicable only to those components of the factory manufac- tured buildings that are fabricated and assembled at the factory manufacturers facility. $ This approval shat!not relieve the manufacturer from responsibility for cleVlations, w errors or ion fro he appr ad documents. o 6 _ By o SPACE RESERVED FOR THA NEW YORK 5TATE 5T MP OF APPROVAL +, $ V eZk� f omej PW, , _/7oz. BUILDER MODEL SERU NO. C GEST MODULAR HOMES MODIFIED CAPE ANN 1 101-04W 4997&44 7"Sew& S'rn d, Pio n19603� CUSTOMER DAME DRAWM . CHEC D DD DRA% GNO. ?ee. (5701752-5914 57QS; (5701752-1,SG NO. DESCRIPT ON DATE DRANT !CHECKED VOEGEL 6/11/04 TR 7B STEEP PITCH RIDGE VENT rz MM , —q 4112 HINGED PJRC1 Rw •• MU(INTAL Von sac •• I: —13 Fff"O CELING LK OF New r EPN o 0 DEIX,RAAMG AND SIIPPORI ... ,La^ 0787t' A!i V � fiHOrSSStOaR- � FIRM FLOOR LK sloop Irlel••• -m>re ecn or w lo1w•mor.eaw•Ao morEsvw•naewn RDAZgIiti IML Sac• r,ea'UN•AMYEOIGlA,O rcnlw«oromo rtunaeE••c LEFT SIDE ELEVATION „bi.l®.AMMPb».,...�VODsidp,.,�MtlO@AlF uc,n� imu SCALE: 1/4"= 1'-0" DEPARTMENT -)F STATE CODES 101VIS10N A.LGAIV1, NY t2231-0001 Stamp of Approval rot u System, Model or Component 4 H1�6o-0 _06z Moa6o Applicatio No Manufacturer', No Date of A proval NOTICE- hr pproval Is applicable only to those components of the factory manufac- tured buildrngs that)nc.fabricated and assembled at the factory manufacturer's facility. This approva s)a! not r0eve the manufacturer from responsibility lot deviations, errors of omission from the approved documents. By p SPACE RE5ERVED FOR E NEW YORK STATE STAMP OF APPROVAL BUILDER MODEL SERIAL NO. � rti gofwA Pal A n� CUSTOL�pl MODULAR HOMES MODIFIED CAPE ANN I DRAWING 499WInte 7"d S>has fou-" A4 18603 CUSTOMER DATE DMNM CHEC QD DRMMNG NO. 7d.• (570) 752-5914 lax: (570 7$2.1$25 DESCRIPTION DATE DM4V1 CHECKED VDEGEL 6 1/04 JTR L NO Lf-a SM 00111431 ABOVE Ar-a a ' N - NO HOLD DOWNS REOURED. FOR 7052 FOR XD52 CORNER STIR FASTENING (TYPJ ISEE PAGE 6) _—_—_—_—_—_—_—_ Ir- __ _ 1Y-0' -0• r- ' _-"Z�?—_—_—'—_—_— 9 --_5'•01 i r •—_—_—_r--_—_ NO HOLD DOWNS REOUIREO. CORNER STUD FASTENING 'a ---- -----_ _—_—_—_ ---_-- -A ITYP.I(SEE PAGE 6) 2072 7!11 6o6x vwn --- ---- 7052 O� o W07D W74TD — 0 P R. CPLD W. w ,L FllGIOE NICK /i FILLER- 2f.t2r '^ DlrrS ilLE FA: _j A. J gI KITCHECIO NI . DO L �I ' • I m E.RAMF OLp FLOOR. flOM OUT HA 2/6 w I v Ri1TTOM OF VANITY FOR RETURN BAT I = 'r•C ' r•f ' AIR DAFT By BUILDER. N LD UN DINING ROOM �- BEDROOM p` ? w FORCED AIR NOTF� 2� ISN J FaxED WAIY AR I 16'. 16'H.A. G. ,• W TFIpERATLLE D J MCE- L J L OESXiEO FOR 1115' A.411--- 1 •f v.• IM L-) w AT LOSS 6 CYrf21ATFD FOR NMT CASE. F -i Y '/;rILLCA LJ ArIN DATA�YAl1E5 FOR CONSTRUCTON, I DRYER I IWASIE 7'-5 1'-R' 9 '-9' ,�/•• IyJ y E7IE110R WALL •R•W FOFA0.A5f&II WRAHgR t11mFR. SPACE I SPACE- t2'II C '-r • ' �, L J 1 FLOOR •"FWAASS BAT Ii19LLA1pN ry, AFORAPOR�BAN1[R rrDOWS -DMOLE PAI,IFDI P[IFOYANCE CLASS'. W42L WYN PY11Rr xJJIR w303,. A'•r— r'A 7W24 ' Y•a 7-W I r-f a THERMOSTAT OW Irt:AT TO BE BAR O 75 RMfLW�AIE N�yyDDAa ♦— f, SlA10Y0 OD.ICF SPECFtl ACIUAI RETIIM AR N ROIW[LWFITS ARE TO EE OETO WWD A SITE MODIFIED s/e'FILLER -r a X �. w U H 1� Z �6E/0@TES fW 0•FLOM RERSTER A,r�0OT�LOCAITIIrON gyp �yQ��.���� ! • OPENING w 41 fOl SI T161�W IYh, r I O 1.ROM IRNN hMOM. Al aLIVING ROOMDROCti1 ttlAU 41 & o �IFOYNL '079757 $Ln IffS.L 1O • + �•0 ON FATMI M FLOOR -NO HOLD DOWNS REOUIREO.7/0 i CORNER STUD FASTENING aNa"n.O"o wINn1 IWNr1`"`°`01`"n mrc01olvAsorA 0'i 7052 7052 E-0, 7052 7052 (TYP.)(SEE PAGE 61 11-------------- --- -- — --- 7r-a H6 Zr-a s•-r r • r-r r • z-r D•-v I DEPHRT T --- 6 --------- T-r v- " u. I MEN • �F STATE I. 0'•A" -- r- •CENIF - R ------ I CODEr- DIVISION NO HOLD DOWNS REOURED. ----------.Z7---------------- ZZ.3T-0001 CORNER STUD FASTENING - ALBANV NY 1 (TYP.I(SEE PAGE 6) Stamp of Approval to, a System. ;Model or Component s M©oho-v -o6z X14060 b a Auulicatiol No Manufacturer',, No Date A• proval � GLAZING PRE-,SURE OF WINDnWc. L. DP 'I(' NOTICE rhes approval is applicable only to UIOSP Components of the factory manufac- FAA i lured buildmaa that arc tabrica!I and assembled at the factory manufacturer's facility. x /I n.s.R.EzrER10RIeLocr.Lolwy, crrsuMNALLE(:AM: :NILHIUG.FA51CNO. S.B.NnH AT 'i0 VENTILATII_%N I. ALCLILATION`= Thi: _pF;uvalenal.norelievethemanufacturerfromres t 9tl NAIL: @ 9•LJ C. / 16 NA.$1 AFL[5 lY,'B ;•U.i.FIP ,H! IJ [ !1' IJAN.I, iNT. ' responsibility for deviations, 3 FASTEN cYvsuM w/ 543 nan; D 1.01 r.For,L A110 o'�r:T-rM[[nAT[ oIi EoulvALrNT. errors olOmission homthe roved documents. g Al ilC VE IJIiLAIIUGi RC�)'�IIF! u- fi.�� 5q. '1. RIDGE VENT FRO,,{'ED !0 c111. ft. �� n O.S.B.EXTERIOR IBLOCKEDIIN' GYP��(1M WALLBOARD NTERIOR.FASTEN O.S.B.WI7H PFRFORAIED �:i lF li �F, VID: 3.61 sq. tt. i 8d Nkls 0 6'O.C.OR Ni GA.STAPLES K Ij'j I.G.0 3'O.C.PER THE rER-272 (JAN.4 2004L v, FASTEN GYPSUM r/ SO NAILS 0 7.0.C.EDGE AND RDINTERMEDIATE OR EO(AVALENT. T()I A: VE N1 I_ I a)fJ - v it r P1.(1 7 sq, f t• B /moo //'� �L./� /���F���/� /L� D/J /�''w SPACE RESERVED•FO THE NEW YORK STAT 71T APPROV _— $ JG11►aA-vVS'n'G{G a�N /� W. r t7rA'�'. BUILDER ' O L/ V DE5T MODULAR HOMES MODEL SERIAL NO. 499?04C'7•f/r�f�JdSafre&, b'm,", �,4fcr�IBs(VcOOSc I CUSTOMER MODIFIED CAPEANNI ..ANINW ?ee (570) 75'-5914 74t (570) 75 -11 NO DESCRIPTION VOEGEL DATE DRANM CHECKED DRAWING NO. DATE DRANM CHECKED 6/11/04 JTR 2 U �-wrun B M I A W-7f I7 0. R. — II II II I z I L,_ Z aw 3 -� 3 a 0:Z w0 H Qcr LL1 JJ W� >m W Z OF KENI rtdFw o,t N . SEP � O ¢ kA W II z I ' W �1 - - - - - - - - - - - - - - - - - - - - - 2111 - - - - - - nu -'NCS LEVEL rLUUP PLAN •_* * -ro rE rm u rr aoramG Buri un wnanaaoxu xooeawr awra wws un artcsca*cxv renwawrw;m txe wrwoT�cr wx[ owem ew�wwmae�ertvm�nER.waawawM.rrwnwn 8 •mowamasxuwwuxuem Yoommmaawamemaae we,uonnawmnEaawmemasn�cwoeaon�eow t a6wRnCw[p K 6 W i X J w 0 GLAZING PRESSURE OF WINDOWS IS DP 50 J cw 33 %16.0.S.B.EXTERIOR (UNBLOCKED)ry{GYPSUM WALLBOARD INTERIOR.FASTEN 0.S.B.WITH B,dFASTEN GYPSUM Or/16 5AGNAIL 0 7.0.C!EDGE AND IO'IN ERNEOUTERORTE(OIAVALENi,JAIL 4 O,I SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL BUILDER MODEL SERIAL NO. Pa. / n9c/ 6E5Y MODULAR HOMES MODIFIED CAPE ANN I 101-04W Gn4s/�`' .atKi�_TIiVSYY{Lu��91[� �� _/3 CUSTOMER DATE DRAWN CHECKED DRAWING NO. '7e1: (570) 752-5914 lax: (570) 752-1525 No. DESCRIPTION DATE DRAWN CHECKED VOEGEL 6/11/04 JTR 2A NO HOLD DOWNS REOUORED. CORNER STUD FASTENING (TYP.1(SEE PAGE 6) 48'-0' -r:L) HOLD DOWNS — SIpEWALL GIRDER LOAD 1338 pPHoRLD DOWREOUI EFASTENING � -SIDEWALL ANCHOR P.OI IS I 1 IP.)ISLE F'AG[ F) IIrVJ'/i a 71'O.L40R A IAIFRAI [(]AD OF 5.19E Ips. BASEMENT I I T.` I �II YP. /r'op"NI?ryflNC IOfl SA •I ' LAILRAL LOAD CIF 14,490 Ips I • Is 4 4. 5. 4. 4.— q' L 4 A A q 1 • — — _ I — I. _ � -.all � _ - ty � — _ I— .tY— _I— _ I —�a _ L — I � — � � �• 1111 L _ J A_ — J L _ J t_ — J L — JI _ J L — -� L — J • FOUNDATION NOTES: \-CENTER GIRDER LOAD = 2675 plf L TNS FOUIEIATIDN RAN 5 FINISHEDSq.ELI' TO DEMONSTRATE • yET1pD AND SPACMD OF SUPPORT A1O S NOT TO BE CONSTRUED • ��_ AS AWOATION THE SAK ypPO11T AION LLNOTSA1KinUO THELOCAL SITE li r n RE TS AS pETERI•ED By THE THE LOCAL BLLDMD OFFICIAL 5 ACCEPTABLE. P. OF NEH y, 3.ALLSITE 11 -LTAY I TOpOETE r4 IF My APPLICABLE ARE REWHED TO FOIMDATtlN.E ROLL-W METHOD S TO BE USED.THEN RAL EIASL SE ME M7 STAIRS • LFOVDATION S DILEITIiIDNE0 S MY BE HE TO OUTSIDE FLOOR FRAYPD AND OUTSIDE FACE E4V HLIIL DLR I // OF WALL ST105. I I * IL R _ S F EO E�xpIET ESR OR REGISTEREDSMILL BEDTO ARCHITECT AS CERTIFIOCAL SOL ED By STAY A TESSIONAL ARCE •� Ill >W MRN APPLICABLE MIATIDNAI,STATE AND LOCAL CODES.OEF.ILIAC 5127-4RIKWS As lm ^ yc FBUILDOR DEEIRvoi"ELME OPER SKA L PROVOE SUPPORTS FOR AN. V.vOR 000 SHAPED uR S.THE FLOW FRAMING BOL OUTS ACCONWATWD THE BASEMENT STAFMALSO.ANV SUPPORTS y 078TH l FOR PLATFORNS.HMD RAILS AND ALIKE ARE PROVIDED AND MSTAILED BY THE SAO BLLDER/OEVELOPER. ''.. WN' REOUIRLD. EN I_ - __ -- - - - - - - - - - - - - - - - .__ -- - --- - - - - - - - - NCORNER SO OOLD TUD JFASTENIING ��O'i sem$ • • • • ____ • IIYp.)(LEE PAGE 61 rK1 HOLD JOHNS REOUMEEI. CORNER ''TUD EASTFNINE{ I T IF'.)ISLE PACE FI 8 _U FOUNDATION PLAN < 6 SCALE:I/4 = I'-0' 0 w 0 w w 0 (uA u a SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL $ BUILDER MODEL SERIFLNO. BE5T MODULAR HOMES MODIFIED CAPE ANN I 101-04W (/ 41717 Wkd ?bad SOmd &w" A4 78603 CUSTOMER DATE DRANK CHECKED DRANNO NO. 712 (570) 759-014 7QS% (5701752-1525 NO DESCRIPTION DATE DRAWN CHECKED VOEGEL 6/11/04 TR 3 Yr7 APF'�VeE( F IRE'S i OF P1P:i c, MATERIAL E iJA1L TOE NAIL (16d) _� it 15" Q.C. ) ( ) C ) r 2x-61 SILL PLATE �— "--_2 5 ;ILL PLATE I I MIN.Wi;a I- SEALER /z' DIA. x 7/z' BOLT ' - ;: MiN. w' -,ILL ,Ea_ER (SEE PG. 6B) j =III —III- 1 - F z -�I-III-III- r (4) 16,7 NAIL`; E+ 1 I_II-III--I =III -III -I . EACH 'LALLY COLUMN Q 0 o_ I !II—III—III- III=111—III= :. III-III-I j-1,11==1;11=-T r ' C) -III_II1111=1�i= /2' DIA. ANCHOR �, ' 1 -III-III=III- /"::..:<x IM DIA. ANCHOR BOLT (� =III== BOLT IMBEDED IN i1_1 1— r IMBEDED IN CONCRETE. 3" DIA. STFEL I CONCRETE. 4' MIN. 4' MIN. AND A MAX. OF 12' COLUMN N W AND A MAX. OF 12' Y ;;;- .. FROM CORNER a 22' 0. C. FROM CORNER =.' u, m CMU WALL- v;' (2- 0. C. I � U2 CMU WALL- %2" Z PAR(,E & TAR i0 GRADE OR POURED CAP RL i1CK ,_ PARGE & TAR TCI ;': y. '- N _ GRADE OR POURED /, - MIN. II COURSES CONC. WALL TAR - (CMU WALL) F.. 10' CMU OR °" a CONC. WALL-TAR O TO GRADE -- /�J� W - MM. II COURSE, LL' TO GRADE �+ v. THICK POURED C ,y 10' CMU OR A' Cfi IVC. WALL I � 4' DIA. URAIPTHICK POU4" DIA. DRAIN I RED u 'l.•' CAP BLOCK Z W cc TILE TO PP-.ITIVE CONT. WALL TILE TO POSITIVE x (CMU WALL) 3 112" CONC. .SLAB Lu pRAIN A`_• REOUIRED 3 1!2' CONC, SL AB - BY GRADE TO ON 6 MIL VAPOR DRAIN A', REQUIRED `��_�� 3 12' CONC. SLAB ON 6 MIL VAPOR I 1- Q BY GRADE TO ON 6 MIL VAPOR BARRIER OVER 4" BE LuCATED D BARRIER OVER 4" ,/ �'% BE (.OrATFD m !.';. BaRF.IER OVER 4° GRAVEL BASE LL m I BUILDER; -\ GRAVEL BASE I �1 - DISCRETION BUILDERS GRAVEL BASE fl fS � DISCRETION; ;.�..�li o �� "C` 'Pw� . y, Y i�,pp)ly.�A}."q R oR,✓m� , N �. y iC1' "0, r ONC. I 3" lsJ FOOTING (ICI" WALL) 10'x2O' CONC. I-- `C)" - I ¢U';R 8">16' CONE. 20' `•, FOOTINC. UO" V'V.',LU FOOTING lb" WALL) OR 8'v]G' CONC. 32" . 32" 8" N FOGTING (8" WALL I CONE. FOOTING E TIAN is RON I E �I+ JdH ` I SECTION @ END WALLS > )E%i Ji i !. L ALL r -OLUMN OF New� \ SEPH l S jA a i ' :W NOTE: I. FOR LOADS ON FOUNDATION WALLS AND COLUMNS/PIERS SEE DRAWING 3 2. ENGINEER/ ARCH. DESIGNING FOUNDATIONS IS RESPONSIBLE FOR w COLUMN AND SUPPORT PLATE (TOP AND BASE) DESIGN. 3. FOR CORNER STUD BRACING SEE PAGE 6. L U ,� BUILDER MODEL SERM NO. Ve "w q�d w� Pa t7acGEST MODULAR HOMES,INC. MODIFIED CAPE ANN 101-04W 49976W?"d SOLeed 96w"4P-s4 MOS CUSTOMER DATE DRAWN I CHECKED DRAVANO NO. lee: (570) 752-5914 57": (570) 752-1525 NO. DESCRIP71ON i DATE DRAWN eHECKEo VOEGEL 71311D4 JTR 3A FIXTURE SCHEDULE A FRNIT A REN EXTERIM WALL MRC B BRIG ATEA CELING MING C ■TO(R CEU6 NRC 0 Crol" SNR RWASCMEAUNTED FIT 5 E LTH WALL HUNG G.F,F t.L'i 4 AWP F STAIRELL WALL HONG W - G HAL CEILING HUNG OU d ° 1 Q ,v ae u b H FOYER CCLRC HRC \J'uulR I I BATH LIGHT 9A WALL HONG P. R. � � - i LTR SOFFIT RECESSED 1 t KITCHEN CEO HALL I R AITOER SOFFIT RECESSED I \ 1 BAT I L KORoOM CELLA HIM B __— B BEDROOM "2 DINIAIG- ROOM u A11CM It NI SFI FaaERI F61mf.WARP ` H rcFi CnEN MO SOFF111 YALYCE NRIG F --_ — PANELBDARD SCHEDULE 4 --�L-�---� ;,,, wRC °HovF CLAW r S Cw LIGHT 70 I 2 IO GiL.L YR. I �/ FLOOR FOR FIR S.O.BY BNL OFk p F n 3 LIGHT 20 7 20 GF.GAFR. LIGHT 20 S f 20 IEFF4 A R n E. otl' 19 � 5 _ _ 3 - IGIT 10 7 R 20 IPPIIAIQ ° GLFU EXT. 20 9 4 20 MPLWEE GFli LTH 2f1 F Q 20 Od■LSiER LIGHT . 50. 20 D M NJ W4SHHCR 6 K Ao 50 RAIIGC 17 ■ LIVING ROOM HF- I BEDROOM "1 ,;;T.uSw - u Or =0 „ FOYER I 444 1 >9 401 1 �I � — $ `}, - I g nMfD VIIXTE CEPMH,BIFtl 81°lELLRWtla�J011 C.F.C.I. „P 9 WF DEPARTMENT OF STATE CODES Dlt/ISION ALE,ANfv NY !2221 -0001 Stamp of Approval tot u SystenT Model or Component � N ELECTRICAL PLAN �' NEN M 049ho r� 062 BVI v6p D a OF NEW No Manufacturer'' No Datp ,4 Date, Apbrovhl o � NOTICl- `hl'. „pprovat is app'acablr only;o inose components of the factory manutac- o .A 'W tured bulfdlny; !hat arc iaUrlcated and assembled at the factory mamrfaclurer's facility. � i '•w - Thio approval sha!;no]Ieliove the manutacturer from responsibility lot deviations, \ E3 errors or Ission from the app ved documents. o NOTELALL KITCHEN AND COUNTERTDP RECEP.AND By MOTET CDES NUMBERSACT AFOCI ON THIS PLAN ARE TO ILLUSTRATE BATHROOM RECEP.ARE G.F.C.I.PROTECTED AT _� ' -- CIRCUIT DESIGN.TIE ACTUAL CIRCUIT NUMBERS SMALL BE DESIGNATED AlY A.F.F.UNLESS NDTED O7HER■ISE. + . — SPACE RESERVED FOR E NEW YORK STATE STA P 0 PROJAL 1 BY FACTORY ELECTRICIANS AND SO NOTED ON THE PANELBOARD. BUILDER MODEL SERIAL NO, vazaw /'�A' T pL99c, GEST MODULAR HOME5 MODIFIED CAPE ANN 1 101-04W 49976W7/,4d50reze��. Q� V� r�W� �awoi�c CUSTOMER DATE DRAWN CHECKED ORAMN6N0. W (570) 752-5914 las: (570) 752-15GJ ID DESCRIPTION DATE DRAWN •CHECKED VOEGEL 6/11/04 TR 4 OIL fh•Rort Ir vSTI�DOR VENT TduxM — — — .Nr'dux dl� P. R. /�� rh VENT LIP- OIL R%SnMMNOOR WENT tTdux dL KITCHEN I rWE1 STACK TMD RW— I rdux dl HALL I ■ATNDOR VENT BAT I J DINING ROOM BEDROOM "2 r I - I II I xl roux w — — VENT Ir I tOF NEW �, \ LIVING ROOM I BEDROOM NI FOYER I // !a i r - IIrr iu -10MY8)C£YY ptlMVppL l6QML1ApCSt4VLAO0ElBli •:��, -•. ` / I �s.swuAros[enumrE rEmwrorormevrran,°u ':./' . armanwEArocaxwrtn Wm nEnuE Aro s.oMwiwn • �-. Iraeon.+mwmxwwrxrnYmnmauuo lmomax ' , �:P:':'.��-'� MMCM 6 q!!!E WHITE LEDMf1liNlli SfARCfEF9 OIV61M �Jr An TMENT Or- STATE DES DIVISION r NY 1223-• -0001 a System. Model or Component PLUMBING PLAN F71 ©D�yO D Applicatior No Manufactf!rar: Vo Rafe prrwa NOTICE rhin approval is applicable unly ru;nose components x!ne factorynanufac- o tured buildings that are fat6ncated and assernb!ed at the factory nanufac!urer's facility. x This approval shall not reliew. Ihr manufacturer from responsibility tot deviations, 3 errors or omission from the approved documents. o a SPACE RESERVED R THE NEW YORK STATE STAMP 0 ROYAL { ._. a DfG.�f+i ynw'.InA � A BUILDER MODEL SERIAL NO D AASG�A W�•K/iG / a' . BEST MODULAR HOMES 4992oiat7"dSoma'. Nmwrk, P4 !8603 MODIFIED CAPEANNI 01-04W. .f750-5914 o sf �1 n o� CUSTOMER DATE DRAWN CHECKED DRAWING NO. 7d: 15701 752-5914 7Q.T• (570/ 752-152 NO. DESCRIPTION DATE I DRAWN CHECKED VOEGEL 00111104 JTR 5 D.W.V. PARTS LIST No. ITEM SIZE D.W.V. NOTES I VENT ELL (HxH) 11/2' 3•VENT PIPE I. ALL DRAIN, WASTE & VENT PIPES ARE PVC. i 3':STOP VALVE 2. PVC PIPING CONFORMS TO ASTM-D-1785-86 AND IS MADE OF (BY OTHERS 2 VENT ELL (HxH) 2' SCHEDULE 40 PLASTIC PIPE. = VACUUM RELIEF VALVE VENT LL (HXH) AS REOURED IF VALVE 3. ALL HORIZONTAL D.W.V.PIPES SLOPE 1/4'PER FOOT TOWARD SOIL. APPROVED 'WATERTIGHT' L 4 VENT TEE (HxHxH) 2' 4• FIRST FLOOR D.W.V.PIPING IS STUBBED THROUGH THE FLOOR AT NEOPRENE ROOF FLASNW I Y: DIELECTRIC UNION VENT (HxHxH) 2' THE FIXTURE. FIBERGLASS SHINGLE 6 VENT TEE IHxHxH) 2'x2-x)1/2- 5. D.W.V.PIPING 2' AND LARGER IS STRAPPED EVERY 4'-0' D.C.: I 70 FIXTURES TEMP,6 PRESSURE RELIEF VALVE VENT EE (HxHxH) 3"x3'xl I/2' 3'-0'O.C.FOR PIPING 11/2'AND SMALLER. I (SHIPPED LOOSE) 8 VENT TEE (HxHxH) 3'x 'x2' 6. ALL TRAPS ARE REMOVEABLE 'P' TYPE OR w/ CLEANOUT PLUG. i ROOFR TRUSS eE 24'O.C. 9 1/4 BEND ELL (HxH) 11/2' 7. ALL HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL 3 3'4' 10 1/4 BEND ELL (HxH) 2' DRAINAGE LINE CONNECTIONS SHALL ENTER THROUGH WYE /^-' DISCHARGE MY OTHERS) II I/ END LL fHxH) 3' BRANCHES, COMBINATION WYE AND 1/8 BEND BRANCHES,LONG TPICAL CONNECTION WATER NEATE PIPE TO FLOOR DRAM BY OTHERS 12 1/8 BEND ELL (HxH) 11/2' SWEEP 1/4 BEND BRANCHES FOR PIPING UNDER 3'.SANITARY 13'MWIMUM VISIBLE AIR GAP REO'D.) 13 1/8 SEND ELL (HxH) 2" TEES MAY BE USED ON HORIZONTAL TO VERTICAL CONNECTIONS. 7r 1/8 BEND ELL (HxH) B. ALL MATERIALS AND LABOR REOUIRED TO COMPLETE FIELD I I/ END LL STRE T (SxH) II/2' CONNECTIONS BETWEEN MODULES SHALL BE THE RESPONIBILTY 2•or P VENT PIPE 16 1/8 BEND ELL,STREET (SxH) 2• OF THE BUILDER. /+ NOTE, WATER HEATER IS OPTIONALLY AVAILABLE FROM I 1/8 bLNU ELLQ>XHI 9. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED MODULAR MANUFACTURER 18 LONG SWEEP I/4 BEND LL (HxH) II/2' AT A MIN.OF 6' ABOVE THE FLOOD LEVEL OF THE HIGHEST TYPICAL ROOF PENETRATION FIXTURE SERVED IN THE BRANCH. TYPICAL WATER HEATER SCHEMATIC N LONG SWEEP 1/4 BEND ELL (HxH) 2' SCALE:NO SCALE 20 L N SW 1/ N LL (HxH) SCALE:NO SCALE I xHxHl 22 SAN I ART FEE HxHxH) SUPPLY NOTES x x I. ALL WATER LINES ARE TYPE 'L*HARD COPPER TUBING AND FITTINGS BY OTHER NAL YP,SUPPLY LINE 24 SANITARY (HxHxH) 1x11/ 1x2' CONFORMS TO ASTM-B-88-89. 25SANITARY (HxHxH) 'x xl l/ 2. WATER SUPPLY LINES ARE ASSEMBLED USING SOLDERED JOINTS 2na LEVEL FLOOR t)ANITARY TEE (HxHxH) 'x x AND CONFORMS TO ASTM-B-88-86, u LooPED MGN AND SECURELY Y:O/HOSE 2 x x 3'x3'x?" i FASTEN TO COUNTER OR W L 28 COUPLING (HxH) II/2' 3. WATER SUPPLY LINES ARE STRAPPED EVERY 6'-0'D.C.. „ TTINGS 6 ADDITIONAL oUNTERio 4. WATER SUPPLY LINES ARE TO BE STUBBED THROUGH FLOOR ON PPE BY OTHERS ��- 29 COUPLING (HxH) 2' THE FIRST FLOOR AT EACH FIXTURE. �+ SINK 30 COUPLING (HxH( 3' 5. ALL MATERIALS AND LABOR REOUIRED TO COMPLETE FIELD pp NEI► 31 (HxH) 'x CONNECTIONS BETWEEN MODULES SHALL BE THE RESPONIBILITY A.r p I'/j DRAW 32 (HxH) 'x OF THE BUILDER. 3 I (HxH) x 6. SHOWER HEADS,LAVATORY FAUCETS, 8 KITCHEN FAUCETS 41 ARE RATED AT 3 GPM MAXIMIUM FLOW. ' * TL I%i P-TRAP A (HxH) 11/ .LM w/ CLEANOUT OPT. (HxH) 7, DISINFECTION OF POTABLE WATER SYSTEM:ONE OF THE IsY LEVEL CELIG m i r W FOLLOWING METHODS SHALL BE USED BEFORE THE THE SYSTEM, RESTOPPING IN ACCORDANCE �' -�:NTE FITTING 36 P-TRAP w/ CLEANOUT (HxH) II/2' rr SEciION 71T.4 OF THE NEW OR PART THEREOF,IS PLACED IN OPERATION OR RETURNED TYP,D.W.V.LIN TORO STATE coDE �' - 9 37 P-TRAP w/ CLEANOUT (HxH) 2' TO SERVICE. NOTE:PIPES MAY BE OFFSET I �. D?679'1 �2' TYPICAL DISHWASHER HOOK-UP 38 CLOSET BEND (SxH) 4'x3' A. THE SYSTEM,OR PART THEREOF,SHALL BE FILLED WITH Ab, SCALE:NO SCALE 39 CLO T FLANG (H) 4' WATER SOLUTION CONTAINING 50 PARTS PER MILLION OF TYPICAL FIELD CONNECTION ` As , 401 PIPE STRAP 11/2' AVAILABLE CHLORINE AND ALLOWED TO STAND FOR 24 HOURS SCALE:NO SCALE I 1 PIPEA BEFORE FLUSHING AND RETURNING TO SERVICE. 421 PIPE STRAP 3• B. THE SYSTEM,OR PART THEREOF,SHALL BE FILLED WITH A 431 NEOPRENE ROOF FLASHING 3' WATER SOLUTION CONTAINING 200 PARTS PER MILLION 441 WY (HxHxH)— 11/2' OF AVAILABLE CHLORINE AND ALLOWED TO STAND FOR 451 WY (HxHxH) 2' ONE HOUR BEFORE FLUSHING AND RETURNING TO SERVICE. --- 461 WY (HxHxH) C. FOR A POTABLE WATER STORAGE TANK, WHERE IT IS NOT471 - - PRACTICABLE TO DISINFECT BY THE FOREGOING METHODS. THE WY (HxHxH) 'x 'xl l/ U�"Nr•�' - 1'-,�1 48 WY (HxHxH) 'x 1x11/ ENTIRE INTERIOR OF TANK SHALL BE SWABBED WITH A WATER t' ' ' f= 49 WY (HxHxH) 'x3'x SOLUTION CONTAINING 200 PARTS PER MILLION OF AVAILABLECHLORINE AND ALLOWED + i rr•1(-C ,i l:_ 77 LONG TURN WY (HxHxH) II/2" FLUSHING AND RETURNING T�OS SERVICE. 7_1 TWO HOURS BEFORE I LONG TURN WY (HxHxH) 2' D. FOR A POTABLE WATER FILTERS AND SIMILIAR DEVICES, THE I _ LONGTURN WY (HxHxH) 3' DOSAGE SHALL BE SPECIALLY APPROVED UNDER THE Stamp o1 Approval ioi -;d ..�.:.;<,, ;:;+L;L: ',• ;;,;,;;-,F;{'il"t(;;INT LONG TURN WY (HxHxH) 2'x2-XI 1/2' CIRCUMSTANCES PREVAILING. /1/1,^ [ LONGTURN WY (HXH% ) 3'x3'xll/2' B. LEAD-FREE SOLDER IS USED ON ALL COPPER CONNECTIONS. 14 VT _0 O LONG URN WY (HxHxH) 3'x3'x2' 9• ALL FITTING UTILIZED ON THE WATER SUPPLY SYSTEM SHALL !l _ �•( �'7/ [Q1 BE WROT COPPER SOLDER - JOINT PRESSURE TYPE. - - - •f J....-.- _ SANITARY DOUBLE WY (HxHxH)) 3' AmAcItio. VO �A n',,.:; / I L V WA 11/2• 10.ALL WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED. - 1 L v INA 2' NOTICE rhlF approval:;-: 9 SH WER DRAIN ASSEMBLY 2' LUred buildings that are tab,cath: LLo This approval shall not rehevc:(hL ...... 40THEBESTOFMYgl01NIDDE,BEUEFANDPROFESSIONALJUDDEAE11i ettOFs oTOmissibn from the Iovetl doCUmel)25. o GENERAL NOTES pp S THESE PLANS AND SPECIFICATIONS PERTAINING TO THIS PERMT SEYARE w 1. SCHEMATICS ARE DESIGNED IN ACCORDANCE WITH THE NATIONAL DERIVED FROM AND CONSISTENTTMlH THE PLANS AND SPECIFICATIONS STANDARD.CABO AND BOCA CODES.IN THE EVENT ONE MODEL ASSOCIATED VATH APPROVAL NUMBER MIx) 413 AND MOOED 4M By d w CODE.CONFLICTS WITH ANOTHER, THE MOST STRINGENT VMICH IS ON FLE)xTH THE DEPARTMENT OF STATE CODES OMSIDN. REOUIREMENT WILL APPLY SEE ATTACHED APPROVAL LETTER rr L7 2. ALL WATER CLOSETS ARE 1.6 GALLON/FLUSH. 3. ALL SHOWER AND TUB/SHOWER DIVERTERS ARE ANTI-SCALD. 5PACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL o �W u DeWI'axe _ BUILDER ��17/2 DEL SERIAL NO. Q((J� �a, rf c// • ! BEST MODULAR HOME5•INC. ODIFIED CAPE ANN 1 101-04W 752-5,914 1 �J � , pi4s rI�WO3C CUSTOMER TE DRAM CHECKED DRANANGNO. TCC.• (570) 75 -5914 lax. ($791 !SG-M NO DESCRIPTION DATE DRAWN CHECKED VOECEL 1/04 JTR 5A \ �° M \O�MAi \°� 10 4/ry �A/ry �4i\ST STA STA SII-.,• VENT II 1 —I v: VFrIT V VES of ►fir• 37 I —11/2' VLNI 1w 2' STANDPIPE - 1 19 I l-<" GRAIN 18' TO 48'HIGH I 1 O3E ooR ___„ GRQw I I � W Au GFAuI !RAIN St FV 25 3" DRAIN—.. 39 - LI _ 24 FTP 35 I i� ,o1875T O TYPICAL LAV D.W.V. SCHEMATIC TYPICAL KIT. SINK D.W.V. SCHEMATIC TYPICAL WASHER D.W.V. SCHEMATIC TYPICAL W.C. D.W.V. SCHEMATIC— SCALE: N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE: N.T.S. 1/2' BY MFG'R. DIVERTER TO D.W. IN FACTORY 1/2' 1/2' (OPTIONkLL) 1/1' HUT OFF 1/2' I VALVES BY OTHERS >Hu 7 OFF VQLVLV r l/2• IN FIELD 1/2 ,HUT 1/2' TO THE BEST OF MT NNOVA.EDOE,BELIEF AND PROFESSI JUDGEMENT OFF VALVE' THESE PLNIS AND SPECIFICATIONS PERTMINNG TO THIS PERMIT SEF ARE DERNED FROM AND CONSISIENT PATH THE PIANS AND SPECIFICATIONS — DRAIN ASSOCIATED WRH APPROVAL NUMBER vmogW-03 ANDMI — — — VENT MCH IS ON FILE WTH THE DEPARTMENT OF STATE CODES DMIO SM BEE ATTACHED APPROVAL LETTER TYPICAL SUPPLY TO TUB/SHOWER TYPICAL SUPPLY TO KIT. SINK SCALE:N.T.S. SCALE: N.T.S. OEPAR T MENT OF STATE CODES DIVISION Jr 3/8' ALBANY NY 12231-0001 3/8' CHROME I, z' Stam of Approval for a System, Model or Component C/ryF urF VALVE I WASHER/DRYER � p pp y p f--iiz• ,HDT OFF VALVE. �" �^ HOOK-UP 1/2' )< l' �oobm-o _Od L 1001 `� `�` D a vz. Applicatio+ No klanufactun?�' No Date ?' Dnp .val a W/D BOX MOUNTED IN WALL c p io , anufac- B w/1/2' BOILER DRAIN VALVES NOTIC. �h;::.Ipproval IS aP.%iiCaUlr �niy r.>:�:cse nom onenr5 rn a?e tar_ rl• ;� 1 tuned buildin1J-thal Are fahrlCa�ed.and HSSemrInd at the taclory manUiacture4 facility. TYPICAL SUPPLY TO LAV. TYPICAL SUPPLY TO W.C. TYPICAL SUPPLY TO WASHER �� This app ov shau r:o;relieVl-!he manufacturer from responsibility fordeviaSions, a errors or omission trom the approved documents. ! SCALE: N.T.S. SCALE: N.T.S. °3 SCALE:N.T.S. �I _ By c r) COLD WATER - -.s % — — - HOT WATER �5PACE RE5ERVED FOR THE NEW YORK STATE STAMP OF APPROVAL •n� BUILDER MODEL SERbLL NO. De1'uxe spotted a� pa, . BEST MODULAR HOMES,INC. MODIFIED CAPE ANN I 101-04W499Wkas7fr><dSOII TM44" ;V,41860 CUSTOMER DALE DRAWN CHECKED DRAINING NO, G N0DESCRIPTION GATE � DRAWN �CHECKED VOEGEL 7/31/04 JTR 5B '7e1: (570) 752-5914 7aa.• (570) 752-1525 . [F LH A W INC, P DEI AIR A �2 x 10 (SPF •1/•21 RIDGE BOARD HIN I A V.RQ CAF F Al IRIUG w' (ALV.RODI INC flAIIF I•', -B WIDC IG GA.GAL V.SIEEL :J NAF !CONI INIlD1151 f4:7ENCD wi CALV.RO0I UNG NAIL'.. 1.) 2.6 VSPi 'V•21 235• `..ELF-',EAUNC FIRE P.(.'.A,S 'wHVIE S DOGE BOARD-_. ICL ASS 'CCOUBLC COVERAGE DI -(S• ASPHALT SATURATED FELT PAPER 1•1 COX PLYWDOD SHEATHING 01 '.3116a 7UE NAIL EACH - �^° Z k•q . RAFTER TD RIDGE I.1 (fes - - (, • _, ICE 6 RATER SHIELD TfgS 3.9375 ISEE NOTE •S ON PG.611) SEED DPAr,IN " •M '- ;;, m r, r./ Ll�E 1�q" x .i" LG. LAG ;CREW , vI jy ?' -PRE-FINISHED ALUMINUM �\ - - ? _ DBI, EDGC o1 = •�' PRE FINISHED ALUMINUM Q — FASCIA 1••I 191.8 x 3'LONG Q� 2 x A (SPF •1/•2) SCREWS - TYPICAL (•1 \--Ix 6 SUBBASCIA (••1 FIBERGLASS SINlLES ICLA55 C 51124 NAILS ON FLAT 0 16'D.C. ---PERFORATED ALUMINUM - ISEE TOTE 'M--- EACH END (ONLY WEEN FULL WEOLE 13)IOU iDF NAILS EACH FOFrrT PANELS 1••I BALL K NuT JILUA FAPTER TO )OF FLAIL I.1-/ �+ 6• SATURATED FELT PAPER- J-CHINUEL I••1 i�OF NEW ` —6 `)° C. ISLE NOTE •IBI 2x6 (SPF•3)COLLAR TES Z.E. eSU. OE) IGRAFRAMINI, W —{ '/I CDX PLYWOOD W I.O.C.1.1(TTP.1 IC O.C. WAIL FINE!5 1•I EXTERIOR FINISH 11•1 SEE EPH N HOUSE EXTERIOR FORM ORNER BR_ AC'IN�2 DE ] AIL (ME NOTE •D) TYPE OF R FINISH L •'u NOT TO BE NSTALLED o cc ON GABLE END SHED WALL (-I(TYP.1 1 —''/K O.S.B.SHEATHING, _ ,Wu A'JIEN FIRGT FLOOR CORNER NODS WITH WAALLLATHING PANEL INSTALLED r�CTDDRRY1 - 1 0 42i ROWS OF Ibd COMMON NAILS' 0 II" 0. C. ICE G WATER SHIEtO -SEC DRAWING 8 PEI An D • ��r- / VR 'LISE (Iz)114' L)IA, X 3" LAG SCREW`-> ¢Er NOTE •18 ON PG.6A)- Y"DETAIN ��. ^::'c, +>'' !SEE PAGE h FOR DETAIL) ICF rRAW!NL eB OEI Aa A y,•o¢XIK - ' S.I. R-30 FIBERGLASS BATT INSULATION + ,'([;S1C" �iuu"r°tki y,•DECXINc WANAPOR BARTER IRE NOTE •9)�� �'�� ' FASTEN SECOND FLOOR CORNER STUDS WITH EAVE Rl Orr. B 74'0.C.-� END rNLr INSDFCXN — Id NAL DIRECT a I'D.C.I.1 r PRE-FINSHED ALUM. A\ Ixq ISPF•I/•278AND JOISTS l2) ROW J OF Ibd COMMON NAIL ) 16 JO" 0, C. DRIP EDGE OR USE (3)(/4" DIA. x 3" LAG ,CREWS .. 6 'AS T A"UN v y (<Cf n \ /;. 2'/;eEaRMc 51R1 �� PAGE E FOR uE T Ai'L> PRE-FINISHED ALUM,FA`.rIA •• X 2'/,'BEARING ETRIF \ FREST�PNG PERFORATED SOFFII PANEL •• L'�L'DAnuL SEE ORAWNG 6B DETAL B 'J'CHANNEL-� DOUBLE t.L SPF •I/°11 15[E NOTE •81 6 d1AWNG 8 TAIL C SCF DRAWING 6B DETAIL C f VINYL FINISH TRIM ipp p1A1C I OR t-ON`'TRUI-TION TO THE BEST OF MYIOgWtfDGE,BEOEF AND PROFE5510WLLNpGEMENi EXTERIOR SrEATNNG 2.4 IRI-Y21 NOTES SEE PAGE GA• WDIRML 1/p TSEE NOTE •n 2x6 TSPF •U'21 SILO STUD A IL'O.C. MESEP MDSPECNICAnO PERTAMINGTOTMSPERMRSETME W INWtP71[IN I'O.L _ 3 ISEC NOTE 'EI - 'DRYWALL b DEr+n•Ep FRDMMpcoNSISTEHT VHTH THE PLANB AHD SPECIFICAnorls E ABSOCNTEDwTIN MPROVAL NUMBER MBpmm-0Y]AND MooB6NmSE _ NOTE •SI •-b• NMICH IS ON FILE IMETH THE DEPMTMENT OF STATE CODES DMSION. PELTRAT10r1 SEE ATTACFEO APPROVAL LESSER. BARRIER - TAG AIEN:Y RATED STUD-I-FLOOR — IOPT*Ml M%WALY'i fISEE 1OTE •41 EE D - '/2 DRYWALL SRAWING SB DEIAII C tl O -OVERLATMLNT ;EE DR4WINL GH DLIAIL O 4 U -`MEN- EXTEROR FLASH BASE MLIILONG �iIF APPICABLD 3 a ..ACr INE( � IF J 1 H 1 t 15EE EXTERIOR ELENATON m CODES DIVISION I STARTER-, Z ALE3AN , N`r 12281 •0001 1 1 STRIP 1•) SLL PLATE dyALER Iq s $� _ Stamp of Approval fot A System. Model or Component �-PL OCKIHG IN FIRST Irn RAYS E ENDWALL GRA{E- �� FI GOR INSULA n[IN� �g 15C[ NOTE :U NN PAG[ 6A.1 GCF N(nC ILL � NDtil FOUNDATION Aro ` ANCHOR DUI1-, ITH NCIF •'I m FOOTING,DETALSEE SLEET 3A 4uplicatif Vo Manufact';rar'' No Date of proval f zo NOTICE 'he TFProval Is aFFhcabR .nly::: 105e components o!the factorymanufac- 26'-Ox I ad WIDE CAPE COD BUILDING SECTION f 1 turedbuildlnq: the CR! a; 33sSembiedatthefactorymanufacturersfacility. o rhB :pp: .a; :;' :IurTEl.e'.Fiftr .naoufaCtufeffrom responsibility for deviations, w SCALE : t/4' ° I'-0' errors or omission from the approved documents. g By �•• w 51"ACE RE5ERVED FOR THE NEW YORK STATE STAMP OF APPROVAL 0 BUILDER MODEL SERIAL NO, 5F5T MODULAR HOMES,INC. MODIFIED CAPE ANN I 101-04W (/ 499700 7".40rea / ? C P,4 19603CUSTOMER DATE DRAM ' CHECKED DRAWING NO 7ee: 15701752-5914 ?QS' (57 ) 759-1525 NO. DESCRIPTION GATE ORANM CHECKED VOEGEL 7/31/04 TR 6 CONSTRUCTION NOTES L ALL CONSTRUCTION ON THE JOB SITE SHALL CONFORM S. INTERIOR WALLBOARD. 10, ROOF SHEAIHING: 16, R-19 FLOOR INSULATION IS REQUIRED i0 MEET ENERGY CODE REOUIEMENTS TO APPLICABLE LOCAL CODES AND STANDARDS. I/2 GYPSUM WALLBOARD,WALLBOARD SHALL BE ADHERED '/;"COX PLYWOOD,EXPOSURE 1,SHEATHING SHALL BE PER THE RESCHECK. TO HE PROVIDED AND INSTALLED BY BUILDER ON SITE. AND FASTENED TO ALL FRAMING AEMNERS. FATTENED TO ALL FRAMING MEMBERS. 2. BLOCK COURSING AND FOOTING DEPTH SHALL VARY ADHESIVE - DRYWALL ADHESIVE APPLIED WITH A%' FASTENERS - TABLE 3.8 ROOF SHEATHING ATTACHMENT 17. ANCHOR BOLT' TO BE MIN. 4-AND MAX.10'FROM END OF SILL PLATE. N ACCORDANCE WITH ACTUAL JOB SITE GRADE CON7005 BEAD TO ALL FRAMING MEMBERS. AND FROST CONDITIONS. FASTENERS Of THE 1555 WFCM REOLIIRES Ad COMMON NAILS AT b' MAIN HOUSE FOUNDA 710N - SEE CHART BELOW. 0.C.DIRE('I EDGES AND 6-D.C.INTERMEDIATE AT THE .. ENDWALI/ ANCHORS 10 HE 77'O.C. 3, FLOOR OVERAYMENTsIF APPLICABLE) 6. EXTERIOR WALL INSULATION 4'-0'C.INTE TER ZONES. 6.0.C.AT DIRECT EDGE` AND SIDE WAL L'f{ANCHOR' TO BE 72'0.C. I/i PANELS,OVERAYMENT GRADE,OVERAYMENT R-19 FIBERGLASS BATT INSULATION W/VAPOR BARRIER FA<TENINCTE EOUIRED BY RMEDIATE T THEE 1995E INTERIOR CAN BE 18. APPLICATION OF ICE BARRIER AS PER SECTION R905.L 1J Of THE DECKING. BE ADHERED AND FASTENED TO THE FLOOR ON NARY SIDE MINTER). SUBSIITUILD WITH TABLE 40 OF THE NCR-772 REPORT 7007 NEW YORK RESIDENTIAL CODE SHALL BE INSTALLED BY THE DECKING. 7. EXTERIOR WALL SHEATHWa IREGSUE DATE JAN.1,20041.16 GA.r I'CROWN . lu,•LG. BUILDER ON SITE. ADHESIVE - WHITE GLUT SHALL BE SPREAD EVERY ON THE STAPLE AT 3-O.C.DIRECT EDGES AND 3'O.C.IN'CRMEDIATE SURFACE OF THE FLOOR DECKING. T%'ORENTED STRAND BOARD IO.SJU.EXPOSUE 4INTERIOR/ AT THE 4'-O'EDGE ZONES. 3.0.C.DIRE( EDCL`� 19. uNDERLAVM[NI: FASTENERS - Y GAUGE X%'STAPLES SPACED AT 4'O.C. EXTERIOR (ALE,SHEATHING SHALL BE ADHERED FASTENED AND. 6'O.G.AT 7HE WTER10�4 ZONE. ;HALL BE FASTENED WITH CORROSION-RE S6iANT FASTENERS M ACCORDANCE DIRECT EDGES AND T O.C.INTERMEDIATE. TO ALL FRAYING MEMBERS. WITH MANUFACTURER'S INSi ORPO IN INSTRUCTIONS, FASTENERS ARE i0 BE ADHESIVE - CASEN ADHESIVE (FEDERAL SPECIFICATION M. ROOF SHINGLES: 4. FLOOR DECKING MW-A-p5C,TYPE 0APPLED WITH All/i CONTINUOUS BEAD APPLIED ALONG THE OVERLAP NOT FARTHER APART THEN 36'0.C.PER SELF-SEALING FIBERGLASS `TINGLES,DOUBLE COVERALL Cl ASS SECTION R905.2.7.2 OF THE 7007 NEW Y(IRY, SiAIE RE SIDENIIAL CODE. GLUE.Dj$TOMO A FLOOR, HERED /EXTERIOR TO ALL FRAMING MEMBERS.SEE CHART BELOW. 'c•.SnwGLES SHALL HE FASTENED iD ROOF SnEATHMG. GLUE.DECKING SHALL BE ADHERED AND FASTENED TO ALL FASTENERS - SEE CHART BELOW. FASTENERS - SIX (G)GALV.ROOFING NAIL' DIRECT EACH 2O.PLOCKING: FRAMING MEMBERS. SHINGLE PER ,VANUFA('TURERS RECOMMENDATION;. FOR BASIC WIND SPEEDS GREATER THAN 90 mph,BLOCKING AND CONNECTIONS ADHESIVE - WHITE GLUT APPLIED N A CONTINUOUS BEAD 8. CEILG BOARD. SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR 10 FLOOR FRAMING ON ALL FRAMING MEMBERS S/A'GYPSW WALLBOARD,WALLBOARD SHALL BE ADFERED TO ALL D, ITEMS HONIED WITH A SINGLE ASTERISK 1q SHALL BE PROVIDED BY MEMBERS IN THE EIR;i iw0 HAYS OF FRAMING.AND SHALL BE SPACED Al p FASTENERS - PER TABLE 3JNAILNG SCHEDULE OF FRAMING MEMBERS. DELUXE HOMES AND INSTALLED BY THE INSTALLATION CREW AT THE MAXIMUM OF 4 FEET 0. C. AS PER SECTION 3.35 FLOUR GIAPHHAM BRACING Uf THE 1995 WFCM STRUCTURAL PANELS OF ADHESIVE - FOAM SEAL (GYPSUM BOND 2110 OR EOUAUAPPLED JOB SITE. THE 1995 WFCM.FASTEN BLOCKING w1TT 121 Ad NAILS TOE NAILED EACH CND rOR LESS ARE TO BE FASTENED w/ Bd NAILS PER MANUFACTURERS RECOMMENDATIONS OF 81995 WG M. PER TABLE ),IGF THE 19)5 WFCM. 0 6'0.C.AT EDGE AND ITO.C.AT INTERMEDIATE. 13. ITEMS NOTED WITH A DOUBLE ASTERLSK h )SHALL BE PROVIDED By THE 1995 WFCM FASTENING CAN BE SUBSTITUTED BY 9. ROOF INSULATION: DELUXE HOMES AND INSTALLED BY THE BUILDER AT THE TABLE 27 OF THE TER-272 REPORT (REISSUE DATE R-30 FIBERGLASS BATT INSULATION W/ VAPOR BARRIER JOB SITE. OF JARJ,2004)24'X J13'RING SHANK NALS ON WARM SIDE (WNTERI. SPACED AT 4.O.C.DNECT EDGES AND 8'O.C.N7ERMEOIATE. H. ITEMS NOTED WITH A TRIPLE ASTERISKI''HALL BE PROVIDED AND INSTALLED BY THE BUILDER AT THE JOB ;ITE. 15, ITEM" NOTED WITH A OUADRUPLF ASTERISK 1••••1 ARE NOT REQUIRED AND ARE INSTALLED AT MANUFACTURER" DISCRE`.JUN. O0. S. B. EXTERIOR (BLOCKED) wI/ GYPS M WALLBOARD INTERIOR. FASTEN 0. S. B. WITH rstamp 8d. NAILS c 4' 0.C. OR 16 GA. STAPL�S x 14' 0 2'0. C. PER THE NER-272 (JAN. I,2004). FASTEN GYPSUM w/ 5d NAILS 0 7' 0. C.EDGE AND 10' INTERMEDIATE OR EQUIVALENT, JF STATE CODES DIVISION OBd�NAILS o 6' 0EC.)OR OR 16NGA. STAP)LE52 xG IS LG. oUM A3L O�C.R ER THEIOR.NER272 NJAN0.SI, 2004)HALElAnf� Nv 12P�T.0001 of Approval lot uFASTEN GYPSUM w/ 5d NAILS a 7' 0. C.EDGE AND 10'INTERMEDIATE oR EQD1vALENT. L System, Model or Component - U. S. R. EXTERIOR (UNBLOFF-E'1)I 'A'i " I,� F' ,(IM WALLBOARD INT ERIOR. FASTEN 0. B. VVI ambo IIH R -O / Q 8 Fd NAI_S F, F,° n• r OR I6 C•A. '-:T.npLE''..- ." L'- U C.C. PER THE NEAR-'7U WAN. I, [004;. /� of NEN ♦ Awficatic, VO fVanLJfacnlrerC :NO Date:f FASTEN GYPSUM w/ 5d NAII `, ;� 7" � . ; . [ DF-.F AND 10' INTFRMFDIATE OR EQUIVALENT. / NOTICE 'hr , mF I proval os pPllcable ,n y Fu mase components of the tactory manufac- EP ''Fa a'"a y u M lured huildln" ma'arr labncatert Aad assembled at the factory manufacturer's facilityw * LA i I h; vr.:ppr,. tha:.j,,t cclOve m the anufacturer from re 4 errors of omission Nrom the approved documents. sponsHbility for deviations,, o THE BERT OF MY KNOWLEDGE,RE µD PROFESSpNAL JUDGEMENT1; W 777 THESE PIANS AND 5PECIN0ATIONS PERTAINING TO THIS PERMIT SET ME �1 K DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS A99UCUTED YAM APPROVAL NUMBER MIO 4)13 AND MO 4913E 4) Y WHICH S ON FILE YAM ME WMI"AIENT OF STATE CODES OMS ION F�NQ�"JyT- SEEATTACHEDAPPROYQLETTER � .", ' U SPACE PE5EKVED FOR THE NEW YORK 5TATE STAMP OF APPROVAL S o ?�e.C�uxe I MODELBUILDER SERLIL NO. x499 Wk4l '7•lr�Trd Sorel, �erwL ,,f D.,4s �J78603 - - ---- - �- � - -- ---�- - - -� -- 1 ----�� - - ousTD EODULAR HOME5,INC. MODIFIED CAPE ANN I 101-04W ee. (5 0) /5G'�914 �4.'G: �.7/�� /SG-�.)W �-_- _- .---.-. -. - _ .- _- -_ _ - --__-_ _._- DATE DRAWN CHECKED DRAWING NO. DESCRIPTION DATE DRAM 'CHECKED VOEGEL 7/31/04 JTTZ 6A NOTE:DASHED TRUSS LINE IS 'TYPICAL'ONLY �%'DIA.BOLT (ON SITE BY 20 GA. GALVANIZED STRAP WITH (8) ALONG FLOOR BEAM / 8d (.131DIA.) COMMON NAILS EACH END OF STRAP.(OR EQUAL CONN. _ _ _ _ C' FOR 7178)UPLIFT CONNECTION 16d (.162 DIA.)NAIL TOE NAILED USE (4) 8d (.131 DIA.)NAILS 1%Z x 20 GA. GALV. STRAP w/ (8) 0 58 0.C.(ON SITE BY SET CREW) TOE NAILED EACH TRUSS EACH END 01F ISTRAPO OR EQUAL LATERAL CONNECTION CONNECTION OF (OR — �'--USE 8d (.131 DIA.)NAILS 0 7' 0.C. 4780) THROUGH DBL. TOP PLATE /z' HEX NUT USE (4)8d (.131 DIA.)NAILS w/ WASHER END NAILED PLATE TO STUD �JUD TIE DOWN TRUSS TIE DOWN DETAIL A-I DETAIL B DETAIL A ENDWALL SHEAR CONNECTION DETAIL C 020 GA.STRAP w/ 115)8d (.131 DIA.) USE 8d (.131 DIA )NAILS 0 COMMON NAILS EACH END OF STRAP. 7.O.C. THROUGH BOTTOM WRAP SILL PLATE AT EVERY ANCHOR BOLT PLATE TO FLOOR JOIST LOCATION (OR EQUAL CONN.OF 9904) 7'0.C. THHRROUGHH BOTTOM I%p' x 20 GA.GALV.STRAP w/ (8) USE 8DIANAILS 0 16d (.162 DIA.)NAIL TOE NAILED Bd (.131 DIA.)COMMON NAILS EACH END OF STRAP (OR EQUAL PLATE TO FLOOR JOIST 0 3' 0. C.(ON SITE BY SET CREW) CONNECTION OF 4788) II/'x 20 GA.GALV.STRAP w/ (9 8d (.131DIA.)COMMON NAILS EACH END OF STRAP (OR EOUA —16d (.162 DIA.)NAIL TOE NAILED CONNECTION OF 4788) IT/,� ANCHOR BOLTS •' 0 18'0.C.(ON SITE BY SET CREwI (SEE N E a 2 ' PC. G.6A) SIDEWALLSHEAR CONNECTION SIDEWALL TIEDOWN ENDWALL TIEDOWN - Neft DETAIL C-1 DETAIL D DETAIL D-1 / re EPH r ENDWALL CONNECTIONS * � DETAIL D-2 020 GA. GALV. STRAP w/ (15) ; iw] L100�" 8d (.131DIA.)COMMON NAILSrn anwaEACH END OF STRAP (OR "n° EQUAL CONNECTION OF 1568')aeaawox. 6Q DOTS( •n � �R�_.RS10Nf�' (2)20 GA.GALV. STRAP w/ (15) 8d (.131 DIA.)COMMON NAILS (2)20 GA.STRAP w/ (15)8d (Al DIA.) EACH END OF STRAP (OR — — - COMMON NAILS EACH END OF STRAP. EOUAL CONNECTION OF 11760)- DEPARTMEN' OF STATE WRAP SILL PLATE AT EVERY ANCHOR BOLT CODESDIVISION LOCATION (OR EQUAL CONN.OF 9904) ALBAnI` N� 122:<' nQQ1 16d (.162 DIA.)NAR TOENAILED Ftl'hi!. Ot 0 15'0. C.(ON SITE BY SET CREW) _ p Approval tol u System, Nodel or Component 8 ENDWALL MODULEl _o6L �6� z ' TO MODULE Vo Manufacrllro.. O g Vo Date A0 roval w NO ,approval is applicable omy to those components of the tactory manufac-ANCHOR BOLTS f, -/�0 BE 19 0.C. h.. re tabnrnter.andassembled at the factory manufacturer's facility.e - - I/, DIA, x 7%'BOLT (ON(SEE NOTE 19 ON PC.6A)- SITE BY SET �REW)MIN.(7) /z' HE Y NU7 .-•,V shat!not relieveThe manulacturer from responsibility for deviations,ALONG F�pQOR BEAM (USE w/ WASHER S*ntromthea proved documents. r' o SIDEWALL CONNECTIONS %{DIA. x 7/z BOLT 48'0.C.) DETAIL D-3 DETAIL E _ T SPACE RESERVED F R THE'ltlE1+t_Y0RI -5TAa_5i BUILDER MODEL O BEST MODULAR HOMES SERUL NO. 499 Zlkat 7/rHd Sona, 6�'orurck, �yP 1P603 MODIFIED CAPE ANN I 101-04W /� s 7 e q �s f 'C CUSTOMER DATE DRAWN CHECKED DRAWING NO. /Cl( (5'0) /�G-591Y �qy! (5/o) /52-1✓�GJ [NO. DESCRIPTION DATE DRAWN CHECKED VOEGEL 6/11/04 QTR (,jB (2) 12d NAILS TOE NAILED PER HOLD BACK 1'-0' OF SHEATHING BAY ON SITE BY SET CREW. EACH SIDE OF FLIP. TO BE INSTALLED ON SITE BY SET CREW. 20 GA. GALV. STRAP w/ (8) 8d NAILS EACH END OF STRAP. Esl_ ON SITE BY SET CREW. TRUSS IN HINGED POSITION (2) 12d NAILS (2) IOd NAILS EACH END ROAD HEIGHT WITH 8'-0' CEILINGS W/ FLIP BACK = 13'-103/ " EACH TRUSS OF SHEATHING EACH TRUSS ROAD HEIGHT WITH 8'-O' CEILINGS W / OUT FLIP BACK = 13'- 13/5" "M°��Bp1Ov� DETAIL A (2) 12d NAILS PER BAY (ROAD HEIGHT BASED ON 2'-10' FRAME) ""F '21 ON SITE BY SET CREW — „P Encs IS.I., Ix9al[0 ON SHE � FIS SI, IEE..-_. =SEE CIT"I (9) 12d NAILS EACH TRUSS TO BE DETAIL B FINISHED ON SITE BY SET CREW --SEE 01 RR, 0 i•I.4R •.I Le ISPr ^i 6 a)Da Nus - {'E 6 F.01 Do 5 /y NEW d a b OF 17 `� NarIN�RsuD a E END D,,�' �'OL ERINC t(C GIn4 C n LAIFNMN to \''PF 0781 / �6 NEuu r.2 <'u__ 1 w p z, rN°NA Y;oreunc Y na;sc �) NSI.... 1 �ROrESSIO� .32" $x115Pf ':, GI,PF ^ DETAIL C r OIEF'ARTMIEN7 L_-W STATE 12/12 STORAGE TRUSS 13'-0" WIDE (120 mph) ccmsoHrISIlow 2231-C 4�A!tlY NY 1.�+3i-fro S'bnW of Approval for a System, A4o" or Caomp~t � Mppbp-D _06L IIIwo q D� 'rO THE BEV OFWIDlONtEDC>E,HEUET ANO PROFESSIONA�.JUDGEMENT :'Ff)1i9• i^alif: N'aG rM13:11:}c'7 Ui;SI'•" No nate rif A Dia.\v 1 8 ;':!I iyi 'r: .+.'1•,;rnvp;.S LIp{R::,ac:_ r •:t�t -IGS(:cOmpc,writ;.vi ini, iactory'tbanuta d . THESE PLANS AND SPECIFICATIONS PERTAINING TO THIS PERFR SET AREp uta Hudd:n,. ;h3! re!sbricated ar.�:assemelec at the factory manutactuser's facility, DEFINED FROM AND CDNSISTEIR VM TIE PLANS AND SPEC11MATONS Ffw -Isn=:.:1 E 1 ASSOCIATED,NDHAnvRwALNU SMMOOaom.o„ANDLpoNDm-01�E s;, r.. of relieve tha manufacturer from responsibility for tleviationa, z v HIS ON FREWmI THE DEPARTMENT OFSTATES CODES wwSION. orrorSof omission from the approved documents. g I_ SEE ATTACHED APPROVAL LETTER 0 GA. GAL V. `'i FA w, PJi1IL`_, EA'I_N ' IILi Ih'AF. BSI � L� DETAIL D -- - --- - -- - ---- - ----- — 5PACE RESERVED FDR THE NEW YOKK STATE 5TAMP OF APPROVAL o w'..nA ^ BUILDER MODEL SERIAL NO. 2)aaze w'..nA ^/ �a" F BE5T MODIILAK HOMES,INC. MODIFIED CAPE ANN I 101-04W �/ 499 w�,a'74%d seT�T�I�7 r��D' �� rJ19'603� CUSTOMER DATE DRAWN CHECKED DRAWING NO. ?d (570) 752-5974 7": (570) 752-15? NO DESCRIPTION DATE DRAWN CHECKED VOEGEL 71?1104 QTR 7 4 ,2• w cn 4 SOWMJIBE ON 24 924"K12' L _ J -L - -j L J L - IJ I � I I p U I I e I 12' NCR so NA E ON 24'x2! 2' NCREITEE FxOrOeTING \71 yam_ F- - _ ukOEIF-II' — J��=c301R0EiE 06--+-e� 14 I I ti J �I I I I O 25000 P5UI TIUM CONCRETE ILL • C i AOWEL TERPROOFING ON THE SIMPSON STRONG Q 6'x16• REINFORCED CONCRETE j j I� TIE ANCHOk STMPPING EXTERNIR WALLS A: FOOnNC6 FOOTINGS WITH (E)#4 RERAR 24' O.C. 6ELGW BRIDE ANO OYER THC I I I I -- ---- — 7 ------ ----— —— — ——— f - - -- -- -- O- - --- - -- - - ---- - Ma 6' REINFORCING PIER FOGNPIER^ 1 10 - CDNOREE OW CONCRETE 0, II II 5.,-4,• I I I I i I. Q Q B r RE]FORCED BASEMENT8 I W/ 5-.6. Old WELDED WIRE MESH o Q R.O. i I ALL POURED CONCRETE TO BE 333 12 -4" �3 3000 PSI STRENGTH o 2e DAYS DO NOT PROCEED WITH FRAMING UNTIL SURVEY 7'-a" -t a^ <s" _6• OF FOUNDATION LOCATION I HAS BEEN APPROVED. LLLY COLs G 2ORTonWLLY CR U414 ON NCRE : FOOTING �N0RNG P1 STEEL REINFORGNG PIERCO CCEE ONO 2fiy _4, !x16" CONCREE ER RU3'.15' CONCRETE -am _ � - --+L_ 9'-4^ 26' ITERSCERTFUt J Q Q I r L _ L _ J L _ J L J L _ -J l REOUIRED F: PLUMNG ALL PLUMBIR WASTE o Q r I c ; -=�-1- S WATER LINES NEED TESTING BEFORE COVERING O Q R O -, - 12,_4., I R.O. n Q Q 1 I I FOUNDATION WALL - - _ ' STIRS P1 CONCRETE ESocle R �CONIC U iFOOTINGWTH ( ! RREINFORCING PIER DP PLUMBERCERTIFICA71ON '. 6 CONCRETE O ONaRM L - - -- ----- — ON LEAD CONTENT BEFORE •, : „ Lo CSF OCCUPANCY III OLDER USED IN WATER TROWEL ON ASPHN.nuM nis' SUPPLY SYSTEM CANNOT wnreRPrtooFNON THE ANCHOR e ERIOR WALLS ♦ FOOTING 2a o.a STWITINI i EXCEED 2/10 OF 1%LEAD. ___ • BELOW OMOE AND OVER THE _ _ A"" "'^"`^-•____ '^^"•^ a _ _ 1 Gr -+' 5 OCCUPANCY OR DWG. N.T.s r�— � _ r — --�r ��- r --I r — � - 7 - -1 SIMPSON STRONG TIE CONCRETE1CONIC jti , - ----------'-- ------------------- -- ,1"'C --- --- SEI UNLAWFUL (MAH-23)-(MAB-15) TO REPLACE L _ J L J L _ � L+ 1-_ L - EME NO ANCHOR BOLTS ® EVERY 24" O.C. souTueE ON 24544.12 SONNBE ON 24".24.1112" WITHOUT CERTIFICATE 7'-10" 7- 7'-10" 7'-10" 7'-10" 7'-10" OF'OCCUPANCY . 6• ' APPROVED AS NOTED JT IT`\TI //n�� OATE:4�B.P.iJ��S0693T- �J 1 �1 JILL t 9� T ION l FEET q 9/ &N BX;—.`7L'�� I' NOTIFY BUILDING DEPARTMENT AT T'.- , T�T7 L CONSTRUCTION SIWI 7651602 SAM TO 4 PM FOR THE :I SCA 1 4 1 -0 ME THEREQUIREMENTS OFTHE FOLLOWING INSPECTIONS: CODES OF NEW YORK STATE. 1• FORPOUREDD- TWO R RETE QUIRED / p 0 2. ROUGH - FRAMING S PLUMBM(4'" �' II 3 & INSULATION 4. FINAL - CONSTRUCTION MUST i ! BE COMPLETE FOR C.O. NAILING 3 CONNECTIONS REQUIREMENTS OFTHECODESOFNEW -•.,, ' r /�� CERTIFICATION OF ALL CONSTRUCTION SNALL MEET THE 3 " ) REQUIRED. PORK STATE. NOT RESPONSIBLE FOR f / DESpN OR CONSTRUCTION ERRORS• i f RETAIN STORM WATER RUNOFF FLOOD ZONE FIIRSUANT TO SECTION 45.10C COMPLY WITH CHAPTER"46' OF THE TOWN CC FLOOD DAMAGE PREVENTION 'I NEW RESIDENCE FOR RSD ! j B 0 G' cb. w:a a�0ti e' L07 9, JACKSON'S LANDING _gip yam n MATTITUCK, NY s �k I e'� + G,• �. TOWN OF '. SOUTHOL NEW YORK �' ro � . , 9T'tl'01606b .p2 MICHAEL W; BEHAINGER 49CHIT CT SOUTHAMPTON, N.Y. 8:31-287-9474 06/29/04