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HomeMy WebLinkAbout24857-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26606 Date: 08/03/99 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1805 MILL PATH SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 56 Block 1 Lot 4.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 2, 1998 pursuant to which Building Permit No. 24857-Z dated MAY 6, 1998 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 ONE FAMILY DWELLING AS APPLIED FOR. Z.B.A. #3893. The certificate is issued to MICHAEL P & CLAIRE L GLEW (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0015 07/21/99 ELECTRICAL CERTIFICATE NO. H 063308 03/01/99 PLUMBERS CERTIFICATION DATED 02/05/99 ROBERT VANETTEN PLUMBING Building I pector Rev. 1/81 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. 24857 Z Date MAY 6 , 1998 Permission is hereby granted to: MICHAEL P & CLAIRE L GLEW PO BOX 188 ORIENT,NY 11957 for CONSTRUCT A NEW SINGLE FAMILY DWELLING (MODULAR HOME) AS APPLIED FOR. at premises located at 1805 MILL PATH SOUTHOLD County Tax Map No. 473889 Section 056 Block 0001 Lot No. 004 . 003 pursuant to application dated APRIL 2 1998 and approved by the Building Inspector. Fee $ 487 .40 Building Inspe or ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 19 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 a 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 . . . . . . . . . . . .�3j-V. . . . . . . . . . . . . . . . . . New Construction. . . . . . . Old Or 1Pre-existingBu din . . . . . . . . . . Location of Property. . . . . . . l .. . . . . . . . . . . . . House No. a Street / Hamlet Onwer or Owners of Property.. . . . . ... .a.�.. . F .. .CA�iJfQ . . . . �`. . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. 5 . . .. . . ..Block. .. .1. . .. .. . . . . .Lot. . . . . . . . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . .. .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . C i Permit No.,��.6 7 . . . . .Date Of Permit. .�..9 . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . . .. . . . . .. .. . . .. .. . . . .. . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . .. . . . . . .. . . . . . . . . . . .. Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . . Feg Submitted: $. . . . . . . . . . . . . . . . . .. . . . . . . . . .4Q�' o alP(PO(P 7. . . . . . . . �L -!5 APPLICANT APPEALS BOARD MEMBERS O� SpFFOI,t O CD Southold Town Hall Gerard P. Goehringer, Chairman �� Gy- 53095 Main Road James Dinizio,Jr. ti '� P.O. Box 1179 Lydia A.Tortora 0 T Southold, New York 11971 Lora S. Collins y O�� ZBA Fax(516) 765-9064 George Horning �Ol �a Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD May 25, 1999 Mr. and Mrs. Michael Glew 61339 Main Road Southold, NY 11971 Re: Appl. No. 3893 - Right-of-Way Update/1000-56-1-41 Dear Mr. and Mrs. Glew: This will confirm that I have recently inspected the condition of the right-of- way under ZBA Case No. 3893. The right-of-way is excellent and meets the ZBA requirements in order for you to proceed to the next step in the building permit/certificate of occupancy process. Very your , Gerard P. Goe ringer Chairman ,( w h�o��g�fFO(K�oGy o � Town Hall, 53095 Main Road H x Fax (516)765-1823 P. O. Box 1179 v� • Telephone(516)765-1802 Southold, New York 11971 y p! OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No. T Y5 ✓ Owner: -10.ir e �c� rv1iC1�0.'t-1 (please print) Plumber: C06,0,4 VCUAE --'fen �11( rVv10I hR .( InQ (please print) 11 J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 197 Notary Public, County JOYCE M.WILKINS Notary public,State of New York No.4952248,Suffolk Co Term Expires June 12, 19(? THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 8073060 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date MARCH 01,1999 Application No. on file 17024998/98 H 063308 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of MICHAEL & CLAIRE GLEN, 1805 MILL PATH, SOUTHOLD, NY in the following location• ® Basement ❑ Zst Fl. ❑ 2nd FG Section Block Lot was examined on FELRURRY 22,1999 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT K.W. AMT. K.W. AMT. I K.W. AMT. I H.P. 8 3 8 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS M LTI-OEUTLET DIMMERS SYST AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMi. WAiiS 2 F SERVICE DISCONNECT NO.OF S E -R V- - - 1 -- - C — - E METER NO.OF CC GOND. A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W13 0 9W S 0 4W pFR 0 OF CC COND NO.OF HIAEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL 1 200 CB 1 X 1 2/0 1 2/0 OTHER APPARATUS: SERVICE TO MODULP.R-1 6 CIRCUIT TRANSFER SWITCH-1 CLP-.IRE GLEN � L L P. 0. BOX 1950 SOUTHOLD, NY, 11971 GENERAL MANAGER 11 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. Cam, Town Hall,53095 Main Road yy. Fax(516)765-1823 P.O.Box 1179 �?, Telephone(516)765-1802 Southold,New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 29, 1999 Mr. & Mrs . Michael Glew 1805 Mill Path Southold, New York 11971 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $25.00 XX No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 24857-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. .-.� g. ..� r� vim. � ✓ • • I-I RIM r M-1302 BUILDING DEPT. INSPECTION [ ;/F41/UNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REN JARIKS: DATE INSPECTO i !� M-1802 BUILDING DEPT. S�'ECTItJN [ OUNDATION IST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY R ItKS: DATE //'��INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ JLATION [ ] FRAMING [ FINAL [ ] FIREPLACE /& CHIMNEY �- RE RKS: Zv o> DATE INSPECTO 765-1802 BUILDING DEPT. 1 NSPECTIO [ ) FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Zzzzmv� — ell DATE C INSPECTO M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC HIMNEY REMARKS: _ DATE c �' 70 -APPEALS BOARD MEMBERS gOfFO(,� Southold Town Hall Gerard P. Goehringer,Chairman �� °y 53095 Main Road o P.O. Box 1179 tiT Southold, New York 11971 � James Dinizio,Jr. ,y • �� Fax(516) 765-1823 Lydia A.Tortora O( �0� Telephone(516) 765-1809 Lora S. Collins George Horning BOARD OF APPEALS TOWN OF SOUTHOLD December 15, 1997 Mr. and Mrs. Michael Glew P.O. Box 188 Orient, NY 11957 Re: Appl. No. 3893 - Pending ROW Improvement Parcel 1000-56-1-4.1 (1990) Dear Mr. and Mrs. Glew: In response to your letter received December 8, 1997, this will confirm that the Board has agreed to authorize you to proceed in obtaining a building permit, with the understanding that right-of-way improvements noted in Appl. #3893 dated January 9, 1990 will be completed before issuance of a Certificate of Occupancy. Very trul yours//��_ GERARD P. GOEHRINGER Z0000c Y Southold Town Board of Appeals MAIN ROAD - STATE ROAD 25 P.O. BOX 1179 SOUTHOLD, L.I., N.Y. 11971 a6 f. TELEPHONE (516)765-1809 (��—E XG Na (516) 765-1823 APPEALS BOARD �` El @ LI 1.:J M MEMBERS t6 J4 GERARD P. GOEHRINGER, CHAIRMAN �7m 2 5 CHARLES GRIGONIS,JR. SERGE DOYEN, JR. JOSEPH H. SAWICKI BLDG. DEPT. JAMES DINIZIO, JR. L..j0WNDF1OUTFtOLD ACTION OF THE BOARD OF APPEALS Appl. No. 3893 Matter of Variance to the zoning Ordinance, 280-A Approva o Access fight-of-Way, (Article XXVIII , Section 100-281 B, construct a one family dwelling) . Property Location: 61339 Main Road, Southold, County Tax Map No. 1000, Section 56, Block 1, Lot 41 . WHEREAS, a public hearing was held and concluded on December 19, 1989 in the matter of the Application of MICHAEL AND CLAIRE GLEW, under Appeal No. 3893; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. The premises in question is located along the north side of Main Road 25 S.R. , Town of Southold, and is identified on the Suffolk County Tax Maps as District 1000, Section 56, Block 1, Lot 41. 2 . This is an application for Variances from the Zoning Code 280-A Access Right-of-Way, (Article XXVIII, Section 100-281 B) , for permission to construct a one family dwelling. 1 Page 2 - Appl. No. 3893 Matter of MICHAEL AND CLAIRE GLEW Decision rendered January 9, 1990 3. 280-A Approval of Access of Right-of-Way, Article XXVIII, Section 100-281 B, No building permit shall be issued for the construction or alteration of any building upon a lot without access to a street or highway as provided by 280-A of the Town Law. 4. In considering this application, the Board finds and determines: (a) That the circumstances of this application are uniquely related to the premises and its established nonconformities; (b) that there is no other method for appellants to pursue; (c) that the variance will not in turn cause a substantial effect on the safety, health, welfare, comfort, convenience and/or order of the Town; (d) that in carefully considering the record and all the above factors, the interests of justice will be served by granting the variance, as applied conditionally noted below. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Dinizio, it was 1 Page 3 - Appl. No. 3893 Matter of MICHAEL AND CLAIRE GLEW Decision rendered January 9, 1990 RESOLVED, to GRANT a Variance in the matter of the application of MICHAEL AND CLAIRE GLEW as applied under Appeal No. 3893 for approval of 280-A, SUBJECT TO THE FOLLOWING CONDITIONS: 1. That the road be width widen to 12 ft. north of railroad crossing for a distance of approximately 680+- ft. , to beginning of subject property. 2. Grade road at R.R. crossing with additional fill to provide grades not more than 8% with 1 on 4 side slopes. Use material containing 150 or more of small gravel, sand and 15% or more of loam. 3 . Place a 2" compacted surface of 3/4" stone blend on the 12 ft. width. 4. Last 250+- £t. (12 ft. width: Do any necessary clearing to provide 3 ft. of clearance on sides of road. 5. A profile should be submitted indicating how this 250 ft. length road will meet the present road as updated. 6. Remove topsoil for 12" . Replace with compacted material same as shown at 2. Note: The profile will indicate depth of replaced material which should not be less than 6" . 7. The purpose and cause of this enhanced 280-A approval is to maintain access of proposed 94,829 sq. ft. lot of minor subdivision, therefore, improvements are to be made only to beginning of this lot. ( shown as lot #2 on minor subdivision lot Dated: 1/26/89 R. Van Tuyle) , remaining improvements are contained in Appeal 3605, Ted Dowd, rendered on July 16, 1987 . 8. That final approval for the road shall be inspected by Board of Appeals. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Doyen, and Dinizio (Absent: Joseph Sawicki) . This resolution was duly adopted. df /GERARD P. OE INGEXCHAIRMAN` { FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL �n Date . ��8. . . . . . . . . . . . . . . . .. 19 . . . . . . . . . . . . . . . . . . . PLEASE TAKE NOTICE that your application dated . . . . . . . . . . . . . . . . . . .. .9':�f. . for permit to 44*�Ae-.ed,4v • ,�jy� . . iw . . . . . at Location of Property t/ . . . . . . . . . . . . . House No. Street • • • • Hamle County Tax Map No. 1000 Section . . . . .cam 4. . . . . Block . . . . . . . . . . . . . . . Lot .'. ,I.O. . .�j�.�. . Subdivision . . . . . . . . . . . . . . . . . Filed Map No. LLot• No. .. . . . . . . . . . . . . . . . . is returned herewith and disapproved on the following grounds . 4i�L, . .+�'7 •%�� i ae-e-'1144�. . . . . . . . . �" ,. o - . . . . . .77-7�2o�- : . 4zrw . . . . . . . . . . . . . . . . . . . . . . . p� .��... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Bui ding Spector RV 1/80 " cvcFilll�., Southold Town Board of Appeals MAIN ROAD STATE ROAD 25 P.O. BOX 1179 SOUTHOLD, LJ., N.Y. 11971 TELEPHONE(516)765-1809 (516)765-1823 APPEALS BOARD MEMBERS GERARD P. GOEHRINGER,CHAIRMANa FEB 2 2 CHARLES GRIGONIS,JR. 4 SERGE DOYEN, JR. — w.a � JOSEPH H.SAWICKI NLC>G DEPT g JAMES DINIZIO,JR. — TO'vUlu OF SOU`(H0I-_9 ACTION OF THE BOARD OF APPEALS Appl. No. 3893 Matter of MICHAEL AND CLAIRE GLEW. Variance to the zoning Ordinance, 280-A Approval of Access Right-of-Way, (Article XXVIII, Section 100-281 B, construct a one family dwelling) . Property Location: 61339 Main Road, Southold, County Tax Map No. 1000, Section 56, Block 1, Lot 41. WHEREAS, a public hearing was held and concluded on December 19, 1989 in the matter of the Application of MICHAEL AND CLAIRE GLEW, under Appeal No. 3893; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. The premises in question is located along the north side of Main Road 25 S.R. , Town of Southold, and is identified on the Suffolk County Tax Maps as District 1000, Section 56, Block 1, Lot 41. 2. This is an application for Variances from the Zoning Code 280-A Access Right-of-Way, (Article XXVIII, Section 100-281 B) , for permission to construct a one family dwelling. 1 Page 2 - Appl. No. 3893 Matter of MICHAEL AND CLAIRE GLEW Decision rendered January 9, 1990 3. 280-A Approval of Access of Right-of-Way, Article XXVIII, Section 100-281 B, No building permit shall be issued for the construction or alteration of any building upon a lot without access to a street or highway as provided by 280-A of the Town Law. 4. In considering this application, the Board finds and determines: (a) That the circumstances of this application are uniquely related to the premises and its established nonconformities; (b) that there is no other method for appellants to pursue; (c) that the variance will not in turn cause a substantial effect on the safety, health, welfare, comfort, convenience and/or order of the Town; (d) that in carefully considering the record and all the above factors, the interests of justice will be served by granting the variance, as applied conditionally noted below. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Dinizio, it was Page 3 - Appl. No. 3893 Matter of MICHAEL AND CLAIRE GLEW Decision rendered January 9, 1990 RESOLVED, to GRANT a Variance in the matter of the application of MICHAEL AND CLAIRE GLEW as applied under Appeal No. 3893 for approval of 280-A, SUBJECT TO THE FOLLOWING CONDITIONS: 1. That the road be width widen to 12 ft. north of railroad crossing for a distance of approximately 680+- ft. , to beginning of subject property. 2. Grade road at R.R. crossing with additional fill to provide grades not more than 8% with 1 on 4 side slopes. Use material containing 15% or more of small gravel, sand and 15% or more of loam. 3 . Place a 2" compacted surface of 3/4" stone blend on the 12 ft. width. 4 . Last 250+- ft. (12 ft. width: Do any necessary clearing to provide 3 ft. of clearance on sides of road. 5 . A profile should be submitted indicating how this 250 ft. length road will meet the present road as updated. 6. Remove topsoil for 12" . Replace with compacted material same as shown at 2. Note: The profile will indicate depth of replaced material which should not be less than 611 . 7 . The purpose and cause of this enhanced 280-A approval is to maintain access of proposed 94,829 sq, ft. lot of minor subdivision, therefore, improvements are to be made only to beginning of this lot. (shown as lot #2 on minor subdivision lot Dated: 1/26/89 R. Van Tuyle) , remaining improvements are contained in Appeal 3605, Ted Dowd, rendered on July 16, 1987 . 8. That final approval for the road shall be inspected by Board of Appeals. Vote of the Board: Ayes: Messrs. Goehringer , Grigonis, Doyen, and Dinizio (Absent: Joseph Sawicki) . This resolution was duly adopted. df /GERARD P. 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TOWN OF SOUTUOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . hhbb BUILDING DEPARTMENT CIIECR-W. . . . . . . . 'TOWN HALL SEPTIC FORM - • - . . . - SOUTBOLD, N.Y. 11971 n BLOG.DEPT. TEL: 765-1802 NOTIFY% CALL . . . . . . . . . . . . . . . . . . I Kanined. .. .., 19.... ..... MAIL TO: . . . . . . . . . . . . . . . . . . . . Al)provel.. ..,�,t/ 0...., 19.... tensit No. ........... .................................... Disapproves /.................................. ................ (Building Inspector) A LIGATION FOR BUILDING PERMIT Date. . . . . . . . . . . . . . . . . 19. . . . INSTRUCTIONS a. this application mist be completely filled in by typewriter or in ink and submitted to Lite Building Inspector wi, 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan slowing 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 mist be drawn on the diagram which is lmrt of this application. c. lbe work covered by this application may cat he crnmenced before issuance of Building Permit. d. Upon approval of this application, the Building inspector wilt issue a Building Permit to tine 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. APPLICNrI N IS t EL= MAGE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or domolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, lousing code, and regulations,,ad to admit authorized inspectors on premises and in ' in r neceMssary (Signature of applicant, or name, if a corporation) (Mailing; address of applicant) State whether applicant i owre lessee, agent, architect, engineer, general contractor, electrician, pl rher or Ioibleo ....................... I. ........(../.i....................................... I......`.,...........................I....... Name of owner of promisee ...........1..1 {... ....`J`...... ........................... (as on the tax roll or latest deed) if applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporateofficer) .0 Builders License No. -V ..�.... 1J "rm I Y1.0d ' Plumbers License No. .............i............ of Electricians License No. ..................... Other Trade's License No. .................... Q0 p � I. Location of land on which proposed work will be chore.. ... ..Y..1�• 1.5. .s...M.0 )......P..�L../1.1..................S0o.+ C) ((I.................................... .................................... ................. Bouse Nrber Street /( Ilanlet County Tax Map No. 1000 Section .. ?_ �J ... Block .... „� .... tot ...... Subdivision (V1li�Ir.�L T` ... Filed Map No. ....1.(.�.q.. int ........... (Nacre) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ....... xfX.YA-.f ... ...................}.�.q.................. b. Intended use and occupancy ........Q�,....::Y"tai rn�.�....��..�J��Y.�l r:•�......... �( 1 ' .l 11 . 7 1. Nulure of work (dnetdcMddn applicable): New Building .,1.:...,,. Aklition !Alteration . . ... j Helm ir ........,... Raunorval ............. l)enmlitlot, ............ Other Work ,?'..,cr per\ pion) 4. listiwated Cost ........... .. �...... fee ............ s ............. )t1.43(1:f11 (to be paid on filing t ie a1Plt¢C4� 1k{N9 5. if Awelling, rxa+ber of dwelling units ......I...... Mnbe'r of dwelling units a: each floor ................ Ifgarage, rxnber of cars ......,lY/ ........................ 6. If Ixiainesa, connercial or mixedfocoyxney, specify nature and extent of each type of use....1v`4......... 7. Dinuenslnns of existing strictures. If any: Fromt................ Rear ............... WIAln ................. lleight ......................... Muber of Stories ...................... Ilhnnensions of anre structure with alterations or additions: Front ............... Rear ............... Depth .................... [!eight .................../. _Mnber of Stories g. Ilimenalols of entire neer construction: !bout ...�f-.....,. (tear ..... G✓�..... Depth .Z neiglnt .....................I... Mnber of Stories ......I............... 9. Sire of lot: Dont .................... Rear .,..................Wpt�h/y�..�...........J...I . r � 10. [kite of Hnrdiase ..................... More of Poorer (Amer II, Zane or use district In udridn premises are situated ................................qq...........................,... 12, hoes proposed construction violate any uxning law, ordinance or regulation: .....!>/.Q............ 13, Will lot Ile regraded ....,.1. �,'.�.,.^.I..,./, Will exc sa EIII be removedd Frroom/premises: dD 14. Nana of Oner of pr anises �4' iI Ill(l�Ye ,drew � ?u� �cylnonet`L (1/ �J None of Architect .................................... Address .............................. Zoe No. ............ . Nan of Contractor ................................... Aklreas ...............................flare No. .............. 15, to this property within 300 feet,of a tidal wetland? * YRS Wp *IF M, SWIIIJD 1U%V 7261'FAS flilNIT MAY BE RCQIIiRFD. 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 nr'dxr or description according to deed, and allow street nares arxi indicate whether interior or corner lot. SI'ME (Md MM Y(AIK{/-���,� MINIY/<N• ?(,l,t..l��. . .(./.�5(`S `�� .�...Y••:e: •...............being duly sworn, deposes arxi says Lbnt be is lbe appl.iclnl. (None of Individual. signing contract) above n aced, Ile is Lie ..................... etr CO�. ................................. ............................ (Contractor, agent;-corporate officer, etc.) of said owner or Owners, and Is duly authorized to perfornn or have performed the snit] work and to nuke still file this app] [cation; that: all stalaments contained in this application are lox to tine beat of tile knowledge nrd b6tief; noxi that Lhe work will be performed In the nnnnrer set forth in the application filet] therewith. Sworn Lo Wrore one this pp .. Lay of 19 P.... Notary public .. .. .... .... JOYCE M.WILKINS (Signunfure of Applicant) Notary public,State of Now York No.4952246,Suffolk Couniy- Term Expires June 12,19 G.SPiS/6 bb 1 nor� 0 ♦ J ` /V/6' C8"r4pV / 306.87 0 �' -k PLEASE NOTE g4 !� Minimum distance between well - _ JPVV 27 ,,,q 7 - o♦ and cesspool is to be 150.feet. _ "R r � 4"�c�ss gc o. Peeso Za T V Z v1 �Bo,ro or c�grro6z s zo� ayers�s S ION REQUIRED 3s H N 3 aga vE . FOR SANiTts�tY SYSTEM $Y HEAL a'f = ART i"IT o Y h /V/B"2B'Zo�w 3G9G/' ,deco Pcutp _ r �t GGT 1 0 SUFF�I. �O I9FsPR + T k3 FOS D`�►�ED OF 1 .� < � qj, LEW 9` DATEJAN ' /010 F03� ' ��"J ( ar SIL 94=P3. .�E�'/Yl/1d 369'o9s�'it� a r44, 369 a .'r/CiRCE. •/'''='Gpp�' �3�Qp'ZpyyLGO.O j ���5 &'`L•F'.r�+t'"e�'� Op NEW YGP �sr>�zC zo•'ry/o7.95 ' 1 ,cie• � 7?�'✓EGuD Q�'OK/'bY.�w'[/ ��'S�•��•�/�19P'f�4¢T6 T//oGS " CvvG /�tfwa .P.9iGaa90 PLEASE NOTE_ ✓E •�� /.eE /CH�JEG L'GEK/ Sanitary system IS not t0 be9rr�i�dceaWdL,-4A/ y Lo r z�..vat�vao,Yr�ro✓Oae JssJ��•9rer �ccy placed under driveway area. ' •BivY//aN6•QO, ! .QNTiS/OfVY Yf/•LErt/flNGi7 i4/3K/• OA+Y6•✓yf/d.�,ey/9/9� �f�Nd',;a%tf'YEYY�2 " 4 O.O•$e7K�l�B �T.srato�rV Y. f�7GE•/✓rip. //3P7/ 9�i000-SL-o/- - k A o 39, J ` F1v '� � /3✓. � V� - /�/�� �.g/T�~lam ✓�0�.�7� 0 Y' �. N /1(SS�JG�CF'P6-►ylYAl�4. . � � � �'•; i �Z © WEJ'G.:yt/•r7. YJVOERY��\� , Q Q� �N), w �- 3 � � N✓B�2e'Zo��f/ .36?.�/' wtG� �1.L�-Li�vE•r>EO.mss/ .SGT �7�✓.y�-�//E?La.£Ecr�- ee�aoeoc. SU FCLK COUNTY DEPART&I NT OF HEaTH SERVICES APP-ROVALOFCON-S TttiCT-�'Dwo.T17SSFOR ASIi°+ia:VL "r-;AjgiLy i �DIAN .:UC 2 f 1994�*s. zes:No:�1 ��` S '^ $`'s a a� M LEVY. snosal anal v+z:ar su -i A I paly faei.:tics: thio oea I r siavr beer o� i/; s;: :z" -"or ceri aed by tris~Icy^ r a,ui`:er!:,-=,c: Lad found to Z �� 9 nc sci:s_: ,o y FOR t itf; �,,u�.,�g OF rtDR'X-%4S. �C Q Q i a Stuhen A.CoIsta6 P.E.,Chief � Office of Vater and Wastewater Majagement /G9t69 (/E'j�/�ff�/7 S69�o9SGO'iS/ FOp NEWSOP /� �J.33�Q7�7D"YC/to0'C r'z_.S/7'Zo'zo�W/e7.95 / !A'J>eY�r¢SF�.oI�N�Y.e-G•�ic T?A✓EGE9��Ost�'o✓'r'cf'�'c✓ /+"vim 5EE�GE•G'/YJ9PFq.�T6 T/�oG6 _'=- 7zt+uEGEa ,ye �M/LG O.9TN� sue✓ec �-oe, /.� /CN.�EL�'•G,Es!/ ✓� - cam, LGWG /4GANp f i .�i9itea.9P � Gort»/. 5oa��/a�.v.✓�u.�i�oc r�iyey�/y, y, -- La7-Z��.Voe'fv.BO/Y/Xo�JFcti¢�•9,ao �•9T.e/ce.L��ccy Ltuserpv>��eoTo/�.vie���.sf.�✓/.9�cGiE•�f�6tc�'.s.�r.�x�Ccz� B�t - lJNr/t/or/Y rY LErs/i9NGc�Wsri• DArB•✓.t�.✓uv,�✓/9 i9yty lopy/ayc Po Lgy/t/v�ZtFyEYb¢ nuc /4/y�B fidae�vrrar.vga[e✓ PQe✓��D�'i/gyp /6��itcP�>.f/6ao>.xxo a ./ y/ C VIA e-42 t/T) i 709- .39 V P•eopos 6 `� Er! � 'V �D � 1 I.' SIJ' a `G'8�20'edf/ ✓908.�7 0 �1' k � ' a PROP v1 d 1.74 € v N "P 8�29'Zoel 369.6/ � 1 f 000 LAiVa a0,c 1 t s New 1 Off` s�l1o7.95 / T/ZA✓ELEO Q�OKIA✓.Y.��'/�/ ���SEE FG/Yj.O MAoFqC T6 Tl•�oGS/I > 7X✓>�O-Z-S.{ /9d �M/GL OinT/Y'" � �✓E F'O . L ✓iP,..� /G%7'iq�L G.��s�V S LGW�i /4L5NO I .2F�r�ea 90 !oc Ozxnoy 5cw' v Al, s! ' f tart/�.vae✓�v.Bors�rgioa✓.�ap 9,y.N�,P�reicr,L�s� /�NT•5/OevS, W LEK/.9NGYJr%s.�i• ®•vTs•,./isar/ug.�✓/9/� .8,gr,5ohC,Qv, l�.,io.�i.PyF�-ve //,?7/ •a/-4" 4 { ✓.gcs�.ti�T� ,ti �i�c 2�` Zo�E ' X09- �9` • .ti w6LL_ e -�-/ 1'vE7IAND.�Y�.U.piS'•C�J/ � �7�•�yE,V�.CaeErxE �ssc��. � 77� Al 11 jr py r LA#VO� vat y . LEW, L Q /G�d9 I a36g6 ��y/�iq.0 69�09'�a'K/ SOF NEW Y OP'b !�--L----✓/7'Z:o'20 x/07.95 ; �GYJT�RSFik�.v7�i .C�o.To��r, y/c�1�P.oS %�'�— Ti2.7✓EGc::�.PaszOKl�r,[��r��/ ��' g���Gr-.o�J.9.o.��.e T6�r�,/a�6 _- _—_---- �-/ sue✓Ervoe- �L/�/•e��/�l'/Cf//�EL�L,EK/-------- LavG �4L�✓O --�- �i9/L�'D/if�-- ----- - ------- _— - ----- -- ---- —---- l.�c�'.L�/.._� �s�aty.�UFFoc.r_�_'�civr�.!V•_Y___—__._._ _ ', � LoT Z�,�/..vae�veoiYrSv�,✓,��-�i9�s9�5�.gre�cC�,E��c�y__� _ __.. 8 pO ,QyT�/o�v y� �tl• L F��.s�t✓U�,�r:�,�-i' .�,q7'.�.✓.�,v�,�,e�✓i9 i9h� �rHa�v/✓ }! c�v�,onaw[�,do✓i�'i9yB 11q7/ I . All fgotings shall bear :upon undisturbed evil having an assumed bearing capacity. of 4, 000 P.B.F." Hearing cap°acity' of soil to be veritisd ' by ,'.. the contractor prior to placement o€ €dotinge - ------- tions rigr, to the beginning �(of conatruct#ons and to c. report anydiand' a l ' alscrepan 'tes to . the g . Fvur,<-rn:.rl✓r F \vA4 t-, �r.3 - '. Architect immediately. . 2a x It r'! F �oYItvX - �!a �1; \ 5T,.g' k -.�' . nrv�t ' va F u-ri, c� ✓\v' -..� t� - I I ) -I 3 FINt J .I�G Q'Ln_C> fCr"1:4t� I , _ All construction will comply with all state and local codes. , latest _ .. t ; . � . . 7 . - ,_ ... . . ,, . . .. . -.. , .. .. . •. � ,,. .. x _;r, . � :•, - t^' 2 .; editions . YYr __ • • .. '•'•a'•. ___ -.� —f_— —�Yr�'T '- t _ �Q... 4. ' Allticoncreta ednstructign ehal l. conforat. to . thQ '. American Concrete - I t ----- t� -- - - — � - 'rJ'�I ` Ynstitute' e " BUILAINO COD .REQUXREMENT5 'V9R R$ENFORCED . C6NCRETE' i1 1 ✓✓ AOS 118., latest editior4:. �9 1 - - r✓rn to ;:?.'1 y .: f\Aw•�AN n-ru '-�>/zAv.!:�c.-..:,-x. r' , - OerFuf•'r2t4F'=-r r y.�-_:.:p..� •� '.-. . . LGCellnLl.Q!-,Atl:,fr^'...F`'rI'c,1,O'trt�=S1.[ti1�J±.v..:Yt7-:lt�v...�.J.r,:( !. f 1 `I T i.":,t=.;('.'�`.\<t/,,"< 1.±%, . E $ . All mapon;Y work shall og+ €orq with NA119NAL CQNCRETS MAONRy 2ABSOCIAT>ON STANDARDlatesteditidn.lGY . - F�I ? ! t_�i:a: loFi-:• 6 . The ultimate compressive strength of concrete at j$ -"$ays Will be:, r ears,. ry_J:c "'", _ / 4FQunda<} k toeoatinga 'Floore & Slaby 2 '500 l III yyf /n r.a. ./n:ry �., L1 t I � \I N kc I ""-• 7 . All concrete slabs will have expan@ion or control' joints as, required \Jr`flF /ntlltl/ \ --.__`' lh.'I h '{Y':! N r . bCF ¢?�. t lV hi �.-a,� `•'. h• ;3`ti I! f G. SIC - FI-r.i`1t � - � Q w/ Yor �r r-:u'+ , wn., t,., ♦ &..�' It ± r„h � i f„d.G Nor. _ t ��:<Ir ,..�r, -rrr �? :r Lrrr�, • f•'l Jt`I ` -' - - - �� -- I o 1f 0 1 1 �- ul Q I ° ?: - - - N _ I L _ _ 1 L _ � /f L---f l_ J 1,._ [_ _I t L : ..1 i 1 I 1 1 t � °"� . � -?' f ' `� �,"-1 _�� '" Lf '.I. -- � Z _ {. . $• 1 y� G f! � � G fl 7� 11 �"r '7 � � ,�' � G 10)f 1 , L � � �E' I c r•.PE i I•'t C \ LA lQ m � 4 IIJ Gr� r7V G w:lY.`. k .' ^Fyh_t E�4,•-�'. Ya7" FrQl,f _ - - _ P! Lt4'f:l.S t'ff 7!w': r-t K'fUTl f-,'`e ..... ..'' - Lr'G•,'�\�llt IG ...F`U! P:;Y' Ea F.>-t._t:tel- t 4 .t�':.'Pr`C - f„CJCr!".'x'th 1rr/;•,4.}r,{�� Gzvv T d . .A . - . .f: c'2 A/ r6 y'•. u / e i _ i:.l.'-1 �- T 1 >el'.;�r-A"F�t � ?� t� 4 I I/ �!�)) T'•lY Vit' !>j I -.- !t7 Y//�4 ti.-.a (Z) - it�l I' �,It .. . > ' .. �r_. E (DO Jl r _ �S'-c•\/ //1/S pJI,l F'/.� G'14.l s.:.;r• t/ - -,D VF♦ �t C �N/O\II 1c:.,6L_.� -..�-_ I ' L. I 7 i 1 tom_ c �I�IF�. L_r�li�c-rl ✓ r-�t�.?. �.. �.c---,__-. .. !' r__ _.E_,.. .._,_. ._.......... ..2'�.I'�4..� :-t_ ... .hf, ,._. . . ,.. _ ._,._.__ ._ "._._ 3.4. �_I___,. _ A _ . — YUk'- -il'E C l+�f_^v A AV {' , I D.?: .9D� /'\ // 1 �`'-.1 �. t f 'r ' �/ \ � -”- I �i / '� f,._.-_.� - t 01 c t4�r 't3 s�-,1 L Vis— : � T --___— ___-- . 0 A �:• _"—_ mJj, l KA.V �'�. � Y�F rlq�i, r Lln± , _»` .-.,o-F1 ' l..[� �� _ .� . .�� L G> C>n�:•e.� Yr�,-l-�t'IGA.L._ / � �J G P-lw-r 1 F {_ -\ _� .,� .',TI l,u t'�LfLT � �• _ GX11 _L/ .�. _.- \, ..� , `•h/sj�e,'' L_ W I r-A rd© ♦! FY Jh'cT ,,r .i I YI✓r`t^r Inf r� J I- s { \lU�rV \lf h:t 4 F": 4-, .� L�-Y /n t✓. _ _ - - . : e "._ \�Iltl - _ � x F/_{. . yi� ..� C. Y r L�^ :s-J' -± G. _ �VA ' E �,.-- -�yS c X.i o •, \y 'V y_l� \`["_x Y -, r`_I ',,,- !-.\ t I_r- _ a e _ __�ir , f::,-, > \r :�Z' i ^ „ - �.G,d-l_F G � � T;�_•_�. - T. . _ - . q 1Y u`. t /rc ,j�. + � \(t.. ,�;�.�1�,�i(`� �`C;:G l L ; J _ i-•. zr- G! tc,t,. t:,t_ r _. __. _._ .-_ _ Y \7I,1,�'t� �rr\\`/.,.' -r t4- - . . 4F�h:.o t - l±.L.T , �v`^-.,,•, I i. /\_^' "F t--.� - k'� .� / �!_ r 1 ✓ 1--• �/�"�\. 4!.... _ ... w `'--. --moi- +.....-.. ; Wil, ,. � t.,., ,. < ".;'\ ala.•, ,.�:t',4y.. a - / � Ar.IGIEOCG-E:=b f'J Ga?rl� '�� J �� r I%u ' !df .✓ %a "r nn '. ' 1 < t J�-� '�i\� ,C GARRETT A, STRANG7hr�l t� it « �� t ��v ` ,. J r eoe,IrI N 'Fyr�? kC/!'�-T'.-'=- € FaFi IT (PF{' /nll:';t P'��-:ti • - architect � �1 1230 Traveler Street Southold N.Y. 11971 SCALE ogee:: �t 2 Y -y,ar - .. i='E^-rte.-/h.1"T` l %J 516 - 765 - 5455 DRAWN 91 , G _ "A" -HALF 56'-O" 11'-0" 2'-0" 4'-11" 14'-1" 12'-9 1/2" 8'-8 1/2" CERTIFICATION LABELS 2'-8" 3'-4" 5'-O" PHILIPS VINYL PATIO DOOR VCW135 CAPITOL A I i I � F i28-STEEL 3224 PHILIPS TWIN MULLION I W3032 W213 VCO2 W2432 (4)SHELVES ® ® ; BA TH 2 e2� L B27 ---- BEDROOM 2 6 11 DINING ROOM F=__ __ 20 ' ' B36 2 WASHEF I DRYER) I 10 , - II BF3 00 UTILITY KITCHEN i i I j 3" WALL J COUNTERTOP HEIGHT I I 60 28x42 SNACK BAR W/ 26 I MIRROR 10" OVERHANG L0 V36 26 WF3 28x42 BF3 "2 MIRROR 04 26 I I -m � a I ATTIC I BATH > 1 CCESSI I 16'-9 1/4" B24 j B30 B24 7W3018 BBC42 o 0-9 (4) LAYERS 3/8" (3) PLY PULL6' o L---' 24/0 PLYWOOD 237/8' DEEP W2432 W3032 W2432 W2432 WCL24 26 0 I in N 6 CHASE `n 2 CENTER GIRDER BASEMENT LOAD IS 1300 PLF MAX. CENTER TO CENTER SPACING OF BASEMENT SUPPORTS AT CENTER GIRDER IS 6'-11' TO THE BEST OF MY KNOWLEDGE, I OPEN SPANS ALONG THE MATING WALL GREATER THAN 6 26 M BELIEF AND PROFESSIONAL JUDGEMENT, 48" REQUIRE SUPPORTS IN BASEMENT ON BOTH 2 THIS SPECIFIC MODEL HAS BEEN PREPARED I ENDS AND AN ADDITIONAL SUPPORT BETWEEN FROM A PREVIOUSLY APPROVED SYSTEMS 6 1 IF SPAN EXCEEDS 10'-10" MANUAL DEPARTMENT OF STATE APPROVAL NO. 2 M0705-96-016 AND MEETS ENERGY PORTION I b NOTES: PART 5 OF THE N.Y.S. ENERGY CODE. d EXPIRATION DATE 1/13/99 I ------- N 1. R-19 WALL INSULATION BUILDER: THE BUILDER I 2. R-30 CEILING INSULATION , BUILDING SITE: SOUTHOLD, NY. I 3. ADVISE ELEC. PANEL LOCATION °�P` "'° I � jo PSF show) TRUSSES 24' o.c.) 6 4. ADVISE TV & PHONE LOCATIO � ® 2 � . ADVISE DOOR CHIME LOCATIO M 6. ADVISE WATER HEATER & FU LOCATION 9 BEDROOM 3 i LIVING ROOM i W.I.C. 26 BEDROOM > o� F 0 ® ® 20 3224 PHILIPS TWIN MULLION 3224 PHILIPS TWIN MULLION 3224 PHILIPS TWIN MULLION 30-STEEL i i TO 13'-0" 2'-0" 18'-11 1/2" 4'-0 -1/2" 15'-6" Atl 2 1998 FAcTo%„Bui�ALF N FRONT REV. DESCRIPTION BY DATE CREST HOMES SCHA DIVISION OCORP. NEORIAL ® ®� / TITLE: DIMENSIONED FLOOR PLAN A REVISED PER CUSTOMER'S REQUESTED 8-12-98 SEES 8-17-98 (� B NAME: SMB 5626 CUSTOM RANCH C DATE: 03/06/98 SCALE: 1/4"=l'-O” DWG N0: E80213 1 OF 4 REV. A FORM\MPAPER THE BUILDER, WESTHAMPTON, NY (CLEW) e 56'-0" r————————————————————————————————————————————————————————————————————————————————————————————————————————————————1 1 I r-----------------------------------------------------------------------------------------------------------� I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 'b I I I I I ro I I I I I I I I I I I I I I I I I I I I j 5'-9" 5'-7" 5'-7" 9'-2" 6'-11" 7'- I I I I I I I I r---- I I I I I I I I I I I I I I I I I ---�- bEE - - - -- — 1 -A - I I I I I I I I I I I I I I I I I N I L---J L---J L---J L---J ---J L---J L---J I I I I i TO THE BEST OF MY KNOWLEDGE. 1 I I BELIEF AND PROFESSIONAL JUDGEMENT, �a I THIS SPECIFIC MODEL HAS BEEN PREPARED I I FROM A PREVIOUSLY APPROVED SYSTEMS I I MANUAL DEPARTMENT OF STATE APPROVAL NO. M0705-96-016 AND MEETS ENERGY PORTION I I PART 5 OF THE N.Y.S. ENERGY CODE. I EXPIRATION DATE 1/13/99 BUILDER: THE BUILDER I I I BUILDING SITE: SOUTHOLD. NY. I (40 PSF SNOW) I I M TRUSSES 24' O.C.) I I I I I I L------------—----- ——————————————————————————————————————————————————————————————————————————————————— .__, I I L ------------- ---------------------------------------------------------------------------------------- -O `4 c � PR AL LIMITED TO REV. DESCRIPTION BY DATE CREST DOMES A DIVISION OF SERIAL � Q O� 7 � TITLE: FOUNDATION AUG, 9 0 199b A REVISED PER CUSTOMER'S REQUESTED 8-12-98 SEES 8-17-98 SCHULT HOMES CORP. N0: (� FAGTORY BUILT PON B NAME: SMB 5626 CUSTOM RANCH C DATE: 03/06/98 SCALE: 1/4"--l'-O" DWG N0: E80213 LREV. A FORM\MPAPER THE BUILDER, WESTHAMPTON, NY (CLEW) ---MOUS _ ---- =--==---- r • WIDTHS OF UNITS MAY VARY BY AS MUCH f( Q As W. FOR28EXAMPLE A 28' WIDE UNIT FT�D. WALL C 6218 PILASTER (TV.) OF NEW), ��v��Q�pO�V MAY BE 27 OR 28'. As REgUIRED PER NOTE 3 THE ENGINEER WAS ASSUMED 2000 PSF MINIMIUM SOIL �� C.mYF c9 ----- - - -- - - I BEARING. SOME SOILS HAVE HIGH EXPANSION CHARAC- �� �� aS ����aO n TERISTiCS OR HAVE LOW SUPPORT CAPABlUT1E5. .r �'f�\�)J' ---- THEREFORE THE CERTIFING ENGINEER SHALL BE FURNISHED ► .y 1 ((v=y I------ WITH A SOIL REPORT BY A LOCAL CERTIRED SOILS ENG. CON. BLOCK I I SHOWING THAT SOIL BEARING MEETS THE MINIMIUM RED'S. C-1 � z !� o 5Fo `o I I IMPORTANT FNo. WALL I �-- 7 �� CO 1.gE PILE 17 RYT>EMmoTs I - 1 - I S N I I CHART (FORSPANS PACE-30) i r I COLUMN LOADS (11) BASEMENT WALL LOADS ( 2) FO o r �r Z SEE TL7K TtnaT eDul ka Iy� U o U o �44 B I L_J I RANC24 H W DRAISED 00 LBS. RANCH WIDR. 840 PLP. SS�OCV�\• a I I I 26 WIO� 10,320 LBS. 26 WIDE 910 PLF. 0 0 m m J 28 WIDE_ 10.670 LOS. 26 WIDE 970 PLF. 3 3Zr — �� 8 0 o l l L LJLJ B LJ N N I, vvi f: I i 4' DIA. STEEL I o y I I COLUMN A A I I o1 03 I I I I n N I Lo -L—CRAWL SPACE VENTS 112' ANCHOR BOLTS 6' O.C. 1 j I I (OR BASEMENT WINDOWS) AND 1' FROM CORNERS I I FOUNDATION DIMENSIONS DO NOT ------ - C 1 f ————— PORCH D ETA I L INCLUDE BRICK LEDGE UNLESS I L_J SEE 'PORCH NOTED. (SEE NOTE 6) FOOTINGS SIZED PER LOCAL- J_ - oETAIL� BELOW CODE AND SOIL CONDITIONS CENTER m I I m ON EXIT DOOR SEE INDIVIDUAL FLOOR PLAN I I o Z FOR OVERALL LENTCH I I W FOUNDATION PLAN L_ J a_ NO SCALE yA� CL PLAN VI EW cn J Q DOUBLE PERIMETER FLOOR BEAM Exp DOOR o JOISTS JOIST HANGERS UATM MALL — 2x6 SILL PLAT> _...:.•. Q GRADE ,1167 WNGD6 a '. Q EE COMPRESSED 8 CONC. BLOCKS NOTE 15 JOISTS o ? FILL SEE DETAIL G' J0I51S m :_.. ' CONC. FOOTING ON PAGE 22. x-16- 8' CONCRETE BLOCK SECTION AA MOISTURE BARRIER FOUNDATION WALL STANDARD SIH PER LOCAL CODE COLUMN 12 COURSES (RAISED RANCH) PIPE LATEBY�MNNG DErAIL SUPPLIER - ' CONC. SIA INSTALL PER LOCAL BUILDING CODE FOUNDATION DRAINAGE 4' CONC. FLOOR ~' NOTE 7 PER LOCAL CODE y �E 8" CONC. BLOCKx CORP. �; . . 4 �LENE Y' 1 J4 RODS OF(0) 8' CONC. FOOTI4 RODS CONT.(A/R i_.,.: REV DESCRIPTION DATE BY _. NEIN' YORK SY51E7�1S N A SECTION A—A SECTION B—B SECTION BB 96296-18 N.Y. SYSTEMS PG.-18 A L r � FLOOR� FOUNDA T90M 0116�E DFERUIEIFR � 11i-am � SECT#ON T f141IGF1� DSR&a1 THE ENGINEER FIRS ASSUMED 2000 PSF MINIMIUM SOIL 1p•A��W PWE BEARING. SOME SOILS HAVE HIGH EXPANSION CHARAC- TERISTICS OR HAVE LOW SUPPORT CAPABILITIES THEREFORE THE CERTTFINC ENGINEER SHALL BE FURNISHED l� sow HfA7C 6rf6 COF�t:VE °' WITH A SOIL REPORT BY A LOCAL CEYMFIED SOILS ENc. 1.Z ROLE T7 FCR RIOS 3OM M77E 15 MIX a= aD7 PERS � NOTE 15 SHOWING THAT SOIL BEARING MEETS THE MINIMIUM REQ'S• svor N _- _ - AS Baal raTa - - TEAa1�(AA]CONT CM A&V S.o�aDmRM �:'r- P LOC WD£ IM /1 15MH wNam IF ow AWA OF NIUE141=CONTM CRAWL SPACE OPTION L'E 511 EE r OR 710 SW SECTION C-C UAW wA1t AaarI =Wk I fWr Wt RM W 9V OF 5[L AND 6 W0I lKX QT aXIM WL OF T10 Ax3I;«1 97115 N W SIL PSS D01181E PFR6fE7FR 9IE iK 1/Y zw 51000 w an UIL 1/Y N LK 7x6 Sgt.PUIE Root? FflINI RS SStL SPLA7E MID�SIM KL aSEDW .WA Y N CIA N PUGF Cp4t Wti;15'N 1/2-A1VQ,OH SOT LMr IKS W N CLS M SIXES WS I/C NXX f 8'WL 10 ME R"MOLRS EKY E0.OF E[[kFi1,PTiO):Qt E71f A40 [FQMTVN TE 15 b15Is SFE DEa C' NOTE 15 J Pw m Q4 PAGE 22. CouYE1Tm x7 s t ZT T FF7105 HIM ZP T 5u FLCE70film flu _ .0515 M ST AAT CONCOE P.LOCIC Bar g "L 4•DK SM BOTTOM STEEL COLUMN NVE 15 W PIR LD(ii( CODE 1I caass CoLm PLATE BY COLUMN SUPPLIER - U MOUNTING :DE7AIL VARIES - Q INSTALL PER LOCAL 11 - 4•CONI- Fm BUILDING CODE cf) R ATIUY DRUME 0- PEI?LOCAL CODE YAPA4&4I6dFR (4 14 HODS Wn(A/V 7YP. ANCHOR BOLT SETTING DETAIL J FULL BASEMENT OPTION o 0 IZ PE16iff7IR 11 `-iNTRG ACL jom of NQ by yc FIl1Xi 11EAY a6 SILL PUIE ���E�G.Wf YFRS ,9� w SU PU1E AND M WAIL p I e J 4• r —1/2•ANGM BMT �NOIE 15 SEE DETAIL T' NOTE 15 <� ,pE51s ON PAGE 22 050- �. 4'0K On � 5'UK 10 9UX F'���f E S 51 cam m 6• lE( DCK BOTTOM STEEL COLUMN PER ANSI \-j •gq� PLATE BY COLUMN SUPPLIER - A41.2-19ED I PER(OCA CODE INSTALLPER LOCAL DETAIL ES - 12 COARSES BUILDING CODE. 1 4"� FiDOH PER LOX CODE S c T-TULT II09ES CORP. ull 4• 0 14 1=M(0) REV DESCRIPTION DATEMEW FULL BASEMENT OPTION SECTION C-C96296-20 N.Y. L r 12 12 n field'or'by amet am CONSTRUCTION 4(MIN) Ktfm Ing to dealer and/or kAi,,. OF N E - CONfW0005 RIDGE VENT(SITE INSTAlB) 7/16'ORIENTED STRAND BCUiRD 12 2 Al for bamemeat stair arm am provided '0' 0 G•MYFRS �����OS OR SGIx VENTS --� 2x4 mid sssta6ed by Omer n 8ro feb c, ,.��r� 5/12 PITCH WED RAFTERS (24'O.C.STD.) �7 (� (OPHONAL CAi1fFDRAI sit" 3 W&tingles we Today ixfnbed escept at ridge mrd � LLAT CEILING STANC4tRD)• 16'O.C. gunge paid,Thich a foday famished and 12 fidd imbibi 1 LAYER 151 ROOF �9C N wd*om mskr ih n ra gaty card mmsi UTTDERUYIf[7iT SPRAYED VAPOR 6hRPoER BOX _ S Spec£ic b=cm amuse from fine mmhcbm m MTJCS 24'ICE OAH �TAUID OETM A 6.Any hoh opa+a%or access I-vii-for r moc6on a pp^` TAB R-8O3.4� ( qirvmt may be =da in the �` BI OWtI {NSllLATION / lbDut dfa-5nq' cbeg*of the struc5ae fd4 7 dxe S S 1X6 SUB FAGA 7.�P*Um�balm of Tame t giffie,'rate 1's7 r. scala W da6oa(a equal)otx9 floor fun and andealls of ------------------------- - DETAIN- B ---------- ------ / VENTILATED SOfTTT one half 0*to both MCI and pcmide a R&* DOUB[f 20 TOP R9E 1/z'DfL s/8'SHEETTtOGt / DOUBLE 1X6 13 SPF TOP PUTS ri kmll a sluff be kdlai Q°"d d Om* 22XX3 SGTUDSS READERS PER MIEDUlf(PG.15) �opai,gs am t ctrrq he B tb*wma dm(fr"bolmam aen4 (16'OaJSS L) m( (LaK) 7/16'ORIENTED STRAND MWSHtaTHINC 9_I==ad vcbv hmb!r An are to be fazstpp&d nrarg f4 (SEsstp d floor and Ina y' -� ra 2x6 STUD GM f3 SPF STUDS(16'/24'D.C.) 10 targe dsr spinaspma along the acfi,q m f;m an ad}nt61e m ' 1/2'GYPSUM (ALL WAL15) 2X6 13 SPF SL mr a per at=% exh eni See Floor$m for oiff"d aham 5\8'STUR04-HDOR OECIM m*—h �' 1 -: - ` NR IfIfELTR1TlON BARRIER -QPixXW_ R(Ab. 11.tarn d 9m+ah std be it asv�slz sih i?A 211-1492 } 6�1 L ` . F�0TOP(SEE NOTE 7) a �' `_ 12 F shall be iatfled i,aas>rdmra mb bet YA°OR BARRIL32 TfIIEItf IDOSE FifilNG 51092G 6 APPL)m 1�s �'9 SOLID WOOD GRID= / 1X5 STUD CRADE .manafa ass i3rufnn&m,d NEPA 111-1492 (STAGGERED) RDOR J= 1x6 13 SPF BOTTOM PATE 13. Deigned for a 9mod mm bod of 40 PSF. - UNIT 'IEr IM IR1[T 'IA* DOUBLE PER8fE1ER JOIST AT SIDEWAIL 14. indxs an mitrs•(m'u�)cm. of 213 r3 a&hd gmir �� ; �i / 2x6 TREATED 5111 PIKE a Tap ad befhm acrd of loves id be of 2A(3 SPF mird 1/2 MCHOR BOLTS(6'-0'D.C. SITE 1NSiAL1ID � AND t-0'FROM CORE M) SEE DETAIL' w i6. Refer to pg-57 for imkUon reRaraner� N ME IFSTAI EFD ON PAGE 22 17.Se_c bidon mmunl for pm-enginncre!prarhased tnas < VD _ 1 x 7'BOLTs/NUtS/WASHER5 1.ROOF slfrNcx>s To BE CLASS V. REFER TD PG-17, 18, 19 k 20 (4V D'o� TT�u PRE-oRstID 5/r 2 ALL 1NIE M FINISHES ON WALLS AND CELINGS MUST HAVE A �) RAW SPREAD RAW OF CLASS C OR SETTER WITH A SURFACE FOR FOUNDATION REQUIREMENTS OEM RAE SPREAD RAT=OF LfSS m 20 PER THE NYS CODE 3 SEZ`ixMd 113 o 3.a.)THE NET FREE VO4TWING ARFA M NOT BE LESS THAN 24L26&8 WIDE CROSS SECTION 1/150 OF THE AREA OF THE SPACE VENTILATED.STATIC MEMS MUST BE FLOOR Ps�7int1ID i0 RECEIVE RE12U0iED VENilU110TL JOIST-TMP. �p b.)THE AREA MAY BE 1/300 OF THE AREA OF M SPACE JOfSi HANGER -TTP. YIXTiLATED PROVIDED 5OX OF THE Rtigm YEIdIfl m AREA 6 (L t 2Xloxlo' 8[DC1cOF N + PWADED BY VWUTORS LOCATED IN THE UPPER PORTION OF THE 4-5\16 x 2 1\2 LAG AT EACH COLUMN t:� ��a' Q SPACE TO BE VENTUATED a LEAST 3 FEET ABOVE FAVE OR CORNICE BOLTS THRU COLUMN 5 VENTS WITH THE NANCE OF TIE REQUIRED YE7{DUTiON PROVIDED BY ANR INTO D AND 1/4'T= MR G EAVE OR PLATE(SLE DETAILnccI -� _- •' - `- fir - E 4'STA41WtD STEFI w O 0 a r (SEE NOTE 10) 2 Q O r c� o .W C 0 SHINGLES ,p {- u o r 1 LAYER- 15{uNOEInAYtrFxr D ETAI L C �" �' k, ` 1/16"DOM STIRAND DO 1/ 5/8� f—l d z � 0 � t C) ' + E, ^' 2 INSULATION STOP 2 x s z z s F �� o APPROVAL MITED TO CD COMPRESSION SiR ! KIN DRIP EDGE LAG BOLTS -TYP. I' IN FROM Ek SIDE - AUG 2 G Mh, 1xs Sv8-Fr�cvn � \ 1/2'OR 5/B' - cmrpsUM2x3 TO 6'ALUM FAM ( ) co / 1/2'VETTED SOfTTi 1/2'GfPSIIM 1/2' GYPSIAI PLATER COLUMN ON / FACTORY BUILT PO UL T � 01111r S CO�P� 1 2'GYPSUM1 TRAM 1/4'SiIDAT}% DOUSE P PLATE PUTS- TMP. `J1� LAP SIDING MATING WAIT O O � REV DESCRIPTION DATEOSYSTEMS DOUBLE 2x6 TOP PLATE DETAIL A DETAiL B iLATE PLAY A .-22 L ' r � Minimum Load Calculations Maximum Load Calculations NOTE RDCR J06i5 L�� 11 U ll��Q 1.) WIRES RAN THRU BORED HOLES REQUIRE L�L. L 5000 sq. ft. x 3 va = 15,000 w 5000 sq. ft. x 3 w = 15,000 w STET•1 PLATE MIN. 1/16' THICK A STEEL PLATE OR BUSHING 1/16' THICK, 2 sm. appl. x 1500 = 3,000 w 2 sm. appl. x 1500* = 3,000 w MUST ADEQUATELY COVER NOTCH UNLESS THERE IS NOT LESS THAN AN PARI SECu Mv Box � 1 laundry x 1500 = 1.500 w 1 laundry x 1500 = 1,500 w TO PROTECT WIRE 1 1/4' OF MATERIAL FROM ELKS OF u Total 19,500 w garbage disposal = 732 w WOOD MEMBER TO WiRE O F dishwasher = 1032 w 2) WIRES PASSING THRU THE FLOOR SHALL First 10 kw 0 100% = 10,000 w clothes dryer = 5,760 w BE ENCLOSED W RIGID METAL CONDUIT, INTERMEDIATE Remaining 9,500 @ 40% METAL CONDUIT 3,BD0 w cook top = 7,200 w ELECTRICAL METALLIC TUBING, 14' 13,800 w microwave = 1,596 w SCHEDULE 80 PVC RIGiD NONMETALLIC CONDUIT, CM ��` � �• 13,800 w / 240 v = 57.5 amps wall oven = 7,104 w WIRE PROTECTION DETAIL OR OTHER METAL PIPING EXTENDING AT LEAST m tU ? water heater = 4,488 w 6'ABOVE THE FLOOR �O , C` Circuits Reyuired total (fisted) = 47,412 w O ( ) (0 R�a TOP °f E sslo P til q General Lighting = B First 10 kw 0 100% = 10,000 w 24' MIN. ELECTRICAL BOX LISTED FOR Small Appliance = 2 Remaining 37,412 0 40% = 14,965 w USE IN RATED WALL ASSEMBLY. Laundry = 1 11 Total subtotal (calculated) = 24,965 w 9C ya electric furnace + FOR BASEMENT MODELS PANEL BOX IS FMMED Min. Main = 125a 2-pole circuli UNDER FLOOR BETWEEN R.00R JOISTS FOR SHIPMENT. P 17,760* 0 65X = 11,544 w Min. Service wire size = 1/0 awg Min. Ground wire size = 16 awg total (calculated) = 36,509 w FOR CRAWL SPACE MODELS PANEL BOX IS INSTALLED AT PLANT { FIRE-$AFiNG MATERIAL NAX QTY. OF ONE ETEC. INSIDE THE HABITABLE SPACE (SIL INDIVIDUAL A.MR PLAN). ROUNcr-i o TO FORM SEAL AD BOX PER SND SPACE. 6 _S 36,509w / 240v = 15212 a _ - l OPENING. PANEL BOX Min. Main = 200 a, 2-pole circuit MAX. EIEC. BOX SIZE = 16 SO. IN. EACH. Min. Service wire size = 2/0 awg MAX. TOTAL AREA OF ELEC. BOXES PER WALL 100 SQ. IN. stuoorc Min. Ground wire size = 11 awg �� z4` O.C. ELECTRICAL BOX IN FIRE ur> Q i BOX. Sf{P a LOOSE 2 WEED LISTED RATED ASSEMBLY DETAIL_ In 17_I z BOX INSTALLED PER MANUFACTURERS INSTALLATION c = + INSTRUCTIONS LK LN� �- (`J 1.- 2x6 SUPPORT (2) 16D NAILS WX oscortt>:r(trio A6F) �tt11t� -� '- � [� BINK ta>�Ur 14-2 COPPER Q - _ -- w/Dam 5 rr C, DRYWALL 7x2 BiDCK tet ' cimtlrD a_ •�- 1an>zu us w EXTERIOR LIGHT INSTALLATIONN - �� ¢ COLING FIXTURE MOUNTING DETAIL `p'( >- < b - 0 THE N1ll=mule WR SUE DSiN1FD tfPL� NOTES. �\C �2sT � ~ � `f _ ? ' PPNC SlSiDt SHA T BE SIA{i BE DWI ON SIT- 1. Receptacles or other electrical . , � °G � � O � BotaEn on SITE m Tri ) P �y ; s O - - sutL+tr�mi>a xi located In fire rated assembries must - NElliR4L 6 MNDm IN PN1EL 2 I OMW" 1f4U ATE AW � �1JaR and approved for that Use i2?+ FATICWflb i © ; Carbor mspc d 9.1/120r 14/2 w/C 154 _ cJ 5 !; 1Ti+h.mrrer t4/z w/c t54 2) If whirlpools or jacum is installed in u a*a ladw a/i/2av 121'2 w/C 2a4 t�19f 1 laic(tut) a GFCI protection must be provided. t �]� 24/240r 10/3 w/c 3M4 ' j � 1 1a z a 111/c 4114 EON% 3.) interconnection of wiring between modules APPROV LIMITED TO o - k P 10/20 1 3 C 264 is done by either amp connectors or junction I I VW 17124ov 200 AMP SERVICE PANEL ) Receptacle mounting he�hts: AUG 0 1998 I �,� A. floor - 12' u � �c 564 P/ ; FACTORY BUILT C1111 UL r�1 HOMES- CORP-. B. hall erto B' u S 1 x�t1e�r ta2/240v 10/3 w/c 244 P - P ttertr;c r�„= 12ta1 �2/2�, � 5.) Switches shall be mounted 36' to 48' Bedric FWT= iSO MMA 1 23/241, to r 364 PME BOX 24W, 1PK 3 rirr, 200 amp minimum. above floor in a consistent manner. Grant 2 44 2zz40r 4-W 964 WR@GType NVA 90 deg. rrorimum vd purd ar Type RE1r DESCRIPTION DATE 4&7/.240( for"� gteQ��' 40 °mp6.) Listed and Labeled receptacles are to be MUS i�ar �2 2271eP r/C 440A MA �� _ 1�k15/2 �` installed per Nanufoctzes Installation Instructions. 96296-56 -56 t_ r 1 1/2" VENT 3' VENC TYP. LABELED BASEMENT VENT ; — u-3 N rr:�a � CAPPED OR PWcGE�1 I 't 1 1/2- VENT FOR BASEMENT MODELS. tt;t L U M AIR CHAMB ER L 1/2-VE 4T (NOTE 18) `- ECT ON AIR GAP SHALL HIGH CONFORM O 3/8 POTE �N1/2" SUPPLYL It ONES N.Y.S. BLDG CODE PAGE 68)Eal 9022H SUPPLY SUPPLY t t �--- t Typ' 2" ` ��i 2' DRAIN t ;P-TRAP PANEL 1 t t t I I N� 1 1/2' DRAIN 1 1/2 DRAINDBL LAVS ARE t TRAP SHIPPED LOOSE Y3" DRAIN ON INDIVIDUAL t FOR FIELD CONNECTION TRAPS AND VENTS 1/2' SUPPLY LINES TUB—SHOWER (GARDEN/HOT TUB/TUB-SHOWER) WATER CLOSET WASHER 1 1/2' �QF F_'E&icy 1 1/2" VENT--i! P-TRAP A�@�(`� fvTYFRu^ 9� ! 0 i' COUNTER BATH VANITY fa _ I' OPT. GARBAGE �� , FROM �; I, DISHWASHER 2" t DISPOSAL �,�R o 060 - CHAMBER i! BRANCH TAIL PIECEAIR /ESSifl�' W t u i 3 (NOTE 18) SUPPL ;t 1 1/2' P-TROP QT 3 t I LL- P-TRAP (2' W/ DISHWASHER) KITCHEN SINK < ' t! , �t� FIXi11RES AND EDUs ENE IN Coo_ I /JQ 1EL WITH DISHWASHER A 125 PLNNCE WITH NYS coo£404 a ,uo. C I( ` `,%� AND GARBAGE DISPOSAL L NEI'YMSTANDARS OS ARE USTED 1N TA0.N 125 !L 3. SEE: PAGE 68 FOR PLUMSM NIITES 1 Z DRAIN 1/2"0 SUPPLYJ 1 PLUW 2" DRAIN W 2141Y�: �' MATERIALS STANDARDS TO DISHWASHER ( / DISHWASHER) i P1tt481NG FD[TUR 1.DISHWASHER SHALL. NOT FLOW Q INTO GARBAGE DISPOSAL_ I ENAWELED CAST-4RON Pw4aNc fUTURES ANSI A112.19.14-1447 i t KITCHEN SINK 2.DISHWASHER DRAIN SHAI..L RISE AND PLASTIC EKTti1,e Umrrs MSI Z124.1-1467 WITH ADOE NDA FASTEN AS HIGH AS UNDERSIDE OF 2724 tA-flo AN Zt2 8-4t LY PLASM SHOWUZ-REX PTDRS COUNTER. AND SHOWER SUM-LSANSI Z72 _ EDaU��� Q FDR oEx1�L ( 2EA 3) VMtEOus CHINA PLUWSM FTXTURFS ."Rt-1 'L2 -s F- `O- . 3- VENT THRU ROOF s TCC MON-FERROUS, ZETA[ PIPE AND-fsrrrx:r � .M W F-- Q - r SE444JESS COPPER WATER TUBE. TYPE K a L � � d (( o ROOF LINE t J IL c- \L Z �\ 50(1)ER METAL C`t -0, w � " o C13cICOUAR \X(NOTE 122) \ ES ST80 Am of SECOND STORY FLOOR ��� L4t t oao j � 0 AL �� � AMU Q LINES INSTALLED � 410 PRO AL LIMITD N TO j � t FIRST FLOOR CE]UNG \ SOLVENT CflENf FOR ACRYIDWRfIE-8U7ADEINE- ASTLI D2235-66 I O 3' MAIN STACK STYRENE (ABS) PLASM RPE AND FITTINGS t� i! BRANCH ; va�ETtaNFrltre ur �7 L 0 t 1996 1 1/2- OTHERS WATER ONES } `-DWV PIPE AI` STANDARDS U�y ANS Al 1'-06TORY Bp9wm ROOF V ENT � > �T TAPER 1001-40 PWMBINC CONNECTIONS MADE PLUMBINC FIXTURE: SETTS!!O COMPOUND FS TT-P-1736A• JULY 4 1477THRU SurflULT . CORP. LOCA MECHANICAL . ACCESS vACAM aREwits Wn-swHoN• PRE_TSURE TrPE ANSIfASSE I62D-64 REV DESCRIPTIDN DATE BY'MSYSTEMSPG. LOCATED ON PIANS. 1 ST TO 2ND STORY PLUMBING FOR SHIPPING PURPOSES THE ROOF OR SECTION WATER HAWVER ARRESTORS ANSI A1,7 75 161--84 OF THE ROOF IS LOWERED AT PLANT. ROOF VENTINGCONNECTIONS (TYPICAL} NEEDS TO BE COMPLETED ON SITE AFTER ROOF IS SET. L ^ r WATER -INLSIriI�L�U�ii � - _ ,.P(L4—!Guam ort S E W"LL all ML LOCAL COIM 30. DETAILS 2 ALL P�0 OM FS T flDtY,s11mm�D JHROL ,FZ"aw, �))� �.tE)i P>'E M1�tL i;�1S ����1`JOr1 3¢0lp fIDOR SUPPLY ll� EFS$T1i41( 1 1 < LE76Flt .. LY ro YFS}Mt'L'�Il.aN>iE ARFApµ.- Jl. pqV 4MI1 ftt7n(EDGE of /�(��(' 3/4' HOT WATER ___ �E nuLr Tf>.<oaiJaaa, �L�vV tJ 4®� VACUUM BREAKER TFLPERAIURFJ fT 70 1H10TF3:7ID OR CAPYm A!O LA 3m N 71Ml6P0Rt-EN PIPE 3tNL1 8E WtIIiNL QfYS OO L YMiiU�II�p,�{S J0 $SPP£ VACUUM RELIEF VALVE VPRE MT RELEF < RASsr,O 1MTQt CS06II8 ANp toICFE7t SAtIIS ARE pS87FaBf7ED 'm _"�MCTs COLICS'ED pay Lp� REQUIRED WHEN TANK R'1ST1C f ARE FQaeTrID Poe let J,-ta(tnO T} >L ewTER FEAit7t �No m rr�� SE ON ARLO OR x FLLSrIc PFE r AM EARCFJt srLUL SE 1 S AU16-VF7RS ARE P ((���� SECOND FTOOR 9-AL tiUMM ANO VENT LNM N 143LE 40. OU1LES ARE ARS OWV PE Lt�h1f� � �ir,FO,SMALLER HoRan 3/<' COLD WATER OVERFLOW PIPE M ULES ARE SnXam 7HRO ViALL BE A40 lL 6Q7lILtBS N4 UrHFLOOR mLAJ'ft°D@s � iF tDNc Law ISOLATION VALVE ARE TO BeIEE IISIED FrnLpa AM APPROVED AGOC". stat] /7AaF1lm� IL HOR®MAL C0I'PER 7uL7rNo.r AND C M �LOOM FROM FD7UFW ouTL.ET 7o TRAP WM 2g..IN BE 'P'oRLID SOERY,a FEET YW�qµu RE JdETER FUNNULµyn.{� 7iANO SfNt m VERY a FEET w)mRER� �C 9E tTEr VFxLED oo ,tiy OF.A SUER •�-OF ANDO sLBP0R,En Ar is ON FiRST 0 � �<TM_THE LOAD OFF Of 7FE LKSE OF lt5ER. 8$AITai�0gD{7"IDF� NO A FIRST FLOOM J 1. S tD FLOOR. AIR GAP ,a POCH pN VOW oONE ON DfORaENT OF SPACE ppW 71.C RLBeTeA BFJET17f{ r*o taE 6 p7p/NE Ptpxr 7PM �FSLID PER krs lip BEFORE YEx'LLL Vf 74E LOCAL BE� tttEZv ESR NOTESPERTAatatc ro 13Y olelt7C OR 1N FIID' �CONCEsmn�i 7�OR N PER N r3. Fri -BASEMENT IJ raTDETtr I�tarEEr rlpnt sEia1AD AAI; � RUOR:>�IT a�wy aE�+WOW HAS ZWL BE�Of � W APPLE7] N FEL.O A7 PflE7A4a7M FDR eE0T:7t NCq OY 0ITlE7e TRILL <Q 71tE �F7Yt��- � 7FETalTAgLeSIAp1 $LED sCODE Mi I & LOCAL of SFMLL BE FMI m - \ ----- -- - ----�.- OVEI2F10W PIPE L Np w tat i[om a(r9� Att st+orErt F ��roLnsFoePa Nc�AL1SCD_aWL BE PRam 7T�v A AlElls 11FE7E LOSSgE aw.t.aE�L'our of uEEVED N t'S IDGQ1Or1 OF THE TYITFR OWNER t. D M=FLUE AM WATER <t.UW3 ;wls f ARE BY OatER PER LOCAL UrLny pVrEli a7 Ft1[LLA1E If+LS HOT t /� AiR CAP itx%7 F-E A i'Lit �•: to av s IM To ! HOT WATER TANK PAN (METAL PAN Id.AM aM�ov ARE krpL,ED; <z off s�PLY LwN ` N T�FnR FUEL BURNINGWATER) b�)Alskysa _ \` • TWO SDTDRY PLANT FOR e�AT BATH tOffirwmRr u+LW To SW Rml OMM ASHEX N t �'�a toa'Ms-fie-0� rim 1998 p c o FLOOR a ImrJA ms+r pwA LARE N avtrLopf L��lp ouRMf NOTCHM LTrd�ruat.uF3eEx sva,rx.T m HOLE Q U�. 7 T$ 0 3K7L£LEVER AYXST BEINQ SMLL BE U}T N A SAFE �L V - CRAWL SPA .F i-t/Y PAN DRAIN ETxFAL FOR C AsoW ROOK IL'4,U LbPPER 'f IN THE 3T;a1CnUM1 � `A4,URWjCE 17.ALL R WRl0JtED OR CODE. J _ (PROVIDE UV PLANT FOR lW0 STORY) /r u 7wE 1 Tti£ y� PPE WHEN*CnXIM tEAgN AREA R F %e- IN s /J<'h�LMIQED Dial L+fr stN(L TI orE � ,R L7,P rL�w.t'E$KALL PAPE aK,ETF HF..r. CALWJCM LA p i}w Q•Fy'L}0f1'Si1�E�M WADE WTH Age' °M"TO A00YE R]oF.' Nr„ L.N.4.V sLX7c F CT(}RY BUILT POR �,,) 1 o` •MER HEATE7C 1:4f)1 1<AiFR THE SWE SF71LE AS IiVER ta,ILTD SHALL DUALLY 1�471TID. !c� OR gL'p0 FT.00R A PAN SFLA[1JL�BE spry t MS E}IEa.Y CpFSE SFIALL MEET WSCODEio2t t 1N1 FREE FOR 11PPLr=,` NO FLUX S,,L Be 9V.6R Le" � f S�fm_ALL LE P__ v •• -• --: _.� C ]• COfICfi�LED ea.LloeQ R a _ rQ Dwm StMIL F4'E 8F10II FIRST pLOOR(DNV� TFIS adt 7ai73a t NAIi71ML f COOS S=lQNS 787731 WAUQ PLAC-1E]LT. OR • `� `` c� PRnvnm N PLANT FOR sEL`olo FLOOR UFfiBI. rr� OaXuopc S0�f 1A�O �a ILL N p T U s E r_ <Lti�E ap,F nARD**UL'OOL A For TUs35 SALL U ,• _...� c .-�j� m SHALL BEtuvs LrLy OKW ELtM_L PPEt CLkBEL•rE7)ro A 2a ROSE ReF3S VEEON FAc7aR,'*TTtt A I'YEMf S stMt1 BE Rt3- T ��• C �- 0- tLAaIRp FRFE Pctetr. DautArscE aDHLEL7LY A vatetE AR OSP TOrop{ B£N0pFy1LY Z OR OLFLOOR LLRAeI OIL OTHER wwmoo�H : SHALL HO VF A VAC sRlEAXER FLOOR,THEN L7p�pEO! anlaa�aElA }moi- Ci Q) •1 �OR��tFATE78 w Lx OFF s�rrq r�Tml wtiw R! vvsE iaw7�Ol�i THE SHALL ti 7E]t FRnsr�EE AM ARE RFSPofa°CLpULr pP sFMLL BE �n+E3 r�4pUL`Q p�j FIRST WAY EE + ` (Z) -, � FTvtT U{RO�FFJTO 9W1 pf'M to T}E WATEX THE TEMFV*jLqE 4a-JOWM F D=t WTt A—=SPACE Z L N7r aE� P£mroA LM AIR cAP N TLE AI ARS%W TPRMSUTHj E Ka W�1 z1."AND/OR goME7t LA4M ANO CLOTHES PROW AT FL OFM MALLS F�f�T sFW1 aF WDE JlgR � �SECOND 11.00R. (J c_ .`` -) C E �S�� �ALOM TLiiu Lnr-Lr Nn CODE 902M. VZE MSE POSIT.THE Rat Liw s+ALL.LEFT a o IN l`O t�M tWJE.CONCEALED RATER L�ivo Ast �-�srLc PPE SF{µy L,pr pip F RoTAWm C C5 � - s;aILL tE FtnoR IMtER FExtEx OwosED FWURE UNES ARE 30.FOR FURttER molts _ 1^ i _ Pta7YT0m N PLJINT 22 All.V0O3 ANO OI}#Tt P0--11 A o2 7WRU�aie. SKS t N0TT3 g p Q _ - E� i ;=� - i' _ j fIASFED ANO SpYFD MM 7Ff ROOF Ln N57RLLT4*6 -- 21 OaY AND ROOF � _ ) ri LEZ71ANG11.CH ON WOE AT f0CAT[71QFL03RS OF WRt® _ �•� I`` - _ _j i [� DECKING 1@WL C atAm TISUL Bee RIM FLOW PLA`Nr�COY FOR ALxUX ARFI18 SE a'aDa1.ED 0II"1QTE Ap7FTt �F7tUY PLANT ro - •-] -r= •'� _ BEEN MADE ALL C%#4=TJON3 FLOE FUZE STOPPING COLD WATER COMPOUND TO FDMJRES HOT WATER DE f.*AV IZX r WJU R 1D SHOWERS�w OF 2s aft AT EaAPPEO TIRtt amFT a- i Q r GYPSUM iO �� �P�rx i� x m ALS 30-ts15-m,4) J r _ cW _ SExratt NE - 01 ALL I Ct ` FLOOR LLJ SYSTEM LrruT7 RUGiB ANpA+co LA A"r AREAS��E FLEW krLALI G.Fn Y R C/� F- �[ t c' 3 zi srralE7a AND Tues rrtiH SF+pypt tt7los ARE of " < - S C..^�GTRlX.'TXlN AND PROHOE A Fe+vmtwzs i L:� AemasFxr twtL ro HDair"OE A SMoaTK AF10 FAN- - T1E FLOOR. Fur Lf3A T7tAtl a Fc'Er ALT04E • ` •�' U) �,! _MAIM r r g* •L �ti 1 - •.J � O E e6Wj"WILL coat swy wErorfsabzl�st OF 7w Nn LEDGERS a WHEN L%eXA'E" ` a A D ECKING AWEa- p�� OR WiA L BE PWMD+nt mF OA��� ��°��=%��N/•� ��Dz G�cL�:�. �o�ir i i i�.�'.-L �c`,"""�c<�_^` i"c;mi fut tQrcraxSETS WALL L UF700R SYSTEM was STOPPING MPOUND GYPSUM Gy d. \\�` I ez Yj/✓ i-� SPACE LES TOM MEW SO LinCORPRAWL SPACE MODEL ULT ML'S CO FLOOR FiRE STOPPING AROUND DRAIN AREA nFTan REV DESCRIPTION ) a DATE PWIIB(NG DETAILS FOR SHOWERS & TUBS Nrs NA 57291 11111i A. N.Y. SYSTEMS (PG„-fifill �o$oFFot,��o i Town Hall, 53095 Main Road p • Fax (516) 765-1823 P. O. Box 1179 y �� Telephone(516) 765-1802 Southold, New York 11971 ��j .IL �►a DO NOT PROCEED WITH OFFICE OF THE BUILDING INSPECTOR FRAMING UNTIL SURVEY TOWN OF SOUTHOLD OF FOUNDATION LOCATION cma" HAS BEEN APPROVED AP NOTED OCCUMO OR DATE: B.P. USE IS UNLAWFUL NOTIFY BUILDING o DE AT WITHOUT CERTIFICATE 765-1802 8 AM 10 4 4 FOR THE OF OCCUppMyFOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED PROVIDE OPENINGS EORFOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING EMERGENCY ESCAPE AS 3. INSULATION REQUIRED BY PART. 714 OF 4. FINAL - CONSTRUCTION MUST 44"SWE I&IILDING CODE. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS KOVIDE SMOKE-DETECTING ALARM DEVICES AS TO PART.721.1 *.Y.S BUILDING CODE. PLUMBING ALL PLUMme MIMB'1'B &wdmt Umm� �nMs cvw�rN �+ IN 1 if copal tubing b used OWItAKAMh for waft distributing --- piping shall be of types K or L only A #ANeroltlwftk AM~ 11� 13 WTTVUgt . SIJMMK,y �xdq► �► N.x i i !. 1 d� a oa D _ 56'-0" - "A" -HALF � 2'-0" 4'-11" 16'-4" 10'-6 1/2' 8'-8 1/2" CERTIFICATION LABELS 2'_8" 3'-4" 50- PHILIPS VINYL PATIO DOOR VCW135 CAPITOL 3224 PHILIPS TWIN MULLION 28-STEEL W2432 VC42 W2432 (4)SHELVES ---� ---, ® ® ; 0 BATH 2 1 B27 I L I 627 I --- ---- BEDROOM 2 26 1 DINING ROOM L B36 20 IVVASHE I I DRYER I 10 L---�L---J I 1 200 UTILITY CENTER 1 a� MAX. CENTER TO CENTERTLOAD IS 1300 PLF SPACING OF BASEMENT KITCHEN N I- TO THE BEST OF MY KNOWLEDGE. � � I R BELIEF AND PROFESSIONAL JUDGEMENT, a0 28x42 SUPPORTS AT CENTER GIRDER IS 6'-11" THIS SPECIFIC MODEL HAS BEEN PREPARED 6 1 MIRROR OPEN SPANS ALONG THE MATING WALL GREATER THAN M FROM A PREVIOUSLY APPROVED SYSTEMS 2 48" REQUIRE SUPPORTS IN BASEMENT ON BOTH 3" WALL MANUAL DEPARTMENT OF STATE APPROVAL NO. ENDS AND AN ADDITIONAL SUPPORT BETWEEN U) N M0705-96-016 AND MEETS ENERGY PORTION O IF SPAN EXCEEDS 10'-10" 1 PART 5 OF THE N.Y.S. ENERGY CODE. M --- pe) V36 N EXPIRATION DATE 1/13/99 3 _ BUILDER: THE BUILDER 6 BUILDING SITE: SOUTHOLD, NY. 2 cD WF3 28x42 d (40 PSF SNOW) M I I� M TRUSSES 24' O.C.) r-- m 6F3 BF3 N MIRROR N 26 I I °° 3 BATH > i ATTIC I - - =eto 1 CCESSI I I I B24 ® ® BBC42 O PULL6" a I I M 18'-0" i ' � O L--J 26 1 1 2x18 MICROLAM EACH SIDE I W2432 W2432 W3018 W2432 WCL24 26 0 ---- --- - - _.. - - - - - -- - - - - N ta 11 C14 26 00 b 1 -- - - N if 26 P) WALL TO BE CONSTRUCTED 26 -3,-0-I/2" ON SITE BY BUILDER - -� - o NOTES: a _ 38" HIGH WALL -- - ---- I 1. R-19 WALL INSULATION DOWN W/ SNOOD CAP PROVIDE OPENINGS FOR 2. R-30 CEILING INSULATION p 6 - -�-- EMERGENCY ESCAPE AS 3. ADVISE ELEC. PANEL LOCATION 1 2 --�P - -- --- P) REQUIRED BY PART. 714 OF 4. ADVISE Tv & PHONE LOCATIONS `— - 5. ADVISE DOOR CHIME LOCATION N.Y. STATE BUIL CODE. j 6. I BEDROOM 3 r 26 LIVING ROOM A'.I.C. 26 1 BEDROOM 1 � A w LIU 3224 ®LIPS TWIN MULLION 3224 PHILIPS TWIN MULLION 3224 PHILIPS TWIN MULLION 0_ 3 STEEL O 10'-7 1 2" 2'-O" 6'-4 1/2- 14'-5" 4'-0 1 2" 15'-6" -HALF FRONT REV. DESCRIPTION BY DATE CREST HOMES A DIVISION OF SERIAL E8 02 > 3 TITLE: DIMENSIONED FLOOR PLAN A SCHULT HOMES CORP. N0: B NAME: SMB DISC NO: - 5626 CUSTOM RANCH C DATE: 03/06/98 SCALE: 1/4"=1'-0" DIRECTORY: QUOTE DWG NO: E80213 1 OF 4 REV. FORM\MPAPER THE BUILDER, WESTHAMPTON, NY (GLEW) r 00 o 00 o 00 o 00 o 00 o co 'd- o 00 � o 00 't o 0 o 00 't o 00 't o 00 »A" _HALF I 1 1 1 I 1 I 1 1 1 1 1 I 1 0 00 't b 00 O �D d_ n N O Cn 00 c0 Ln � N O 00 f'_ LO � n N O m �() cD Ln N O co r- c0 N O I I 1 i Ln Ln Ln to Ln 't t �t � rq n rq n I'7 N N N N N N N N m 00 CD T) N O i ERTI CATION UBELS / 3W GFI GFIdoll ° BATH 2IBEDROOM 2 i DINING ROOM i L !WAS L DRYER_j \ TTY KITCHEN �� ------ 1 II 114 3 / 1 11 / / / I 4/3 / GFI —� 3W _.� �� 6" BELOW TOP i l � I � 1 GFI � A DC AC�D1CI�CATTjc I �� ��� ��� 1- BATH I �\ LJt CESSj --- — G' /y ® O® — O \I FOR BASEMENT 18'-0" / GFI � i ---� 1 1/2x18 MICROLAM EACH SIDE 3 GFI GFI ® GFI GFI ti A r CENTER GIRDER BASEMENT LOAD IS 1300 PLF �4¢roG ac OG A DC _ —- MAX. CENTER TO CENTER SPACING OF BASEMENT '� EXTERIOR GFI RECEPTACLES W� �\ SUPPORTS AT CENTER GIRDER IS 6'-11" TO BE LOCATED 24" 1YAXIMUM TO THE BEST OF MY KNOWLEDGE, I OPEN SPANS ALONG THE MATING WALL GREATER THAN BELIEF AND PROFESSIONAL JUDGEMENT, 48" REQUIRE SUPPORTS IN BASEMENT ON BOTH FROM FRONT & REAR DOOR THIS SPECIFIC MODEL HAS BEEN PREPARED �� ENDS AND AN ADDITIONAL SUPPORT BETWEEN (UNLESS DOOR IS ON SIDE OF HOUSE) FROM A PREVIOUSLY APPROVED SYSTEMS _ \_ _ SIF SPAN EXCEEDS 10'-10" --� MANUAL DEPARTMENT OF STATE APPROVAL,0.. - - M0705-96-016 AND MEETS ENERGY PORT I __ _ _ _ \ . NOTES: PART 5 OF THE N.Y S. ENERGY CODE. - - --- EXPIRATION DATE 1/13/ss / __ _ 1. R-19 WALL INSULATION BUILDER: THE BUILDER / DOWN I \ 2. R-30 CEILING INSULATION BUILDING SITE: SOUTHOLD, NY. / ————— \ 3. ADVISE ELEC. PANEL LOCATION 40 PSF SNOW) / UP I \ \4. ADVISE TV & PHON�_LOSATLQNS TRUSSES 24" D.C.) i TO �\ ADVISE DOOR CHS LOCATIOr� BASEMENT / I 6. BEIZRbOM 3 0 �IVING ROOM W.I.C. o I / Lu i I I i I i W. I. GFIAT ON OF HOETS JUNPON v o 00 o co aOXocIVOT P: FIECE o v xi v o oc c z b O 2x c> z; o _ -�+ 1 BUILDER TO INSTALL_I FUTURE �—HALF :0 ' � c� o 0- 00 �0 Ln a -GFI JREC�TAC� - ;v s cc �C r, (D a' 0 C-, a) CD L) n Ln Ln Ln v v `FRONT N N REV. DESCRIPTION BY DATEURNS 1 HOMEI S SCHULT DIVISION OMES C ORP. NO IAL E Q 02 1 TITLE: ELECTRICAL PLAN A V B NAME: BLC DISC NO: — 5626 CUSTOM RANCH C DATE: 03/06/98 SCALE: 1/4"=1'-0" DIRECTORY: QUOTE DWG NO: E80213 2 OF 4 REV. FORM\MPAPER THE BUILDER, WESTHAMPTON, NY (GLEW) MODEL ---- ===-====-- ==-=-======-===- ==- ------===- -- ----== SECTION _ ■utnu = ■nun■ — '.� un oonn■■ _ ■ootnn m■ ■n■ � —_ noonn nun■■ _ 'i 1 =I s■■■■■11;_1 nmol n n'— I I = 111931 _'oo931111'-'1111 nn l_ 11 1,,,, ,,,, 11 =1,,,,,,,, - , s■■■s■t■ _ ■■■■■■■■ ■■■■ - ■■■■■■■■ _ ■■t■■tt■ =111939311 — ■nun■ — I I ,= 11nmon _ nu11oo 1=- 1 I _Int■ 1111= i I 1 _ 1193■n■ _ 939311931Fin _ - �111- •1 1 1 • '1 1 1 ' 1 - 1, .rr 71 •.rr , , ,' �i -1„i,,,,,l=liiiiiiiil=_ 1,,,,1 =1,,,, ,,,,1-21 ilii iiii l= _ 1,,,,1=1,,,,1 In„■oi,l=liiiiiiiil-=s `': liiiil =liiiiiiiil=liiiiiiiil=_- _=_liiiil=liiiil= i■■t■■t■1=t■■a■■■r ': � cm .r •.rr a r ••n 7 •.,r 0 - . ------------ ---- ------- -- - _ .... I 1 IM— r -�■■t■ 1■■■■ _ _ ■■tono:■■1=1 ■■■■ mons I soon 1 I I =1 939393■■ --------- ■n■ 1 I =� I °IIII II'111 ■■t■1 1 s■■■1= 1 I I 1■at■■■t■1 I I -SII-JII IN� 111�_� •- ---�-�_- ' � 1 —1 ia IS ,,,l 1 s■■■ _ — sot■1=— cl1■■n■t■t■■■■■1= =l ■/ta - - II ■t■ o"t 11 ■t■t■■t■ ■■■■ • = monsoons I __ III' F 11�-rm II '/ 1 Oki1 • 1 . >> 1.• as r. , >> ' �I ------------ ,,,,i,,,1= .. •_--�^--1 ii„1 1:15111 mi .. ,i,, =1 =1 l_` =1 ii,,,ii,1=1 i,,,,,,,l ,i,,,l-1 n,i„i 1-__ 11 ___1 i,,,l I,,,i 1-_ 11 =_1 i,,,i,,,1=I i,,,,,,,l—1„ 11 =1 i,,,,,,,1=1,,,i - s! r � • WOTHS OF UNITS MAY VARY BY AS MUCH AS 1 Y. FOR EPUPLE A 28' WIDE UNIT E H E w FOUNDATION MAY BE 27 OR 28'. FTID. WALL C 8z1B QUIRET3R (R N )'C AS REQUIRED PER NOTE 3 THE ENGINEER HAS ASSUMED 2000 PSF MINIMIUM SOIL '� G.Wi YF '9 ————— — — ——— —————--� BEARING. SOME SOILS HAVE HIGH EXPANSION CHARAC- '�P E� RS k�� ll ��O • TERM= OR HAVE LOW SUPPORT CAPABOITIES. I T-'————— — — — — — ————— I THEREFORE THE CERTFING ENGINEER SHALL. BE FURNISHED • WITH SOIL _ Q I • vl I I 8' N. BLOCK I I SHOWING THATOIL BEARING MEETSRS THEREQS. z >a IMPORTANT o gF o I I SEE "FLOOR BEAM' FNo. WALL I L— �� Co L SE NYE 17 RIR R81XaM ;r O o- iv I I CHART (FOR SPANS PAGE-30) I COLUMN LDADs ( 1) BASEMENT WALL LOADS (i{2) `rF N ` 5~ �� i SFE MIX RTI ROOK SMno�6TUW Ld I ILI RANCH k RAISED RANCH RANCH & RAISED RANCH p06B i 24 MADE. 8000 LBS. 24 WIDE 840 PLF. of E SS113N w m.. I 26 um: 10,320 LBS. 26 WM 910 PLF 28 WIOE: 10.670 LBS. 28 MADE 970 PLF. Sk -go I I LJ LJ LJ N8 � n 8 IE I I It 4' DIA. STEEL COLUMN A I I A-1 C3 M ` o Ina I I I I w ^3 a I CRAWL. SPACE VENTS 1/2' ANCHOR BOLTS 6' O.C. I I (OR BASEMENT WINDOWS) AND 1' FROM CORNERS I I FOUNDATION DIMENSIONS oo NOT —————— — C f—— ——"— PORCH D ETAI L INCLUDE BRICK LEDGE UNLESS I L_ SEE "PORCH NOTED. (SEF NOTE 6) FOOTINGS SIZED PER LDC& L—:F—L DETAIL- BELOW CODE AND SOIL CONDITIONSNS CENTER ON EXIT DOOR M • - SM OMH OVL7RAL1_ LENTG LAN FOR I I o W ��- FOUNDATION PLAN I `�L NO SCALE t----- WOCL PLAN VIEWcn f J DOUBLE P&WETfR FLOOR BEAM _ pr DOOR o JOfSTS JOIST HANGERS Of U47M Mi C 2x6 SILL PLATE - _ GRADEIr A NAMGERs o Q NOTE 15 JOISTS �, COMPRESSED U) CONC. BLOCKS U o � SEE DETAIL 'C' J06TS m ;- FILL CONC. FOOTING ON PAGE 22. 8' CONCRETE BLOCK SECTION AA MOISTURE BARRIER FOUNDARON WALL SlAMW sla PER LOCAL COOS 12 CaUIM (RAISED RANCH) PEE Com BOTTOM OLUMNUAL v SUPPLIER - tCONC* CONC. LAB INSTALL PER LOCAL. BUILDING COOS FOUNDATION DRAINAGE 4' CONC. FLOOR :. . :. - :. .: . .:. .: NOTE 7 PER LOCAL CODE 4 pp�y �E 8' CONC. BLOCKS VA BARRffR S""ULT HOMES Wivre JA 6�AIPIUIR #4 �Mz1 8' CONC FOOTING _�._ - Rlv L>�cal�I,oN DATEMOORS BY R #4 MNui 16 "M7W SECTION A—A SECTION B—B SECTION BB 96296-18 A L 1=B6W Wm W FOUNDATION S EC UO (��j PERS 1Xi0X18•BLOCtC J06T fHNCfJS OYER filpl PE71 �SIL mTHE ENdNEIIt HAS ASSUMED 2000 PSF MINIMIUM SOIL �f (f�f BEARING. SOME SOLS HAVE MH EXPANSION CHARAC- f/r ANCO Boa SEFUSTICS OR HAVE LOW SUPPORT cApABILrnM 50tD THEREFORE THE CEftiFM ENGINEER SHALL BE FURNISHED 00 ! 3 6r163= 0VE l WfLH A SOIL REPORT BY A LDCN_ CER7FjED SOLS ENG. L SEE?a n FCR RMX MM N71E 15 1A1Y1 SPl13S N6iE 15 J SHOWING THAT SOIL BEARING MEEfS THE MINIMUM REa•S • 1A71DN HOOLS /4 RMS CHL = - 1Don�s sten PER tarx ::�_:; 1at1A7N WAW1 crmss Iar>zaar xray aoaL s>L�■T1s AS SCH W(A,/R� CMAND S0[GOO= ',t•r:r= PER M CODELW MK 1115xQL OF RE AM AU OF s ~ 4 RZ°QhT CRAWL SPACE OPT10N MW Lt G�s L1 �"� SECTION C-C W= AN3� IODO�E i RIOT VM WW LTD CF KL SLE AIV 6 FOOL VM OIL iW K OF 110 AFLTLit MHE PER61t7ER sola N EM SEE WE A675 GRH BW 6 SM lit VtZUWSMXWONUE WX-ML SIL Vim BOX& h6 2L Pw BIAFT HiD PtOOR 1GU1:HtS SIL PLUS AFYI OIL flom171:OR r N oar N FACE cmm3e 15•u 11-t ANCflCXt BOLI WT YaC1er N CM IM PAZ MS V/MOM 1�L 1D GRN1E n WW W LE OF•LLtitF1A,M OR ME MIO NOTE 15 ,p1513 5EE cm 'C' AM 15 ON PX 72. OOUYIFRQIC K16&aff f m al f a OFSIL PIKEAAmRD I .LAS A STT RAT d'cawr�E eloac foumm/A1L _ 4,DK AM 15 w 1f0611AiE BAR1nER 11 BOTTOM stm COLUMN AM PER LOM CODE CoMal PLATE BY COLUMN SUPPLIER - Q MOUNTiNc DETAIL vARIES - 0- INSTALL INSTALL PER LDCAL Ln /-4'M RDWBULDING CODE Fi1(RdlAliOiV BMW PER Ixt (4/4 Roos L77NffM 7f. ANCHOR BOLT SETt1N6 DETAIL FULL BASLWOff OPTION 0 �--w1HG>rAL ,, PERS of Q EILDR BEAM W SU ME ,�P� c'�1 FRS q'f FW— ` HANtdS SEALER BEREFN 'o Q'V� .r F¢- 9L PUTS AN)FND 101CL • y, I e s1 t/1 ---1/Z"A(1 W 809 m ( Z 15 So SEE om r NDIE 15 r v ON PAGE 27- ry N. ,117613 O e OSO� P� 4.DIL Sim 5 UPL 10 GRADE pj0�f E c51�e1 COLIAO! 8•COWlXiE7E 8(AV OCx PPLATEEBOTrOM YCOLUMMNNWSUPPPLIER — A41 P /1tPER UM CODE MaOUNMNGEREL�ES 1T mgms 1 DISTALL LNG CODE 4•coir-1tn�R PRMGM MMWOVIDE OPENINGS FOR LITUL HOMES EMERGENCY SCCORP• ESCAPE AS REQUIRED BY P - ARt 714 OF REV oESCRIPnoN DATE ' . Har roc SfsiE�S FULL BASEMUff OPTION N.Y. STATE BUILDING COOS. N a SECTION C-C Y pO-20 A 96296-20 L -F- 12 12 1.Al rotes dating m field'or'by oerri am oh6gd'nm 4(111N) S Pig In dada and/or bads OF NEW Y 1/1 CGM1iHW RIDGE VEM(S11E NS 90) 6.MGM MWma12 Z Al maderiolo for knotmed ddr mem am porided �p�E�G A4 YFRS OR SrATC Vf]d15 --` 2X4 and imtoled by aarx 6 UES Edd s/iz I=HMRAFi1RS(24'o.C.SiD.) 1smalS (OP1i0Nfll.Glmix 5801MN 3.Root db*am bda eft at ridge and r- e AN cMW SWM)• 16'O.C. i2 � h factory bri"ant L-c-i iy i 1h 1 LAYER 151 ROOF �gc� IAALRlAYY�iT �VAPOR 11ARR1fR 4 Al saddt on amdI arad mkt to am 9*meld mrd a 1V K6E' ON BOX _ 5.SpeeLas6oit as addle ion ire modatmor a mp t. F TAB R-803 4 (1b7AUID 51E) \ OETAL A 6 of or=emprawian for caa�pI F; or ��°p� Hwq be=do it to PC BLOW 1G6UlADON — mbwA dtec6rg tateg r of the dtuciae�1 dale $S10 / \ 1X6 SUB FACIA 1.&hm Aiiy tie ho hobo of boas b9ft i Lal 1•sil r. seder kabli n(or eqA abng floor fna aid e I I of / ------------------------- - -MP --------- ------ / VDITI Alm Self ax Mf alp.to bath sed and pm%a fmbp. DOUBLE 20 iOP PATE L lasddian shah is AU amid d phmbmg opeaiv Brough YATNG 1fALL 1/2' SH�lRoac 1X6#3 SPF TOP RATE the Boor and«7sg rm b pmiida br 6esbp m olid - — --- : 2X3 SWOS WJOERS PER S2{EDUIE(PG.15) irntr apeigt we In be 6ca6pped do(sidag hobs ore aw4 (16'o C.) 1/16.MOM WUO AaRO SHFAt K 9.Porus dad soft hinder fm am b ba timdapped din mdd INSIAM ) (SEE K-146nsEop at Boor ad cifig tie pc teed codes , 2z6 SM 6RAOE OR 13 SPF STUDS(16'/24.O.C.) J • 1�.Mw(ALL 13 SK SILL 1 ar patad,ad s� ae n�aargp� a4mm �, N ::3 ' r T . 5\8 STIJRD I-RXR DEM _ - FIRESLOP(SFE NOIE 1) AIR BCF WRAIU BABBLER-OPTIONAL(01). it.is OCm d p sols del be p amdau t8�IFPA 211-149L �! t_ c: m IDOSE ETTT8IG SDQLG 6 APPLIED) 1Z Rom del be ieddbd in a sdh Brei(sting VAPOR BMW ' � p' SOLA 1x000 BRIOGNG / 2X6 SRA GRADE alam(acfisat isits>;ar and NFPA 211-1992 . (SLAC ) \ sari J)sT 2X6 13 SPF LIOM PLATE u Osgaed for a gamd ones load d 40 PSF 10 SPF 16 itches an aa6er(m pm�r ) 9 ,, " e UNIT 1 CAdr-W LXk18LE PER61EIER J06T AT SiDMI 14.N Werior sd�and am d 2x3 or dud - !:2161RFJQFD SILL PWE lrsOulID ti Tap ad bim door d kue id he d h4 p SK mobs d(ae� ':, t/z A!!(2LOR 80115((i-0'o �, ;� _ - - c ' � 16.Refer b pg--57 for inuh6aa rcepirm+cds U a '• � E SITE 185 AL1•® ONPAGEPAGE 22. 11.See calada8oa marl for pre cgi+eced p ffdawl tnas a 1.ROOF MOLES M BE CLASS'$: 1 •r r B�]S/Nt1rs jwAstLERSRs d z AL NiFRAR FHM ON 1olLLS AND CFYBiOs MET NAVE A REFER TO PG-17, 18, 19 do 20 5/e'S11JfA-�f1DOR r = = f (4-0'O.C.116fU PRE-ORILIB :-� :_ - RM SPRFAO RATING OF USC OR BETTER WITH A WREACE FOR FOUNDATION REQUiREfdENTS ) �- := ' ` kn RAE SPREAD RATE4G Of USS THAN 200 PER THE N.Ya CODE SWUON 713. _ 3.a.)TUE NET FREE VfATtA M AREA SHALL Nor BE LESS HN 26/28 WIDE CROSS SECTION 1TV �/,y1�5,0,,,�O,�F TIE AREA OF TUE SPACE VE URED.SWC VENIS 101ST BE - ; k -- L1W.IIILU TD RL3UAB:D .an.R^!^^� w1 — JOE ,�y��,OF Orli, b.)111E MIX LW BE 1/300 OF IM AREA OF TFE SPACE P'' vomAlm PRDuo®st>x of 1FE tmDuusED VEMW>r4c ARFA 6 � G�PAr3 L or = `_. r �' 4- 16:2 1 2 LAG Q FACH(OlL1MN '� P s 4-1 �` PROVM BY V91 TORS LDCW IN THE ffER PON OF 1tE \ 2X10X10'BlDl7( , 1 ci SPACE M BE VEIGUM AT LFAST 3 FEET AM EAYE OR CORFO(E BOUTS M cauM11 VENTS Fill TEE WANM OF TLE WARED VENlBAli0F1 PftOlfDM BYAND K=AND KIO E FAME OR CORNICE VENTS 1/4'119CX S1F11 z ccs. fr ( o @ PLATE(SEE Oi7l4Z 4'SWIDARO SiEll. O O �` t:+ > o (SEE FOIE 10) f�. '- L) 2 N a o cio kl 1ClES n J u; o 1 1/r LINMWIT D L I Ai L C 6 �� o —� U Ff1ED SDIAND MW 1/2'OR 5/B' 2X6 2X6 �I< z 1ATION SDP FOUR PRE-ORIL1m j o COYPREMN 3/6'f WlS FOR o AMM DRiP EDGE LAG BOLTS -TYP. _ GYM 1X6 SL1B-FAC1l 1'N HM EA SDE - 11Y OR 5/8' G1PSlhi00 1/2'VENTED SOFFIT 1/2'cmu 1/2'CYMN ( ' 1/2'GYPSUM 'SNAP CJW Pl CUM COLUMN ON \_' / SCHULT HOMES - C /4 ROIJ�lltal 1/4 SffAiEING DOUIiF 2r310P PUQE 4P SIDING MANG N�1L 0 O REv I UESCRipnON DATE BYJ DOUBLE 2x6 TOP PLATE DETAIL A DETAIL B coum PLATE PIAN906-22N.Y. sYs1D�s PG.—� A L FSD ICAtS CIRCIAE SCEIEDUEE(200 AMP /240 UJ SERV CE) I.N ads dddq'a Kdd'or L*W&b-kkq appW IL 1k dr H qd-r&dpW l].so IS44 daa.dad %y a.ar a. *,g A r pwbk*q m b be AN tbbL br■*49 liar MAC mt.] 14h dd be Or a vin ►p] �� d b ita ddr awr kilr, Edwbr •t• bsmnq aeb bb6�n M=bd r ncaad ica+dot EL—�EC T l!ACA L CIRaJf f OESCRIRiiON 8RF�11(ER WIRE SQE z m cora a at.q*•rf std a. In bu�' >h.ra,r be has ib a"taw ma..m.oenvie y.r�.a (� �j �/J E 1 + 2 WATER HEATER 25 10/2 r G w qgm w b a�l it d!�b ad bit t�btb; bV r a ad=mmW r mored N E �L� U ��U V f 3 YfiISHER 20 i 2 r G =bb�br 4w a�d�t d tea. bmwmd b le A b 44*4 �b=W �E w YC ptrq bit n irfaerd t 4 APPLIANCE GA 20 1 2 TIG ML t+� Ndloed e�aea�b� (� C-0 5 APPLIANCE 20 12/2 r G z o,btde r¢b ad rcgec� and coded b P � !L sdn4:1:nr w y a�w K�md ► ,r i 6 UGEIt1NG 15 14 2 r G dd a dh�b tr.bcbrl a i , j 7 15 .14/2 r G bmOaa � to Af aadatoP I 15 14 2 r G t sad.a�6dow dd a dialb ty ab . �.Ekht, main a' •!Ab r t rt mut i. tom. ° d m 1, �tj �Z 9 LIGNiN�IG 15 14 2 r G °�d o°1O't'�' aata�ea.ti.iaeQo�a IL� 1 2 r �%, 10 GH 15 14 r G MA.M-4 tmot i mrt ,r„d IF t w!`ewncemost a ��9*b an to J'�O N � i 1bc410 b aid aabr 4 aadh v* o 11 + 12 30 10 3 r G A„ ■,i m 060 �r . DRYER •1 h f+0 ,o 13 + 14 40 B 3 W G ' �+ bor dw�b`�t`tet b 4�t•ab er W=W.cd qCf E S 510�� t i 15 FURNACE GAS 15 14/2 r L Caa as pddid for d 14 Bechid aa.•oor"ad doe bad. ' 2L A rain dbdr dd a 15 + 15 FURNACE ElEI;iRIC Sii�INSIALLED �5 t tlr nr adr t Oa d•rfa is d dt 17 + 18 AIR CONDf iiONER 30 OR 40 10 r OR ��r adsds i"" ItapN�idicnmde i.CH� 9 MAI da�dod.at ., l AI aa+pbad 7.r1P.11e ahb dd b mood vU arrt a pabaad y g dW k Al eoe.chic aAb mad dd 19 Di5 INWIER ANO OR 20 12/1 r/G �d 4�mmimt0 d wft Ea ed�oed cobm b a GARBAGE DISPOSAL d ana+t Of --- -- - 20 FREEZER 20 12/2 WIG FI acbt Cat ad oi'bad 21 DINING ROOM 20 1 2 r G nomwdL 22 LONG 15 14/2.r G aa3to ! 444 23-24 SPARE DOUBLE POLEI 20 12/3 wG acr4o 0* i k 25+26 WALL WEN 20, A OR t vA . map CIQ45 27+28 COOK TDP 40 8/3 r/G to7 c s r � 29 TNRU TERS 20 (EA) 12/3 r/G(FA) i m A \�� 40 OOIIBIE � A 1fORiIING ROOIA � � I OW BASEBOARD HEATER MWS VIN OPWNAL M C►T�21 7st[ (� CJRC!!(iS 15 OR 15 do 16. ROOMppm _ I Z p BEDROOM NO. 1 NOTE Q a EACH BASEBOARD CREW SHALL NOT IXC® d r _ .� 3840 WATTS ANO/OR 15 LINEAR BASEBOARD FT MP I` z � _ • 8A.160 nrL a - � .� - r � �� mQ r> PAN [RY I = 64.2 tA�N � ,,� V) �- �, r l o L r. ' Ci- pQfd 1 MASHER 3D L Q ` Lon TTT !."SYR m 4 �-• i . n i21 Z �Ci v c v N s7 4 o I -0 c� �i RWWW L MRN CRAML S .r. D _ Lle, C ' QEDROOY NO-3 BmROQWI N0 2 MATER DATER 0 csr � :7 M m CRAML SP D- RANCH RANCH T-RANCH ELECTRICAL PLAN i= 3 A-1 ONE FAMILY 0 WN F- a FI-WR LEVEL ES RECEPTACLARE AT 12'A.F.F.; CABINET LEVEL RECEPTACLES _C c` a ARE AT 42' A.F.F.; WALL. SWITCHES ARE TO BE AT 48'. ( r Q z •-INIM AND OM tWM N B0WW EGR6 I 1 ARE to BE WO OR WO WO 16115 AFE PUIl CIEAIN LIGtIT QbE!22DVIN 5 _ A FOR A-1 otrE edur udls i!mF KIERAR wr LK! sl cwVDIT F96296-52S��ULT f 0111 L S A/ Ol MPrExF O.' RECEPi I +0 SM DEFEMR da DWG, SIZE SCALE REV OESCRIPWN DATEMYS 11'x17' 1/8'=1'-O' GO JUNCTION BOX .. BASEBOARD HUD 3 SERVICE PANEL Wff VENE 54� 22'x34' 1/4'=1'-0' PG.-52 L Minimum Load Calculations Maximum Load Calculations NOTE: RM� ���^ Q Q 1.) WIRES RAN THRU BODED HOLES REQUIRE C )M CCA L 5000 sq. ft. x 3 va = 15,000 x 5000 sq. ft x 3 w - 15,000 r SiEF1. PLATE MIN. 1 16' THICK • I A OR PLATE S NOT LESS 1/16 THICK, ^�^�a O 2 sm. appL x 1500 = 3,000 r 2 sm. appl. z 1500w = 3,000 ■ MUST AOEQUAIEI.Y COVER NOTCH ��TF�RE� �� 1FUW � Box �' `v" ((v„ O� ' 1 laundry x 1500 = 1.500 v 1 laundry x 1500 = 1,500 w TO PROTECT PARE 1 1/4' 14lTERIAI FRQIA IDGE l)F Total 19,500 r garbage disposal = 732 w WOOD MEIM TO WI pf dishwasher = 1032 w 2,) WIRES PASSING THRU THE FLOOR %WL Q'��o c•MyF �q A,. E RS Fust 10 kw 0 100% = 10,000 w clothes dryer = 5,760 w BE ENCLOSED IN RIGID METAL. CONDUIF, INTERMEDIATE l c 'k Remaining 9,500 @ 40% = 3,800 w cook tap = 7,200 w ItETAL CONOIXT, O.ECTRICAL 1ETN11C TUBING, t4' ,r jo 13,800 W microwave = 1,596 w SCEIEDLXF 80 PVC RIGID NONMETALLIC CONDUIT, CCo. 13,800 w / 240 v = 57.5 amps Wap wren = 7,104 w WIRE PROTEC110N DETAIL OR OM METAL PIPING B(TWING AT LFW water heater = 4.4$8 x 6 ABOVE THE FT.DOR. *_� -, S f Circuits Required M (listed) = 47,412 w �p - oso L General Lighting = 8 First 10 lar 0 100% = 10,000 w 24' MIN. 1> �!E SS10N l �l LaundryAPPIm�_ 1 Remaining 37,412 0 40% = 14,965 w Ir USE IN RA� Y subtotal (calculated) = 24,965 w 11 11 Totaf FOR BASE7�E3dT F MODELS PANEL BOX 6 ASTENED electric tum + UNDER FLOOR BETWEEN FLOOR JOISTS FOR SHIPMENT. Min. Main = 125a 2-pole 17,760w 0 65% = 11,544 w Min. Service wire size = 1/0 awg total calculated 36,509 Mat. Ground wire sae = 6 awg (calculated) _ w FOR CRAWL SPACE MODELS PANEL BOX 6 WSTALIED AT PLANT VORE-SAFING LIATERAl VAX QTY. OF ONE EIEC. INSIDE THE HABITABLE SPACE (SEE INDIVIDUAL FLOOR PIAN). ' C: � — 0 ) 36,509w / 240v = 15212 a TO FORM SEAL AROUND BOX PER STUD SPACE OPENING. PANEL BOX i 0 Min. Main = 200 a, 2-pole circuit MAX. RM BOX SIZE= 16 SQ. IN. EACH = == o Iain. Service wire size = 2/0 awg MAX. TOTAL AREA OF ELEC. BOXES PER WALL 100 SQ. IN. snum U `~ Win. Ground wire size = 11 awg Q I • ELECTRICAL BOX IN FIRE K s v 1 24 oc.� LABELED LISTED RATED ASSEMBLY DETAIL MUNDt�a,>ux sty 1D0 a ; — ' t I BOX WSWIED PER = 0 MANIFO11RERS WSWLATION C-) I + ��' , INSTRUCTIONS taE tM WM - :� - 'i t: a PO91NE 2x6 SUPPORT (2) 1 sD NAILS twr oar 2ao L3 Yi BLOCK l I"COPPER mm calm o DRYYlAL1 2x2 BLOCK tmr COVER � ��F OF A,lp� GROIhD G`' n y < d'b � aDaERIOLIGHT INSKWON � Q COLING FIXTURE MOUNTING DETAIL i 2� w Q < b 1tE PrOM WUL WER NOTES � + w EQ- � ea®au SH W� sM BE OXEDME MRO DO WE 1.) Receptacles or any other electrical boxes ® rn APFUM usr tIluptwar KEinRu E G!�UlmFD N PEl located in fin; rated assemblies must be fisted 'o,�, I DESWU IMMOM AQP CRUM tt and approved for that use. F `-' W GXbop MVNd 6.1/12itr 14/2 r/G I5A 2.) If whirlpools or jacuzzi is installed in units,1AWWWW &611 tto9+a rmha �" 1 14/2 K 1� Ff1D jt ,etc LIED} a GFCI protection must be provided. o +_ ,_i C1d1u+ 24/Z40r to/3 r/b �a1 3. interconnection of r between modules [_ 7 Pmar* JG 481 HEMUE interconnectionhmng Q C T P 1 � * t�5111r/G rix is done by either amp connectors or junction am boxes. 200 AMP SERVICE PANEL 4.) Receptacle mounting heights: PIG 5M A floor - 12' upWdW -�- (3; Countabop - 8' up Bad "O�` tVA40V40V r'� 5.) Switches shall be mounted 36' to 48' SC1111ULT HOMES CORP. 4-{-8 EiECiRIG4t.SPf]�1G110N5 e erie Fu 16KE Cunt t 10 W Mk Pk4j BOX 240V, lFK 3 trice.200 amp nihm= above floor in a consistant manner. Curet:2 44-1 Mk ttVtA1C T N141k 90 deg. aiurrtarm v1h gmurd or T REV orscwPnory DATE BY Bxtric Fiaf,ne i81Q CiarT 1 467/240r 4-4-8 sal mi NO far r�9�than 40� 6. Listed and Labeled receptacles are be Ci,aet 2 273/240v e/2 r/c 481 WMIM-- �aP. �pwdN ) instaged per Manufactums Installationlnstnrc6ons. 8 95 120r, 15 96296-56 N.Y. SYSTEMS PG.-56 L r • • 1 1/2- VENT 3' VENT TYP. LABELED BASEMENT VENT CAPPED PLLIGGED —1 1/2' VENT FOR M it PLUMBNO IT s s h NAIR CHAMBER (NOTE 18) SEC ! !t -48- 1/2- SUPPLY �� CONFORM TAIR CAP SD 1 1 + i ' i 1 1 , AIR CHAMBER f I CCN LINES „ NY.S BLDG CODE 3/B' M i i 1 , SUPPL, XE 88)E 15 ON !'�! '{ _ i 1 902.2_H SUPPLY-\ i i TYP 1 tom-. 2' DRAIN P-TRAP ``J 1 ACCESS �I 11 1 1 1/2' DRAM i PANEL 1 1/2 ' DRAIN Y3' (MAIN DBL. LAYS ARE TRAP SHIPPED LOOSE ON prOMOUAL. FOR FIELD CONNECTION TRAPS AND VENTS 1/2' SUPPLY LINES TUB—SHOWER (SDE'/H°T TUBS-SHOWER) WATER CLOSET 9p 3 WASHER ; 1 1/2' VENT--� P-TRAP A. - �i COUNTER `r ++ i •, V S�� BATH VANITY= a FROM Y,OPT. GARBAGE �� ND DISHWASHER 2- �, .�R Q6o�' P� o = _ L AICHAMBER i� BRANCH TAIL PIECE (NOTE 18) 1/2'i ji ¢ i 4 SUPPL i� 1 1/2' f -P-TRAP _ LU •- �i _ - ' _ TYP. i P-TRAP (2' W/ I G I. '= I OC1iN'A5k{ER) !!l�S:: L J Q _ CD ``'3 - - - '- KITCHEN SINK I. MAIFRIALS,FDQ1lRES AND EDl11Pi4T1r S11N1 BE N 0011- /� JJ T WITH DISHWASHER PUANCE wrtH Nrs CODE 904 t 1250. l(a -I / Co AND GARBAGE DISPOSAL z MW YOM SIXNDAM ARE LISTED IN SECTIDN 12n ¢ - CQ / 1 1 2 DAWN 3. SEF PAGE 96 FOR PUIMOMD NDIES. F- 7 V c-! 6 y _ t; 1 2DI SUPPLY / - PLLrAO910 MAIFRIMS PLLMBTND STAND IM 3 �:s� 2 DRAIN w lLL7� TO DISHWASHER OLSIA9ASHER) _j ?- y -_ ? ` c 1.DISHWASHER SHALL NOT FLOW �� ¢ t"' INTO GARBAGE DISPOSAL QNMF3.m GIST-BOER PUIMIC F'OCIURES M453A112.19.1Y-1Y87 ! C,r �: 7 - KITCHEN SINK 2.DISHWASHER DRAIN SHALL RISE AND PLASTIC,AVMs Mals AM Z124.1-1997 wI,N AODQAA Ix : ; FASTEN AS HIGH AS UNDERSIDE OF z124,tA-9D AND Z Q' O -• ; -COUNTER. AND�SHOWER-RSCEIMRS AM9 Z124.2- if CL i ,y 0 J .� �t '� SrANAJESS R 1�E ANSI Al 1x981- RD L. `v� y'o,�zill ¢ Q AREA FDauRFs FOR Q�G � v_ (NOTE 23) VITRMW CHIM PUAIBINC FIXTURES AM 1 9 -Q't �< `0 _ - - n ` ' o 3' VENT THRU ROOF y u - NDN-cFaaols f�sx a+a�AwD +11s,Nc� m ,*: W Li <:)SGU&ESS COPPER MATER TUBE TYPE K t L ASTM 0 ROOF LINE O L u o r Z J SOLDER METAL ASTM - fly `0' L• COLLAR \ it PLASM FITTINGS Awe-"YMT aunnn F w c'1 l (NOTE fes) ACRY DWTRCE-WIX0 -M!RFNE(ABS) ASTM 01527-aa L t '� L= 1 N SECOND STORY FLOOR z KAWK; PIPE.SCMYJLES 40 t e0 INDIVIDUAL NEATER P 0000 INSTALLED ` ACRttnMTRLE-BUTAOF7F��SiY OIE(ABS) ASTM D244B-90 Q L a> - (j —� N PlAST1C PIPE F1i11NG� SOpCET TYPE SthEIl. 40 t If it 11 FlRST FLOOR CEILING SOLVENT CI]ENr FOR AC MIRE-BUTADE7NE- ASTM 02235-ES ; @f 3' MAIN STACK STYRFIIE GSI PIIPLASMPIPEPE MO FlTTINGS 4 � i L L LFl BRANCH 1- i �-t 1/2- OTHERS T.-- �R AIR-W STANDARDS ANS A112.1.2-1991 96296-62 WATER u PIPE ROOF VENT �CISPHERC� �E ANw 1001-90 PLUMBING CONNECTIONS MME PLI1MI191C FIXTURE SETTM COMPOUND FS TT-P-17381 JULY IT. 1977 Spail UL THOMES MM MECHANICAL. CHASE ACCESS LOCATED ON PLANS. VACUUM BRENCERS AMII-S" M. PRS TYPE ANWASSE 102D--a9 REV DESCRIPTION DATE BY I ALL MODELSNSPC N.J. 1ST TO 2ND STORY PLUMBING FOR SHIPPING PURPOSES THE ROOF OR SECTION WAM NAS ARREST= AIM A112.2d.1 M--m , K SYSTEMS OF THE ROOF IS LOWERED AT PLAT r. ROOF VENTING , 1 CONNECTIONS (TYPICAL) NEEDS TO BE COMPL M ON SITE AFTER ROOF IS SET. N.Y. SYSTEMS PG.-62 L WA11 E U-7IEA a LSU ll U r+usc 14uum am Sac its bwEr wt LOCK Coors -o.rLftm P-c ^�l� Ll-3iUi1`V' y�]�� Na"I fLgSF' fS �'1 to J�J ' (/���(� /�////n �p\�p 2 ALL rUaBIO ON f167 gDaR STLlHOm 7H/OIIDH FLOOR ONLY. IEYB IHW 1 1 4 ACF@ FUMY®DE OF IEIBE7L a DETAILS�/!L�rtl`� �LI S�PLT I1�3(1r�p� HOOIlY 1p I#yfWRJIL C7�AiE,MFA OM-it1E 31.PFM 24ML E FIRE EMPp®U*RE llEXRRED LK MR ����Q COME PPR!717.4 OR 73x1 Alit UqE IAL EWjRVUW 1D 3/4' HOT WATER =FLOLEL4m oR I=M4 IM ID N�dDiM�O�E ===-CO�OE ILMIAW<."IO A I;!- ®U V a opKm caumm Mry umm I;!- VACUUM R IEF V E 0 MM=IEF �RJKIC(NAS irFl rtm rhe a 7Et=ia[1 0 T} 33.Awe Hem fi✓p4c m Nc Swum it ORI �UR�WHEN T KK ALVE &AUM-NM ARE rRoNm . x PLASTIC PPE r A M LARGER WALL E '��•- ��•, IS ON FIRST OR rnuR((a�'�FM raRsa�Mutr ao r�LtT FOR m°� ��0 F 'N Lc SECOND FlooR. L��tftel,IEKAlO LEAF tta5 N LnMItEs ARE An aw rRPE E1 Eity 1FILEE(3I F7Er FCI®MRIi1LLx C�� 3/4• COLD WATER 7.All tiA1F1t Af0 aAat LIES ARE STUBBED IHmxm nam COCOIOa7:1OI6 SR"NOMALw WE wMEMIN �mm um me vaum TDeylliM Lan PIPE FOR ML aMZWO L mm 7m FTEs a FRW aE30a at mUN�LOQ tOlc 11Aw FOR F+roa Lem r A SKROWS AIO 10 E tsLmyLABEum i1• C7 Cr_ ISOLATION VALVE AN APPIOL®AOFMMEt t 6>xT0iw LvXm INN Flum WHO W Oar WEI m LL- n SHALL 11WE w K COP'lFlt lW 1 F AID LAROERXUft S MM lF7e 37' CJYIOT E tiET IF311® 1M0fR N � r 0aLF7F7t Aial� v tyPpp MOWNSIRE M OF A . FLINNEI_AND DRAINIERIICIIL C0A41e tiw10 SHALL BE SlRPORIm AT LSIERT SIDRY 3R A"ImRUm PRO aE1tiM samm a:FOW AND REOURED WHEN TANK � �11E tOWO aFf of 11E all>E of 711E tmER 1KIM ALL WOW 0FREEII 01 ON rmRDE SHALL E �F 10 IS FIRST m rticH aN HDaOOMaI-i ASM Llan 6 APPS I or 1w LOCAL 9 SFL�`OFtp FLOOR AIR GAP 1/<'F4R FOOT lE7t Ti WF pp�Ly�E F8D �- 11.i1D FWlaeO a9a7011 F10MR Lm 6001E N Im PUNC '!LO 1WODR OF 100 Smw L"I 3K RLOIO STSWdS SHALL E 1n=N PLANT PER KTS E ALL AdVa ma"aAMER p W'til aline•OR til Ftoa'AE OOK.D`cwE LM SUM 1NO msm=0 of SUUCCH IOTAS WS KEN BE cwERw OR OFIV.Q NO/bR OIINQ OalpQtMl, COAGM BE7ORE 1E IT NMLL E EQasm FOR 7MNM E EM N BASj' 1S.ROORoomPIOfFC7p11 SHOULD APRJW FEW Ar WALL 4a 1LE w"JWWE 14=mtr anMU XH LL E Fan "--- - r'Q-a'+�+�•i+ rOMMIOR MR SIM WX of OR�IIf]Ll� 0�Ai rFJt N.TS LROE aML11 t IDCA NItDtlM -- -- N.AIrt4#dllD Alat/DR 141 OENf1S ARFM Ng1A7♦pDFOWmm cFn iRWi MEALM rrm N MOEAIFy CODE 41MF.E NSDBlm N 111E AQWW OVERFLOW PIPE AND SFOWER/SaWn LtifM>� 10 ALL SFgWER FR 1 N rOSSlrnw NaLL E IOPf wr OF U FAM ILL IL LCCXM E REE AGER i EII OVA=FLUE ANO MUM 41.Iw,s aIIR 20 Llat1E trio!or t ARE aT MER PER LOOV.UMT COLDS 2 1/2 01 ' U VX H De HNINSHER SPALL HIVE A 1•WII sUPpLT HON. 33 AIR GAP4L WJMKM WEIR 70 1t AR a mmom ARE ammunc aMa1 VEM T�VE7(f llE aR iU07iC VEFWLE M C C: HOT WATFR TANK PAN (METAL PAN , ' LINE O' gnu.W- H� Auwes AT r�Rnr FOR-FUEL. BURNM TER) awn a1 HOr Avae 10 slat Am atsR+rAa/at • PRO ST W F'LANi FOR AT aali Lwwlaer F AFK ttzlWE N aA,Heaau Ri1atA• 43.ALT EmJcmwL NEIAER NALimr 10 HOLE cm,*A gnnpJtT; �- !-) TWO STORY. FIkI A SICIE 1E11ER 11WC1;L OR NOIOfC StALJ-E LEFT N A SME SMIJC1UfaL C7Oa1Ri or I ; `co > 1 AT IMlrsall:Ic tiI1H 3NMLE LEkER FH110E1: tllo F LOOR MIIFf TE REPAlRW OR X3%ACEO ALL N ACCRmMRCE Q '�CL 13 1 BRAWL SPACE PAN DRAiN 'ter MR�O00 MOM AREA'�tua�/s L 44-EACH EW s+vu XURATEMWEg��NomM SO= = c ,COPPER i- I (PRONDE IN PLANT FOR TWO SJDLRI) PI'E MIDI SRSG[LFA ABOVE FLOOR FDIC 1lSE N CRMIL SPACE "KING WAN 10 ANNE ROOF O �� U — lNlIE OAL1Ar®1D CO17 m jams SHALL E WADE WW A 4a.EACH FOMAE SHALL E NONpUMLT 1Ai M DELEINRIC UIOM 1FAT SLOPS FlA,t�RLTHOL13R U :oAN Aft AL PFE awAT Ft'natRE�iR 1�i+E sMIE As BRarALuliMH a+�u Lir Hca t&LEA0 COlVW FORF raNas}D Fuac SHALL E>ta�t LEO ca4°.FIRE ircFiLm NaS7O0iw�an vrooAOM BFtaE rt a OR w s. j v o WtrOFR HEAlJ 9t.WHEN,LATER!FREER 6 ON FBQr NTs tTEAfX COt6Ex igno1 CODE Lois a 1N1 ^� OR 5EL'aIIO FLOOR A rm ca6lwottoy COME sEaitor6 7ats31 47.RAI I mwm GROM WHIRLPOOL t Har ltles SHA L V =+� r- � � C C 2 IQ GRAN SFALI.ME iE7.DA F'Ip'fEFLD01 t 7FIrRgi 71gYT4 t MWIfMFML SOMONIO IR1A6f4 aooE 10.10 14 N 0 T tl i E D. ME AN OVERR.OM 1 1/r IOL aAsmrr f 1 (SME1T DEIICES7 E=UCw ti MATEMUL WATER IEA3 naJEF VOED N f71C1DRT A,H A r 1!EMW MODELS SHALL E Pr0- Q _, }— (J •: r-; v) N lLlrtr FOR SF370r0 FLOOR v�MV.7YEE a�41AWI44EE aAealolr N1UBamCj WIRI AIR CAP 70 A FWWI2M.HOSE;N�:HALL KA+,E A VACUUM BRFAKIM first FLOOR.7ta3t SIAH ED 011�OR vEXT MW BE � < C] � `-'' � cj i taus FREE rom 03HNlle 06QW10E NDEOSILT A L�EFLOORon" FDEEPT-FELtE AM NE OIOe SFMIl E 4R 4 Is RDOR }- j ENCiR1WO MOMm FFEECER a� PPlP MVRH ATO THE W R.�N3W.LID am ME CRD FLS.SRW&r0 OL%M 3 9Mll E 1LXMIe AHE H+DDF AT oallLms,toiEr wr d L' C� • `: SUMMC It OIL R701Q ANp/OR NO F��.HEA7DOW�ER�SPACE SIAL NOT E� PE 10 AA H FWE M FREE D lk� m rftEtgJAM M /REL"I 2P1L1®M IOOIvUNU ANDm HI ND AAT 49-PLASM PPE 9Wl IM PENErWE FIE WOED A�Rg s FOR SIORI=MOF PULE ACCESS UM CLOiEE kVS CODE N722LL LNSOIreoE POi1[11E AA BAP SHALL IIE.AT oa�OM-R=XI 7,ALL� M a MILME Leis ARE Pyo-11 PUAIBINO DEWS a No, SEE M{YtRr1/� sF1AeE FOR F1IQT on OEs afo FLOOR tRR1ER HEATER NI SHALL E PROIOED N FTAff M g AA POfAME FLAWI an omm��1�6 11RNOM 11E 1100E U7 W"NACRIREAY S611irW@6•ROOF SHALL E 10201 J ~a ; i •`•_� -- _ 23.OW AM iLPPLT L!ESQ __ MA3"LOIUED WRITS LIE WADE Ai IOCMONKA MD E _ 1_.r 73 OrsArrtRCEOWBOOR cut calix:FOR AREASOW MEsANCALCHASEWILL Be f��FM FLA 10DECDECKING s aN-4M AF7Ft = als,E �, WE jY_ i _am •� \ t a a > FIRE SiDPPING COLD WATER HOT WATER 34.UYOOIN3 AM SHOWERS - t SWLLL E as F 2.g MOH lima - 2 TO DE1IL7:31MNCH Q � _. CDYPOUND Fl)CTIlRES TO FIXTiJRES 14 P9 PFIt NYi rpF A �OF 2A oPM Ar — t liz �! crPsu�l CODE LARQRS 3a-i:NEtaul 15-M14). f Pl f W - Q 2L v"L.ROMRND S60Ylm N ID cwL ALL V, C) 4 �P�4O C.Ad 1'FRSCi9 tm1iT R7a6 AND Iulaar ARE]la YOr E FtaO NstAUEaci ,f "EADS ARE OF t �� > � E 6 FLOOR S15RElL 2L SHOWEn ANON 1W-$I I M PPRROVIO�E A SL� � / � _ 3 RHE RILL 10 IElAR OF MOr MEIN TWW N F1:E7 AaOVE r, •y - Q•�= t, c) S BnU-LO�fO�LC BALL pCOCK SHALL E�FTERS/OaKgM OF RHE NhS . ka a t 1 r a 2L"OSE SPMT Mt7AFOR M BRHKFR iHWl FM�E A Z 46=3 (�� OIVArRIFR 1114 A WHEN tROEIt (� �• L: '._ r '-'C. SHO em 0 OR SHALL E PRoVOEO MINI sa, 4• l'3 ;:O , = C; 1 ; JGV xtatG a-DN'KW ERaL COAdETeru7al:lame CLOSETS SHALL E AR ° Osor NP\• G7 L, ; 1A GALLO i 9 NEL Wrcm t vAom NALL Be 01 E SS1� -^. _ ,— ��) `�. "a FLOOR SYSTEM <D I iL c i POUND ' I— 4 Z ? o SUM CRAWL SPACE I F SunIULT HOMESCORP. CRAWL SPACE MODEL REV DESCRIPiiCIN DATE PlIji1BIMG "LS FIRE STOPPING AROUND DRAiN AREA WATER SUPPLY DETAIL FOR SHOWERS do TUBS Ars N NFW YM 52291 "'�° N.Y. SYSTEMS PG.-66