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28264-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28888 Date: 09/26/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 66975 CR 48 GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 2 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 25, 2002 pursuant to which Building Permit No. 28264-Z dated APRIL 12, 2002 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 ROOF OVER FRONT PORCH AS APPLIED FOR The certificate is issued to GERARD & NATALIE CAMILLERI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0132 09/20/02 ELECTRICAL CERTIFICATE NO. 1065874 09/03/02 PLUMBERS CERTIFICATION DATED 09/17/02 HARDY PLUMBING & HEATING Authorized SIP ture 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. 28264 Z Date APRIL 12 , 2002 Permission is hereby granted to: GERARD CAMILLERI 248 NORTH CORONA AVE VALLEY STREAM,NY 11580 for . CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 66975 CR 48 GREENPORT County Tax Map No. 473889 Section 040 Block 0002 Lot No. 014 pursuant to application dated MARCH 25, 2002 and approved by the Building Inspector. Fee $ 869 . 40 TuthoriAgd Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimrning 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. 9120/02 New Construction: x Old or Pre-existing Building: (check one). Location of Property: 66975 COMM ROAD All GRFENPORT House No. Street Hamlet Owner or Owners of Property: GERARD AND NATALIE CAMILLERI Suffolk County Tax Map No 1000, Section 040 Block 02 Lot 14 Subdivision Filed Map. Lot: Permit No. —25264 Z Date of Permit.��T}2rr02 Applicant: 1zATHRYN SAETTA Health Dept. Approval: YES Underwriters Approval: YES Planning Board Approvals_ NIA Request for: Temporary Certificate Final Certificate: % (check one) Fee Submitted: $ 25.00 '2Y 9� � icant Si �ure �� Co -a .2&nK TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 1179 TOWN HALL SOUTHOLD, NY 11971 CERTIFICATION nn Date: 02_ Building Permit No. 2 8 2. LO L4 Z- Owner: CDEd2A IZD (}AMI iZ-1 (please print) SIC Plumber: ���I PL.I�IMP,I �l'- (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I also certify that I installed an anti-scold and/or thermal shock preventing device at all bathing and/or showering fixtures in conformance with part 902.6(k) of the N.Y.S.F.P.A.B.C. "-I DiM Sworn to before me this (plumber's signature) 1_ day of 200;0'2 ry Notary Public, �� County (NotaPublic) MMr � eo.oiEcsosao�s Qu+nR�dMsurotM cr^q .as O �PrJ�rJ�r PrJ�r PrJ�rJ�rJ��P�rJ�rJ�rJ�rJ�r PrJ�r P�PrJ�r PrJ�r��Pr�rJ�rJMPrLjj- r f'L3 M��PrJ�rJ�rJrJ�rJrSrJ�rJ�rJ�r�t PrJ�rJ�r�rJ�rJ�r�rJ�rfrJ�rJ�rJ�r�rJ�rJ�r J�rJfl� a SBY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY - e5 r5 40 FULTON STREET -- NEW YORK, NY 10038 rS 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 SJIM SAGE ELEC. INC. GERARD CAMILLERI C5 C�5 P.O. BOX 38 66975 CR 48 r5 GREENPORT, NY 11944-0038, GREENPORT, VILL, NY 11944 D� Located at 66975 CR 48 GREENPORT, VILL, NY 11944 5 S7 [5' Application Number: 1065874 Certificate Number: 1065874 5 5 5 eeP5J Section: Block: Lot: Building Permit: BDC: NS11 e5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 5 Basement,First Floor,Outside, 5 55 5 S was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was tS found to be in compliance therewith on the 3rd Day of September,2002. S 5 Name OTY Rate Rating Circuit Tyne c5 5 Additional Charges 5 5 POLE#6 S 5 modular house N.Y.State approval# 19-17 S 5 mfg Crest Homes serial#303483 5 Alarm and Emergency Equipment 5 5 5 Sensor 1 0 Smoke Appliances and Accessori;s 55 Furnace 1 0 Gas Pump/Motor 1 0 1 H.P. 5 nj Air Conditioner 1 0 48,000 BTU Wiring and Devices 5 SSwitch 3 0 General Purpose 5 Fixture 6 0 Incandescent 55 Service 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 rMeters: 1 seal 5 5j 5 5 I of I 5 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 O rJ�i nr nr�rJ�r nu�rMrrJ�u�rJ�rJ�rJ�rJ�rJ�rJ�rSrJ�rJPE-nrJ�rJ�r�rJ��rrrrJ�rJ�rJ�rJ�r nr��nrSrJ�rJ�r�rJ�rRr3rJ�rSoPLPLPLr Pr PL 3rJ�rJ�r nrSu�rJ�r rtPrJ�r�oPrJ�rr� [7 BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: _/02 DATE REVIEWED: .�/ ,x/02 APPLICANT: 16(" ; PAA4F DATII�SUBMITTED: 4_5/�/02 SCTM# DISTRICT: 1,000, SECTION: BLOCK: Z LOT: STREET ADDRESS:aj'< C4410 CITY: ApoWMA016T SUBDIVISION: �� PROJECT DESCRIPTION: /yE� �u_)C-Luu r ESTIMATED PROJECT COST: ARCHITECTENGINEER: (,��a FAST TRACK? A10 SINGLE & SEPARATE CERTIFICATION-REQUIRED? tic NOTES: LOTS 4Q000SP-100-24. Lot recognition.(CREATED before.hme 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25. Merger(Anonconforming at any time after 7/1/83- ZONING DISTRICT: e CONFORMING? � REQ. LOT SIZE: 0 Oqp ACT. LOT SIZE 7/03?� REQ. LOT COV. 'P ACT. LOT COV. Ci REQ. FRONT D PROP. FRONT REQ SIDEr ACT. SIDE iJ�l fp REQ. REAR PROP. REAR WATER FRONT? A/0 DESCRIPTION: PANEL #: FLOOD ZONE:, �- APPROVALS REQUIRED SUFFOLK COUNTY HEALT DEP : ES r NO, (BED#): DTE:� �D/ off- PERMIT#:RIO-DP- TOWN SEPTIC RECEIPT:6N NEW YORK STATE DEC: PRE-DEC 9ni75 YES orda SOUTHOLD TOWN TRUSTEES: YESOAUO TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o O /• NYS ENERGY: YES OR NO : EGRESS (18 H min.? 4 sq total) `v`I?1QT (SQ. FT. x 4%) LIGHT (SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BPAZ/C/0 Z__ HAVEPRE CO'S : Y OR N Bp T"7 /C/0 Z_ NOTES: 4 AM2Z 3 • At NATE ( Ti2 110_ FEE STRUCTURE: FOUNDATION: f 12 10 SF FIRST FLOOR: 1 2110 SF SECOND FLOOR: SRO SF OTHER: SF INIT OTHER TOTAL TOTAL: �,Z y $ SF FEE FEE FEE L) SF)- (k �SF)=Z, SF X $ •30 =$ jfj.lIr o +$ $ 9 69 a 2. ( SF)- ( SF)= SFX$ =$-+$-+$-- $ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 03/21/02 Receipt#: 6754 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 6754 Total Paid: $10.00 Name: Saetta, Richard Gen Contr. P.o. Box 2047 Greenport, NY 11944 Clerk ID: BONNIED Internal ID:51509 04/10/2002 13:07 16312666202 TGDATGJEPGMA PAGE 01 153 P01/01 APR 10 '02 09:33 rSTAtt eI New YOaK Da:PARTMEM OF*TATz A6MKY. NY 1 2291 QW I. Jr'• `��1 w�I I I A r i R.ner A. OArxftiU �sc�fwq rr�ill Marek 21 1 002 Mc M.Lt ntrar(clover Gast He '" PO am 1418 MldelabOy.IN 46540 Re: Appreval No.0705-06016 Manuf"WMr No.M 0705 • DearMr.0over Your req'"t for an extension of She eallration date of Factory Manufactured Noma Approval No, M 0705,1.- i8-016, spplkable to one and twe fondly dwe", is hereby granted subject to the wiftiort Of ow inivel apKMM. The man440on + rer ehM be responsible for assn irrg that homes or components b 1neigniss issued d: he extension Weal afro comply with the currentrequirements d tM NY$Uniform Flre Proand Building red& This 64.i6ion will expire on April 29,2002. A copy of tlila 10*0 shall OCOOMPany Plane er sp wffdt#r suWr ttod for a bSAdlnp pemtk&W be deemed a duplca%original. I am hof qMl that you will fent 06 ex*won of eeeistow. Very Utile Noun, 3solge I • Dieotdf'°:Coda Olvlslon ♦ Mwooa.�nn.rw.w i•«.,u nrro�•w.♦twx.rn.w TOTM P,01 VAR. 22. 2^^2 4_ '9°V CL"'C R:VER'-FA" CC. I;� R. File No.: RH80002315 Commonwealth Land Title Insurance Company 177 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax* 631-727-7819 Commonwealth n W WiIIUM1OfiR.M SINGLE AND SEPARATE SEJkRCH Effective Date: 6-28-2000 Title No. R1480002325 Commonwealth Land Title Insurance'Company DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD AND PAUL A.CAMINITI ESQ. 54075 MAIN ROAD P.O. BOX 846 SOUTHOLD, NY 11971 THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 6-27-69 to date to ascertaln the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the Same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein, This Company's liability is limited to Twenty Five Thousand ($25,000.00) il,)ollars. NO policy of insurance is to be issued hereunder. Premises: 66975 COUNTY ROAD 48, GREENPORT, NY 11944 District: 1000 Section: 040.00 Block: 02.00 Lot: 014.000 County: SUFFOLK T/O: SOUTHOLD Commonwealth, Land Title Insurance Company BY: QVD , 'ljf„-c CATHAR7NE KING a ASST.VP AND SR TITLE OFFICER Title Number: RHSOD02315 Single and Separate Search TQ20015NY (7199) Commonwealth Land Title Insurance Company dBox 419 177 Old Country Roa , 20 Riverhead, NY 11901-02F x: 631-727-7818 Phone- 631-727'7760 Co�nmon, ,�h Or SINGLE AND SEPARATE SEARCH Effective Date: 6-28-2000 Title No. RH80002315 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: PAUL A. CAMINITI ESQ. 54075 MAIN ROAD P.O. BOX 846 SOUTHOLD, NY 11971 THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 6-27-69 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to One Thousand ($1,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 66975 COUNTY ROAD 48, GREENPORT, NY 11944 District: 1000 Section: 040.00 Block: 02.00 Lot: 014.000 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company BY: VINCENT SETTE BRANCH MANAGER Title Number: RH80002315 Dated: 7-19-2000 Single and Separate Search TQ20015NY (7/99) . File No.: RH80002315 CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 040.00 Block: 02.00 Lot: 014.000 Arthur Lewis Moore and John Alden Cook, as Trustees Dated: 4-20-42 under the Last Will and Testament of William H.H. Moore, Rec'd.: 7-24-42 deceased Liber 2243 page 486 to H.K. McCann (premises and more) Harris K. McCann died 12-21-62 (New York City Probate 343P1963). Morgan Guaranty Trust Company of New York, as Executor Dated: 12-19-63 of the Estate of Harrison K. McCann, acting under the Rec'd.: 12-27-63 Last Will and Testament of Harrison K. McC�Fast of Liber 5474 page 59 the City, County and State of New York to J.M.S. Land & Development Corp. ises and more) J.M.S. Land & Development Corp. Dated: 9-27-65 -tom"•/^ Rec'd.: 9-28-65 �premises & Development Corp. Liber 5829 page 370 and more) H.J.S. & Development Corp. Dated: 1-29-66 Rec'd.: 2-4-66 Edgar O. Gildersleeve Liber 5906 page 411 - continued - Commonwealth Land Title Insurance Company BY: VINCENT SETTE BRANCH MANAGER Subscribed and Sworn to before me This 119t^ day of July, 2000 Single and Separate Search CC�fA JAMA M.PRINDLE Noln Publlo,State of New York No,01-PR4911757 Quallfled In Suffolk County Commluion EVires Nov.1s,_::xo01 File No.: RH80002315 CHAIN OF TITLE FOR SUBJECT PREMISES: (continued) District: 1000 Section: 040.00 Block: 02.00 Lot: 014.000 Edgar O. Gildersleeve died 4-5-93 (Suffolk County Surrogates File No. 773131993). Joyce Orrigo and Bert E. Gildersleeve ac r^-Executors Dated: 3-31-94 of the Last Will and Testament of Edgar O. Gildersleeve, Rec'd.: 5-6-94 deceased Liber 11675 page 621 to Bert E. Gildersleeve V� LAST RECORD OWNER STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK) VINCENT SETTE, being duly sworn, deposes and says: That he is a Vice President of Commonwealth Land Title Insurance Company, That the above is a true Chain of Title of the subject premises as shown on the variance search under the above captioned title number. CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: "HOMESTEAD WAY (private road)" CHAIN OF TITLE FOR PREMISES ADJACENT EAST: District: 1000 Section: 040.00 Block: 02.00 Lot: 015.000 H.J.S. Land & Development Corp. Dated: 10-16-65 to Rec'd.: 10-18-65 Alphonse M. Atwan and Catherine L. Atwan, his wife Liber 5841 page 576 - continued - Commonwealth Land Title Insurance Company BY: VINCENT SETTE BRANCH MANAGER Subscribed and Sworn to before me This 119m day of July, 2000 Single and Separate Search JANA M.PRINDLE Otey Public,State of New York No.01-PR4911757 Qualified In Suffok Cowq Commission Expires Nov.16,�0D/ File No.: RH80002315 CHAIN OF TITLE FOR PREMISES ADJACENT EAST: (continued) District: 1000 Section: 040.00 Block: 02.00 Lot: 015.000 Alphonse M. Atwan and Catherine L. Atwan, his wife Dated: 9-8-81 to Rec'd.: 11-19-81 Steve Moraitis and Despina Moraitis, his wife Liber 9102 page 277 Steve Moraitis and Despina Mor ' ' ,-his wife Dated: 11-22-83 to Rec'd.: 12-22-83 Theodore G. Miller and Mary Mill is wife Liber 9480 page 577 LAST RECORD OWNER CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH: "MIDDLE ROAD (C.R. 48)" CHAIN OF TITLE FOR PREMISES ADJACENT WEST: District: 1000 Section: 040.00 Block:02.00 Lot: 013.000 H.J.S. Land & Development Corp. Dated: 6-27-69 to Rec'd.: 7-7-69 Frank J. Salamone and Myra K. Salamone, his wife Liber 6579 page 534 Frank J. Salamone and Myra K. Salamone, his wife Dated: 9-15-71 to Rec'd.: 11-17-71 Mishan Andonian and Minas Ugurlu Liber 7049 page 329 - continued - Commonwealth Land Title Insurance Company BY: VINCENT SETTE BRANCH MANAGER Subscribed and Sworn to before me This 19`h day of July, 2000 Single and Separate Search JANAM.PRINDLE Notary PublicState of New York No.01•PR4911757 Oualifted In Suffolk Coun Commission Expires Nov 116,11-061 File No.: RH80002315 CHAIN OF TITLE FOR PREMISES ADJACENT WEST: (continued) District: 1000 Section: 040.00 Block: 02.00 Lot: 013.000 Nishan Andonian and Minas Ugurlu a/k/a Minas Urgurlu Dated: 2-7-77 to Rec'd.: 2-11-77 Robert Wiltse Liber 8190 page 390 Correction Deed: Nishan Andonian and Minas Ugurlu a/k/a Minas Urgur Dated: 2-7-77 to Redd.: 3-1-77 Robert Wiltse Liber 8198 page 47 (to correct tra az) Robert Wiltse Dated: 1-3-81 to Rec'd.: 1-5-81 Ned J. Deegan and Frances M. Deegan, his wife, Liber 8939 page 167 as tenants by the entirety with ri survivorship - continued - Commonwealth Land Title Insurance Company BY: VINCENT SETTE BRANCH MANAGER Subscribed and Sworn to before me This 19th day of July, 2000 Single and Separate Search JANA M.PRINDLE Notary Public,State of New York No.01-PR4911757 Qualified In Suffolk County COMIS3bn EVIree Nov 18.&6 File No.: RH80002315 CHAIN OF TITLE FOR PREMISES ADJACENT WEST: (continued) District: 1000 Section: 040.00 Block: 02.00 Lot: 013.000 Frances M. Deegan, individually and as surviving tenant Dated: 8-5-99 by the entirety of Ned J. Deeg,ann Rec'd.: 9-1-99 to / Liber 11986 page 613 Joseph T. Nockelin LAST RECORD OWNER STATE OF NEW YORK ) COUNTY OF SUFFOLK) )ss: VINCENT SETTE, being duly sworn, deposes and says: That he is a Vice President of Commonwealth Land Title Insurance Company, That the above are true Chains of Title of the adjoining premises as shown on the records of the Clerk of the County of Suffolk and the Variance search under the above captioned title number. Commonwealth Land Title Insurance Company BY: VINCENT SETTE BRANCH MANAGER Subscribed and Sworn to before me This 19th day of July, 2000 Single and Separate Search JANA M.PRINDLE Notary Public,State of New York No.01-PR4911757 Oualfied In Suffolk County Commission Expires Nov 16 16111 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE ARKS: -- DATE �V�NSPECTO M-1802 BUILDING DEPT. INSPECTION [ \] F NDATION 1 ST [ ] ROUGH PLBG. [ 4___- FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA CHIMNEY RE RKS: DATE A/// INSPECTO 2-L M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ FINAL [ ] FIREPLA CHIMNEY REMARK DATE �� INSPECT FIELD INSPECTION REPORT DATE F CO TS FOUNDATION(I ) `� y ------------------------------------ 1 FOUNDATION(2ND) � O J ROUGH FRAMING& PLUMBING t� y x INSULATION PER N.Y. � STATE ENERGY CODE -3 O 7 FINAL ADDITIONAL COMMENTS d1/ O z m d 'v N o x EEE o x c L� ; TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD, NY 11971 TEL: 765-1802 3 sets of Budding Plans PERMIT NO.26W-L Lly Survey Check Septic Form N.Y.S.D.E.C. Examined27 20 Z Trustees Contact: Approved `f Z 20 Z Mail to: Disapproved a/c Phone: - Building Insp 1r1R252912 APPLICATION FOR BUILDING PERMIT t--'" Date , 2002 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupanc, is issued by the Building Inspector, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. RICHARD SAETTA GENERAL CONTRACTOR (Signature of applicant or name,if a corporation) PO-BOX 2047 GREENpORT NY 11944 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician, plumber or builder GENERAL CONTRACTOR Name of owner of premises GERARD & NATALIE CAMILLERI (as on the tax roll or latest deed) If applicant i corpo ati sign y authorized officer �. ame and le of corporate o cer) Builders License No. 130-86 HI Plumbers License No. 1593 P _ Electricians License No. 3635 F Other Trade's License No. 1. Location of land on which proposed work will be done: 66957 COUNTY ROAD 48 GREENpORT NY 11944 House Number Street Hamlet County Tax Map No. 1000 Section 040 Block 02 Lot 14 Subdivision Filed Map No. Lot (Name) �LaLc �Alsullg use auu occupancy or premises ana mtenaea use and occupancy of proposed construcffoh: a. Existing use and occupancy RESIDENTIAL b. Intended use and occupancy RESIDENTIAL 3. Nature of work (check which applicable): New Building xxx Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost $ 160,000 Fee (Description) (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor NA If garage, number of cars NA - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front NA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Na Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 44' Rear 44' Depth 27.51 Height 28' Number of Stories 2 9. Size of lot: Front 100' Rear 100' Depth 200' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated RESIDENTIAL 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded NO Will excess fill be removed from premises: YES NO 14. Names of Owner of premises CAMILLERI Address VALLEY STREAM Phone No. (516) 825-0568 Name of Architect RTrwaRn WERNER Address MoDDLAR Phone No Name of Contractor RICHARD SAETTA Address SOUTHOLD phone No. (631) 765-4900 15. Is this property within 100 feet of a tidal wetland? *YES NO ffi • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) R10ARD SAETTA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the GENERAL CONTRACTOR (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this of day of N ary ublic AS41gnat.Aureof Ap JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk Co ` Term Expires June 12, �jD03 VACANT VACANT TEST HOLE DATA 4/27/00 H OMES TEA D WA Y-WM SUPPLIED BY : McDONALD GEOSCI£NCE COGS Of ASPIIALT ROAD POLE /s — EXIS77NG GRADE SURVEY OF N 69' 02' "�/ lOD-�' nE= 100 ^ •�.� �,�� � ; ,. DARK BROWN SILTY LOAM of DESCRIBED PROPERTY TE T BROWN LOAMY SILT ML � i, PROPOSED SITUATE HOAR Eo c£ssPoocs a a GREENPOR T, 14 5 X XPAN�N y„� _ 7 TOWN OF SOUTHOLD W \ / — O O BROWN SILTY SAND W/JOX GRAVEL SM TO COUNTY, N. Y. O WI "� PROPOSED L-Li 10.7' SURVEYED FOR GERARD CAMILLERI �I t1 p SEPTIC TANK Z , WATER /N BROWN SILTY SAND W/3OX GRAVEL SM NATALIE CAMIL LERI 15' 20' J 1�' POP. PROPOSED CAR 4 BEDROOM 'o r GARAGE RESIDENCE N/F MILLER WATER IN PALE BROWN MEDIUM TO COARSE SAND SP / VACANT SURVEYED 25 APRIL, 2000 o 17 SCALE 1"=30' 16 r<"a O AREA= 20,000 SF O OR 0.459 ACRES N/F NOCKLIN 18 FOR S.C.D.H.S. SE ONLY I RESIDENCE / I ZONED R40 I I x / LLERI I 0 � Q W g _ O II O _ S TM 1000-040-02-14 {I I� OLN Z �- � 1 Lf) a +� PROPOSED U }} W '(pV \ 1 WELL N co F`t- x GUARANTEED TO &" z q GERARD CAMILLERI 2a� O W COMMONWEANATALIE LTH LAND 777LE INS. CO. GUARANTEES INDICATED HERE ON SHALL RUN F O = fD S 69' 0Z 1O W 100.O SN PREPARED, AND ON HIS BEHALF TO+THELY TO THE PERSON FOR WHO14 THE VfY u' m B' TITLE COMPANY, GOVERNMENTAL AGENCY, > Rs LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES Of THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDIAONAL INSTITUTIONS OR SUBSEOU£NT OWNERS. SURVEYED BY CRJ'J'48 NORTH ROAD UNAUTHORIZED ALTERATION OR ADDITION TO THIS STANLEY J. ISAKSE'V SURVEY /S A VIOLATION OF SECTION 7209 OF JR, ,,� _ CONCRETE PAVEMENT THE NEW YORK STATE EDUCATION LAW P.O. BOX 294 L0 :1 (�c:� S s ;i s NSW SUFrOLK, N Y 11 COPIES OF THIS SURVEY MAP NOT BfAR;NG 631 — 5 THE LAND SURVEYORS EMBOSSED SEAL SHALL " NOT BE CONSIDERED TO BE A VALlO TRC'f KENS !_ANG S Rl-t YOR 3 ' t COPY. NYS LJ'C'. NU. 4v-73 VACANT ODC904 VACANT TEST HOLE DATA 4/27/00 Ko Rio - V0 - C) l 3 ak _ HOMES TEA D WA Y- wl-4VACANT Pp � �3 lQ SUPPLIED BY : McDONALD GEOSC NCE v. c�► EDC£ OF ASPHALT ROAD POLE j6 — EXISTING GRADE SURVEY OF FD N 69' 02 "�� 10D<9 nE= 100' ����� �� ����;; ,. DARK BROWN SILTY LOAM oc DESCRIBED PROPER TY 1p BROWN LOAMY SILT ML S/7UA TE T 3.5' GOFSOUEHO TOWNLD O O BROWN SILTY SAND W/30X GRAVEL SM SUFFOLK COUNTY, N. Y �I o �I s Nj 10.7' SURVEYED FOR GERARD CAMILLERI �I Z WATER IN BROWN SILTY SAND W/ 30X GRAVEL SM NATALIE CAMILLER/ I 2,7, 2 O O O O ��S' /77' N/F MILLER WATER 1N PALE BROWN MEDIUM TO COARSE SAND SP VACANT ^� 17 SURVEYED 25 APRIL, 2000 SCALE 1"=30' N bt n6i 7�� V O AREA= 20,000 SF OR 3.44�w O,W' �5 ' 14i0.459 ACRES N/F NOCKLIN a - FOR S.C.D.H.S. USE ONLY RESIDENCE ZONE P 2 2G"�21 LLJ p TM 1tMILLFRI � GUAR NATALIE CAMILLER/ GUARANTEES INDICATED HERE ON SHALL RUN COMMONWEALTH LAND 77 TLE INS. CO. ONLY TO THE PERSON FOR WHOM HE FD S 69' 02 10" W —100.0' S PREPARED, AND ON HIS BEHALfTTo THEVEY lP TTTLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES Of THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. SURVEYED BY CR 48 NORTH ROAD UNAUTHORIZED ALTERATION OR ADDITION TO THIS STANLEY J. ISAKSEN, ✓R. SURVEY IS A VIOLATION OF SECTION 7208 OF P.0. BOX 294 CONCRETE PAVEMENT THE NEW YORK STATE EDUCATION LAW. NE*NS K, . NY 11 6 COPIES OF THIS SURVEY MAP NOT BEARING TH£ LAND SURVEYORS EMBOSSED SEAL SHALLNOT Bf CONSIDERED TO B£ A VALID TRU£ CND V Y RCOPY. NY49273 VACANT /• f P1,4 Y 0OC904 VACANT HOMES TEA WA Y VACANT F ASPHALT ROAD SURVEY OF POLE 45 P N 69� 02� 10�� E 100. 0� TIE= 100' DESCRIBED PROPERTY s1TUATE O GREENPOR T, O TOWN OF SOUTHOLD —I —�7 o N c£ssPODL c£ssPo L w o Z SUFFOLK COUNTY, N. Y. oi 0 DRIVEWAY p ' N SURVEYED FOR GERARD CAMILLERI h q S£ IC \ TA C NATAL/E CAMILLERI W AV 56 �' Q 3 WOOD 5 PS J V R 38.2' O 14.0' 44.3 2 STORY h N/F MILLER SURVEYED 25 APRIL, 2000 N RESIDENCE VACANT41 SCALE 1"=30' 2.0' O AREA= 20,000 SF 44.4' s „ 3.3 e OR CELLAR ENT. 23.1' / ! Mp.� �- i y 0.459 ACRES 'P... C WOOD STEPS 6.7' " n :s ;7 N/F NOCKL/N 6' 1 No -c c, �— RESIDENCE ZONED R40 1 � t Lu 0 f ) TM 1000-040-02-44 > O O Ln LI) Y J t N Lr) L0 O p WELL N GUARANTEED TO GERARD CAMILLERI N Lo NATALIE CAMILLERI Z ULSTER SAVINGS BANK /SADA GUARANTEES INDICATED HERE ON SHALL RUN COMMONWEALTH LAND TITLE INS. CO. 1O W 1 QQ,Q ONLY TO THE PERSON FOR WHOM THE SURVEY FD S 69 02 IS PREPARED, AND ON HIS BEHALF TO THE IP TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE IJ ADDITIONAL INSTITUTION5 OR SUBS£OUE%'T OWNERS. SURVEYED BY CR 48 NORTH ROAD UNAUTHORIZED ALTERATION OR ADDITION TO THIS STANLEY J. ISAKStN, JR. SURVEY IS A VIOLATION OF SECTION 7.09 OF P.O BOX 294 CONCRETE PAVEMENT THE NEW YORK STATE EDUCATION LAW. NE SUFFOLK, IVY 1 19 COPIES OF THI5 SURVEY MAP NOT BEA:'ING 1— 4— 35 THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE LIC E LAND SU V YOR COPY. NOTE 29 MAY, 2002 SHOW POURED CONCRETE FOUNDATION NYE UC. N0. 492 VACANT 2. 07 AUGUST, 2002 FINAL SURVEY 0OC904 r 1� 3. a)THE NEF FREE 1 WWM AREA M RM BE LESS 1Nµ Saa¢ 1 150 OF iEE AREA LF 1HE SPICE WH MID.SWC MEMS Vo LE 1.ROOF SNiK]ES ro �CLASS gloa . I trot-1�tntlla 30 RZObL) T ro ROM MAY BE 13 Y4/DlA]ION CONSTRUCTION AuV�d�K�l���®� Air o�nm S+A+o� 1.All Dflf)ifJR FP65Fi.S ON NAllS AND Cf7LIN(S MUST !L) THE AREA MAY BE 1/300 Of 1}€AREA OF THE SPACE ���F N E{ti YC 1p�)'I H1YE A FLAME SPREAD RATING OF CLASS C OR DETIER NRH A VERfiA1ED PRG iOED Ox Of 1}E RfAIiRfD V170DA1iIC AREA IS ,rly,y t>8 at>E 9.RF10E FLAME SPREAD RATING Of LESS 1Hµ200 PER THE POIDED BY VUMATDRS LOWED IN iNE LA'PfR PWWN OF DE 0, O G. Ni YFy 9 CURFETIT N.Y.S CODE SEJ'NON 117. SPACE ro BE NWILATED A'LEAST 3 FEET MME EAVE OR CGRNCE �(�O/�/] ixe 9&fX71 WMS NRH M EIUMICE OF THE REWARfD VIMDMCN PRXED ELY wNu !/ U v _6 A LY Ft7l FAYE OR CORNICE VM D 12 ,/Y RP4N '�//FOLop IO If31 �5 SOFBT �2 - (� z IAP 4aC 12 DETAIL A awmEas xncE war(sIE rsvum) ere-all D Savo axm �� axxaE z+t tar RAS %fca 54 5112 W mm"m mm(nP4 AQO�E ss'0c'? lLm ilOEaAri1E51wma a=Mf MEW sen Fiix aim +1 s°aam vsaa aYaafx i Vr 24'CE L7AY OR w TAH R-BU4 z:e z x e �r9ea txaut xvlAara� � 24'�A —_. txxAxE zv lrr RAE ��---------- ---- )z USAAM ,r•wax 10 sn� ' �M� 11113 SPF 1W pwr ik•sIEAl� ax3HE 2d mP 11AE (1S aU I$N°'�s,, o 7\16•a m mw PER SDIEWme Sam ! S WIG s+u SECOND 16210-0 DETAIL B FLOOR � � �x= � © � ,.7� ffi SA�w p slf Sns(,eyx•�, :,a QUam w)3sfsL I � X12 mm/wim/wim m m t (44!m 7HE7 pw-m IID 's WSW(�loff 7) AR mum= zxt p sff eaflal(RAE A61 IWIa27t5 II 50D lNaatC E BYdiR If E fiDT FRONT RID eERO U"'� ux*w axAEE�11511 i O ML•. at T = c I/r Smm,rc 2d RAE(") REAR JZ SPF�, OpAE 310 RY,Iasi ; Q 1\12x70%HOCK 7 I w a BOOS�IHe12 p me 111=Aw Km _ WE�RX1( ¢ � •� -.= A F7I9a m1AN 2A 7[P RAE tINOR�Q SHE 2se jS slf IOP RAE a- i p u 7 TE s m arias� b Vprlr mMmsm ,r cPSxl amens PEt S4E3 U(rim 1aq CL me mar QRST g pe o� l'1 Ire•(AMID SaW mW 4malac � r sir m sun mux FLOOR � sW SAa-L-Elma oarx+a Q DETAIL C l�lE 10} 1 b ffdNW SIE)IX 7 tl � ad mo MW a 13 sf snla(,5124'pl:,) _ mw 2A 93a RAE WX SWC 6 j TLEQ .r_ '- . \• WS W � V � � WOR SAM 1 PDEL IE]L 2,1113 4F 9L () pSf mraatat) Ufa 1C 111 Nal 507E 6 7!E OIL iDCX C2daOCHE F4tiE7EA xxsrA SxE7Yl1aAIO I-0'Fi41 E'--0.OL 9�16palID ' ow) QsoE EsaumERECTION SEDUENCFKoaEltsw I � w a sa79Ls - UF$i lA" E- r z-: _R�(91E� - Lw Our w�Ru111M $ E- UF6i � 24/26/28 WIDE CROSS SECTIONo(s1 J 2x6 PLATE (SIDE19AI1,/NATMG WALL d hOWN skotdd by sklfed a ml d*nbq opm*aroma G'r 2x3 PLATE END W4B) xt Poen mf cLq Im b pond:for fies4ppig D6er .;� n �' :a DETAIL D ,� m b a 6abR nl do(I*Lob m mm#• c3 a ' '� cj 9 I==ad volar kik m m b be i l�_." ! O V I.N aloha _ IN was Do W� ��b�� �orri m o66gatcm 16ssbp d Poor mf c*in pr hcd mdn E) T R*15A 1 MI lags dor*m dug 9m W&q and amtles en af'dd4 `` (1�'/K'dr) --fimm 2.AI maF' for basrcd sir*mm m pwided mism a k d mdt end,See alar Om kr od&W alum I Qa< Z c5 \\ ltd lents lam lad infaw bl amm is Ae Edd. ami UmdL 1 tl I at(m S Rx(s r9h m Waq huw onmI d ridge and 11.L>�d p,cth id be c ocmr�e moawA211-1992V1e i6NWm mm �•�°fodnq'Un WW mm 12.Fie*=i d ho isUW im va Ewrh&q 1�2 a SDF4II 2 b MKS d•OL ia6tcfimaand fiEN 211-1992ff aL pDK s l M mik m mmdmW sdr ie um R;'acw mend 13.Dm*W kr a20 SPF WL Sp fc&s m addae kam im n mkd5rm m mqztExYI 5[EY mm saml L Any k iM gimirA Or amea paMsas fa mmplefim or 14.N�vai doelr aed p�m d u m ekd 11 T ll 01►1 j�/S C01 Y Pv SPF l rtd m hr$OG M ,A SIX ishdd on d Wipnmd mop be male il be Edd,I dare (a"^"tlmlY ioE Nm Sia �'� Sic .aad easq tk�Y d Bs stru tm Tq sad bm dui dbum dd b d M P4f chrd(eia REV DtSCRIPIION Ail YOCEiS 11�TE r D�EE � L 7.Bdme)Heng 6m ho fake d Lmm bov;iehd Psi 16 Wir Eo p1-57 far inktion moamh We Jsfl DETAIL E ABLE END DETAIL u SK��° Ei (W&Rd��e;°�d 7. m=d br prwgj=d p,dm,d 55255-25 N.Y. SYSTEMS (PC. 25) A PROVIDE SMOKE-DETECTING DO NOT PROCEED WITH UNDERWRITE- gFV ALARM DEVICESFRAMING UNTIL SURVEY REQUIR ' - TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL AS TO PART. 721.1 OF FOUNDATION LOCATION pppR AS NO JUDGEMENT, THIS FACTORY MANUFACTURED.HOME (FMH) PLAN NY BUILDING CODE. HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS HAS BEEN APPROVED. /2 Z B,P PREVIOUSLY APPROVED BY THE NEW YORK DEPARTMENT OF STATE APPLICATION NO. M0705-96-016, MANUFACTURER'S NO. M0705, EXPIRATION DATE 02/28/02, WHICH HAS NOT BEEN MODIFIED INANY NOTIFY BUIL ING DEPARTM ENT AT PREPARED USING PARTES OFRGY THE NEW YORTION OF K STATE ENERGY BEEN 765-1802 9 A TO 4 PM FOR TO CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FOLLOWING IN PECTIONS: FULL COMPLIANCE WITH THE ENERGY CODE. /►OCCUPANCY OPENINGS FOR 1L FOUNDATI N - TWO REQUIRED BUILDER:THE BUILDER OCCUPANCY OR SITE LOCAPON:SOUTHOLD, N.Y. EMERGENCY ESCAPE AS FORPOURE CONCRETE DEGREE DAYS: 6000 ,p (ISE IS UNLAWFUL ! ROUGH - F MING A PLUMBING NEW YORK STATE SNOW MAP ZONE: 30 r " HOOT CERTIFICATE REQUIRED BY PART. 714 OF & INSULAT10 TRUSS SPACING: 24"O/C OF OCCUPANCY N.Y. STATE BUILDING CODE. ♦ K AL C NFORRCCOION MUST ALL CTION SHALL MEET MENTS OF THE N.Y. STATE NSTRUCTION • ENERGY ODES. OT RESPONSIBLE FOR ! !I4 CONSTRIICno wvn I�II" ! !I SII I I !! ]PROVIDE AN I SCA0 AND/OR THERMAL SHOCK PREVERM OWL ER CERT! DEVICES AS 70 M 110Z b(K) ON LEAD CONTENT BEFORE N.T.STAR 81111141111111110 LODE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER - v SUPPLY SYSTEM CANNOT ' . 2110 Of (( _ o it -- �I - ff L PLUMBHVt = I� _ ISI i! ol'! TWWW Ftl&Mwou MIIII TESTM BEFORE COVERING I AP AL LIMITE #O FACTORY BUILT PORTION MAR - 7 2002 T, I , T ter, <` , .., 171 If copper tubing is Used --.._.__ ......_._._..___ . for water distributing system;piping shall be of types Kor L onl CREST HOMES UNDERWRITERS SREDRTIFiCATE NUMBER EN02 - 046 DIMENSIONED FLOOR PLAN OR FOUNDATION MODEL 4428-2003 SEES 2 6-02 DWG. NO. EN02-046 SCALE: A - B - C - - D - NO2-046 rODvrA,htCe) 2002 Crest Hames. HRO.S /TMADUfactDr/Do l,.P All riohts reserved. THE BUILDER. SOUTHOLD. N.Y. SA TTA TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY THE NEW YORK DEPARTMENT OF STATE APPLICATION NO. M0705-96-016, MANUFACTURER'S NO. M0705, EXPIRATION DATE 02/28/02, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. THE ENERGY PORTION OF THIS FMH PLAN HAS BEEN PREPARED USING PART 5 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE. BUILDER: THE BUILDER SITE LOCATION:SOUTHOLD, N.Y. DEGREE DAYS: 6000 NEW YORK STATE SNOW MAP ZONE: 30 TRUSS SPACING: 24'0/C LEi 1I AP O' AL LIMITED TO FAqrp BUILT PORTION R s'L b F''L � 1 f 5 0 A" MAR — 7 2002 CREST HOMESERIALS NUmBL EN02-0 4 6 NUMBER DIMENSIONED FLOOR PLAN OR FOUNDATION MODEL 4428-2003 SEES 2-6-02 DWG._NO EN02-046 SCALE: Y4 -1 -0 A - B - D - EN02-046 ronvriohtt7 2002 Crest Homes. HRO.S bfemufectnrino f..P. All riohts reserved THE BUILDER. SOUTHOLD. N.Y. SAETTA TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY THE NEW YORK DEPARTMENT OF STATE APPLICATION NO. M0705-96-016, MANUFACTURER'S NO. M0705, EXPIRATION DATE 02/28/02, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. THE ENERGY PORTION OF THIS FMH PIAN HAS BEEN PREPARED USING PART 5 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE. BUILDER:THE BUILDER SITE LOCATION:SOUTHOLD, N.Y. DEGREE DAYS: 6000 NEW YORK STATE SNOW MAP ZONE: 30 TRUSS SPACING: 24"O/C I n �f f F V l— L APPROV tIN,ITED TO -. -_ FACT RY UILT PORTION CREST HOMES SERIAL NUMBEREN02-046 DIMENSIONED FLOOR PLAN OR FOUNDATION MODEL 4428-2003 SEES 2-6-02 DWG. NO. EN02-046 SCALE: /. =1 -0 A - B - C - - NO2-046 DCOOvricht(C) 2002 Crest Homes. RHOS MAOOfACturiOc LP- An richty reserved. THE BUILDER. SOUTHOLD. N.Y. SAE A EXTERIOR SWING DOORS 8'-0 ITEM W HT VzRO TRU S SPACING 16" O.C. 3-0 38'/2 82'h 19/4 (ROOF LOAD 60#) CERTIFICATION LABELS 3-0 SL 53 82114 26/2 44 3-0 DBL SL 68114 82'14 341/4 2'-0" 13'-1" T-8" 10'-0" DBL 3-0 751/2 82'14 374'4 11'-4" 2-8 34'14 821/1 1714 (4) LAYERS 3/8" (3) PLY APPLIANCE GARAGE 3-0 FIRE T37 11-2 814'4 1844 24/0 PLYWOOD 23�/a" DEEP j[P:1HILIP;S ;VINY;LPATIO DOOR 2" DIA. 3-08SMRMM 3382 821/1+ 11694 - _ FUTURE V. 2-8 SM MM 34 82114 17 ® ® - SLIDING PATIO DOORS 531W1830 W213OWC243 ® ® ITEM w HT 1/280 PHILIPS 72 80 36 cI L1�DLW _ L -12L CCB j o PELLA 714'4 804'+ 352/e ® e3s —� �s DINING ROOM FAMILY ROOM M ATRIUM DOORS p - o ITEM W HT ViRO I ITGHEN n MICROWAVE RANGE HOOD w ITEM 754'+ 82114 37z/e III � p � PELLA 714'+ 8045 3Y/a o M 1 F-FIII -- °} BOW & PICTURE WINDOWS TAG CALL W HT 'hR0 III L 4" WALL 3 -0 NN o ARE - 105 59-A 52114 o� �: "A" _HALF ¢ r E i i M CAP 3-PANEL 904'+ 584'4 4535, J - I w III � o PEL PCC2559-4 10014 61'/4 SOVi o N m n PEL PCC2959-4 11534 611/+ 577A 4O PHI 2424 48-94T924 114 57 57 Q a 7 PELLA WNDOWS I p 7'-2 L AG PTD2535 26 354+ 'hR0 I / o1 (2) 2x10 SPF #2 L --I.� 2 13 PTD2935 30 3534 15 l -_- 2 -- _ - 3 PTD3735 38 354'4 19 38 Y4 Iq 7 \ \ L I o 5'-7" 6 PTD3771 38 713'4 19 Ll H 7 OCT 22 22 11 ELVES \ 126 R.O. �s 22 PTD2935VV 584. 354, 293a \ \�1 -L_ 4.4 PTD3759VV 7435 5935 373b _ - - - -� -- - - 6.6 PTD3773VV 7435 71,x, 37% E- � '� 26 - - -- ----- - --- - - - �'�, ;_4.4PTD3759VVV1111Y4 593', 552/t _ 66.6PTD3773VVV111-V4 71-A 55�/e T _' DOOR AND T GENERAL NOTES _ ) SHELF TO BE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 1 ) R-19 WALL INSULATION — JUDGEMENT, THIS FACTORY MANUFACTURED HOME (FMH) PLAN 2) R-30 CEILING INSULATION 6 SHIPPED �� HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS 5) ADVISE LINO LOCATIONS 2 2" ATTIC \2 LOOSE PREVIOUSLY APPROVED BY THE NEW YORK DEPARTMENT OF STATE 4) ADVISE TV PHONE LOC. bI' \' APPLICATION NO. M0705-96-016, MANUFACTURER'S NO. M0705, y ADVISE PANEL BOX LOC. CCESSI EXPIRATION DATE 02/28/02, WHICH HAS NOT BEEN MODIFIED INr I ANY MANNER. THE ENERGY PORTION OF THIS FMH PLAN HAS BEEN J DA 7 H��11 - PREPARED USING PART 5 OF THE NEW YORK STATE ENERGY 4L a r 4 j CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN I3l' IdA L I L — — — - - FULL COMPLIANCE WITH THE ENERGY CODE. L BUILDER: THE BUILDER rn - M SITE LOCATION:SOUTHOLD, N.Y. DEGREE DAYS: 6000 ` Y > NEW YORK STATE SNOW MAP ZONE: 30 l' I - TRUSS SPACING: 24"O/C - �'� D Y RAILING INSTALLED 126% 26 IN PLANT BY CRESTI LI VIN(,' I �)�) )I CIL / AP ROA -LIMITED TO ® SG I FA0 UILT PORTION ® I LI ® ® - - I MAR -7 2002 30-STEEL - - - 13'-5 1/2" 4'-11" 4'-6 1/4" 3'-4" 15'-1 1/4" FIRST I''I10,0R CREST HOMES -NGMB-�R EN_02 -046 DIMENSIONED FLOOR PIAN OR FOUNDATION MODEL 4423-2003 SEES 2-6 02 I''R< _ , 7' DWG NO -NO2-o46 SCALE 1/4 =1 -D C - - _ EN02-046 D - ConvriahtCc) 2002 rrest Flomes. RHOS Manufarturina I.P. All rights reserved. THE BUILDER. SOUTHOLD. N.Y. SAETTA EXTERIOR SWING DOORS TEM W HT ''/2R0 3-0 38'12 82V2 19'/4 0-0" 3-0 SL 53 82h 26Vi 3-0 DBL SL 68'h 82'12 3414 9'-9 3/4 4'-11" 13'-4 1/4„ DB751h 2 L-$ -0 34'12 82'k 174 1/4 3-0 FIRE 3T/2 813'4 18Y4 2-8 FIRE 33'k 8134 16Y4 3-0 SM MM 38 82'/2 19 _—I—F 2-8 SM MM 34 82'h 17 ® ® ® ® SLIDING PATIO DOORS ITEM I W I HT I V2RO FATH PHILIPS 1 72 1 80 36 o FELLA I 7134 18034 39/8 BEDROOM 3 - BEDROOM 2 ATRIUM DOORS TEM W HT 'hRO 1 THEftL ATRU 71-Ya 803'4 357A _1CI BOW & PICTURE WINDOWS r TAG CALU W HT '/2RO -ARE — 105 59Y4 5212 2 r7�1 o ® I C -HALF CAP 3-PANEL 90Yi 58—Y445Ye > IV PEL PCC2559-4 100'/2 61'/4 5014 `__. PEL PCC2959-4 1153'4 61'/4 577A26 26 PHI -2424F48-24T2-424 114 57 57 J � PELLA WINDOWS TAG CALL W HT ''/2RO 26 3'-4 1 PTD2535 26 35Y4 13 2 PTD2935 30 35Y, IS 2x8 SPF 2- F- -1 � �� ATTIC N 6 6 3 PTD3735 38 35Ya 19 N bCCES� 6 2 2- PTD3759 38 59Y4 19 6 PiD3771 38 19 22 7 OCT 22 22 11 � 22 PTD2935VV 583'4 35Y4 24Ys ---- 26 26 N' 4.4 PTD3759VV 743'4 5934 3738 - - r� �GJUN_— ---- ---- - -_- 6.6 PTD3773VV 74Y4 71 Y4 37Ye - -- — 26 / - - 4.4PTD3759VVV 111Y4 59Y4 552a o 6.6.6PTD3773VVV11!Y4 71 Y4 55/e GENERAL NOTES l. ) R-19 WALL INSULATION f �y 2) R-30 CEILING INSULATION - - - � 3) ADVISE LINO LOCATIONS ADVISE TV & PHONE LOC. CL 0 ADVISE PANEL BOX LOC. a ROOM , TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL \ ^ ` JUDGEMENT, THIS FACTORY MANUFACTURED HOME (FMN) PLAN I 2 O HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS r- - PREVIOUSLY APPROVED BY THE NEW YORK DEPARTMENT OF STATE 2 6 APPLICATION NO. M0705-96-016, MANUFACTURER'S NO. M0705, ED TO EXPIRATION DATE 02/28/02, WHICH HAS NOT BEEN MODIFIED IN FACT APPROL LBY IT TIMI ORTION CONSERVATION CONSTRUCTION ANY MANNER. THE ENERGY PCO ON OF THIS FMH PLAN A ENERGY CODE S AND INBEEN ® ® ® O PREPARED USING PART 5 OF THE NEW YORK STATE ENERGY MAR 7 2 02 FULL COMPLIANCE WITH THE ENERGY CODE. - - BUILDER: THE BUILDER SITE LOCATION: SOUTHOLD, N.Y. r— - DEGREE DAYS: 6000 S'-1" 4'-0 1/4" 3'-4" 15'-1 1/4" NEW YORK STATE SNOW MAP ZONE: 30 TRUSS SPACING: 24"0/C CRESTA SERI.;_ EN0N'JM3=PDIMENSIONED FLOOR MODE_ 4423-2003O � T DWC N0 =NO2-�46A BC — EN02-046 O _ ConvrivhtCc) 2002 Crest Homes. HROS Mannfacturinc I..P. All riohts reserved. THE BUILDER. SOUTHOLD. N.Y. SAETTA FkV�st"Entdne�Inc. Continuous Span Beam sm _. ac9¢i.,�v. ..�alnc CY2S� �{otfle5 PnBe of 3 Page of c• ` PmjcctNo. 7 G8 L ` �� IAS Calculation JOb No. 97-1968 {t��otclq(0�e Berxh� 5 15 BY1_^_Dare, � 98 Chest Homes By. CJ Date 9117/97 Load Conditions: Roof Live Load: 30, 40, 60, 8 80 psf Roof Dead Load: 10 psf 1st Floor Live Load: 40 psf Roof Live Load=40 psf Roof Dead Load= 17 psf 1St Floor Dead Load: 10 psf 1st Floor Live Load=40 psf 1st Floor Dead Load= 10 psf 2nd Floor Live Load=30 psf 2nd Floor Dead Load = 10 psf Span Summary Tables: Two-Storms•Units- I t 30 roof live load Member used Member used P C�. r1o, 9� 9 6 8 UAit;1lftidtlr LumbecGrede�S es> ::: S n Width T Floor Bottom Floor S an 24 Wide "6' F 6'-5" 24 2 2x8 #2 SYP 3)2x8#2 SYP 8'-10" 8,1,A 9/17197, 26 Wide F 'T-4" - 26 2 2x10 42 SPF 3)2x10#2 SPF 9'-4" 28 Wide 28 2 2x10 92 SPF 3 2xI0#2 SPF 9'-1" tiJ �y� 3 x 9 GN2� 26 Wide F 30 2) 2x10#2 SPF 3)2x10 02 SPF 8'-8" l J 28 Wids 8'-8^ 30 (2 2x10#2 SPF 2)2x10#2 SPF T-5" 5P Gre P5 c 112 in-tbs. 32 2) 2x10#2 SPF (3)2x10#2 SPF 8'-0" 40f roof live load 32 2 2x10 #2 SPF 2)2x1D#2 SPF T-3" iJ:it<Witlth: La;►71pe;.Gl�d'9=&:S 24 Wide (2)2 x 8#2 SPF 6'• 1' 26 Wide ( 2X10#Z SPF 6'- 11" H28 Wide (2 2x8#2 SYP 6'-4" • Cape Cod Units(doubio bottom floor rails): i ide (2)2x10#2 SPF 6'- 9• Wide 2x8#2 SYP 6.-.). Member used Member used 60 sf roof live load Width T Floor Bottom Floor S an tthttWidth Spans that need to be 24 (l 2x8 #2 SYP M e : :(2)2x8#2 SYP 6'-3" 24 Wide2 SPF y_ modified from the original 26 1 2x10#2 SPF 2 2x10#2 SPF 6'-5" i 26 Wide SPF 8'- "28 (1)2x10#2 SPF )2x10#2 SPF 6'-3" 430 I 2x10 if2 SPF 2 210#2 SPF 6'-0' 26 WideSYP 5'-9" 32 1)2x10#2 SPF )2x10#2 SPF 5'-10" 28 Wlde SPF 6'-28 WideSYP j 5'-7^ - 80 roof live load Uditdtfk. miier. rade Cape Cod Units (trinio bottom floor rails): pE NEWY, 24 Wlde $ �n, <F- -MV U 2 2x8#2SPF 5 -2' I 26 Wide 2 2x10#2 SPF 5'- 10" Member used Member used i* 26 Wide 2x8#2 SYP 5'-4' Width T Floor Bottom Floor S an y, 28 Wide 22x10#2 SPF 5'_g" 24 1 2x8#2 SYP 3)Zx8#2 SYP 7'-8" m �,I 28 Wide 26 1 2x10#2 SPF 2x10#2 SPF 8'-0" Ep 28 1 2x10#2 SPF 32x10#2 SPF 7'-9" .P 0 30 1 2x10 02 SPF 2x10#2 SPF T-5" q0!ESS10N Notes: 32 1 2x10#2 SPF 3 2x10#2 SPF T-3" 1) All lumber splices must be spaced a minimum of 24" 2) (2) 3"x 7.9"Gang-Nail plates are being used on each side of the spliced member. i I [3SPN8EAM.XLW)SPAN_C0V.XLS r MW MEW 00 A?P/240 VOLT SERVICE ERM nSC mqn VIE L Aa mta:tIft h Fkid r 1 +2 VATER HEATER 25 10/2 a/G 'by oa d m obWethia perfa4 1 ft td 7•d-&ctltwrar ard ed at D'wd wd al res of e! the � ��������� 3 VA4f3l 20 ]ti r m the dealr artyr Wakr, per/test an *F6 x b vdx drlr[tas ft 4 APNlM E G-D 2D 1212 s/G L At mdrtrs and *rrL Nath al Electrt�� r lonqkeit 6eQn t and Ride/RumA 5 APPIINCE �4^mftrvgy`"t shat faV be*ed h sub a Horner that 6 1212 a/G ® reealtad lo6r to md..'d h a "mrd h OmtkIar lw Lbe�1 decbijLm� a 4 d ac ete*a d of ae t rd ^�^��0� acmatr atl alana dOdr t}e \vim (`(ll�" 1_5 14/ tlr n/14 l97 i sdtahle Yalta for theF hta.}d mnec�^ ffi M Ybis,mahrmp 69e 9 14/2 e/G i i MBE THA 2&kc baseband haters are reapfades dthh 6'of soh f.at to �F}r ntd edls m vtDa the fotwbV 9 LIIdfT]1G 15 14/2 e/G i TO 1st 1 ortrfse kMs and reaptada hstalhd h emr*tr *th*a vi Ratrcted bxrs of 10 GR S 4 s/G -.. FLIIR sta0 k SLlohtr fr eYhetr 1O^'Act'ns hstr,et}rs II Didrm mn*jTs fiat be N rrW boas U+12 30 10/3 r/G BEN" #3 ; f CPT.110 b mt m n A vrda kbemr•Hat be served by at Inst 2 w bnz D DatlaVr a mipt me 611 13+14 40 B/3 06 CKLB9 ' `meted �ldho�nJt,ttlrr °"t d*�a m of hsrbwrd karts 21 A vole obtrc a sw be"'W ksmmt draft IS FiBi)YCE(CiAS/[BU 6 14rz vT ; I m hterre d 0 wt vtWs Flan*m ap�bit ro fat than®Z of a vat m od)amt vi otthh 14 of d yrR}n l5+16 17+IB AN CQOATIINEt30�L 40 ]0/3 t/G[IRS aectrt O�edet to W atter Il BaCHAl aawaar oFa rd dvk bal odmohle areees \ ke a Fbim as ad as d 10 at tle rear anter d ttr a b aft hatlraa ofd eetrrtr GWJAGE WiSAL 19 AKM 29 122 r1G � lID1Tm1 YAHavalmmbe per 20 FREEZER �r �W an 4 mwmd e&CbidPA rd aad'ora to 22 RfAt 15 1 e/G m 44 9 ard/o-artlrtt P'm' d crest regttreft of the 21 Nim hst0 clothes deset IS i4/2 e/T CKLt22 r tka(Llecbt Ltrk and try loo! gun skt be dow a gfoa 23+24 o I ' 7.Type W caHe shot be ser R9t'amtc rnieatd r ttassed 25t2b VALL OVEN 24 30, IR W7 us raj 4i/L'feet waits 9d attar X T e decbi d srst,k L4h+t dth a sot m d 40 eoa7 mrtlet bmt r"19 fa•a sh0le phone 09210 ad bP r a s fcm mwtwl" 27t28 CU TtP R BEDROOM I t�ffrbe Ach � sr y„ww a}e• o etr hsLOalhn 1uatmt Porker W hmted { 40 0/3 w16t are to be&W hsteBat The parr(boz has its Ruts(badW acmr+V to LEL ktHe 4" 29 40F911 MrR ARD�D TERS 20 O rU 12/3 t/G�A) i I Ezbetr fkbres Ado?sq*d to��'�0 tO dV Hnraraa t r i an m be fewhstated t CMR 1ASE$14RD WA71R CBO]RTS VITN LPTD3i4L rC a0015 OR 15[16 Ef>6 v1 arx ® F NE ' k �'� EALH msmku M=SEINI KIT EXCEED 3m ASE° F9;v9� j �i ;; 1 VATM AWR 15 LWA BASown FEETr . . ' a SECOND FLOOR 4. rmn Lij Q C, AA 0605A v EXT44 �IESSIONP P ' t s ars ® l f I— a� DPW RWX ED aTamHORNING a�T - _ ---= r' u Yrrm isAAW o I 1 ; % cuia LEGEND Q = 5 W r i yp PUL[FMLN l9ITr IAPLD(RFLFPT f15 AK') : ' e' FUM LEVEL F¢– > s' Lf Wig LD3if CUDU LEVEL QS ALP) v — 1 i' ci ' EN ��m� � N LMAT IFJ(TFR IDM C'EH M F4IVFRED VENT ?�VOLT RETEFT –o C:) t ti u 12 ® 149 CFM W RW HEINVER VEMr d6 VEATFfRPW RE EEFT U) -__ o -i_.A R1---- y SKYE ME= AC/DC MWEXREMT 01 LP) f� } $ J FEIN LEVEL o l m TFFJ=AT fk M`LfX RWT Tal AK')CA `c DO LEVEL :F © 17T.17 ,IXTO BID( ® BEAT RmS1ER --------^–,.•.�-�–�- FIRST FLOOR _ "�PAIL LUfL VW.54 CFX SCHUL T HOMES CORPS DWG. SIZE SCALE REV DEMUFTMN DATE BY t FLOOR LEVEL RECEPTACLES ARE AT 12'AFFcAmNET LEVEL RECEPTACLES ARE AT 42'AFF; WALL SI LMB ARE TO **BE AT 48. 11'X17' 96296-54 22'x34' t � 1/4'=1r—o• .Y. SYTEMS (PG.54) F Minimum Load Calculations Maximum Load Calculations 5000 sq. IL x 3 va = 15,000 w 5000 sq. ft. x 3 w = 15,000 x N rtoat MTs 2 sm. appL x 1500 = 3,000 x 2 sm. appl. r 1500v = 3,000 w SiEEL PLATE MIN. 1/16' THCK i•) WIRES RAN THRU BORED HOLES REQUQ2E /r ��j �a 1 laundry x 1500 =_I w �00 MUST ADEQUATELY COYER NOTCH A S>m � OR BUSHING 1/16' THICK (SLC f/ �� /J Total 1 laundry s 1500 = 1732 r TO PROTECT WiRE UNUSS THERE IS NOT LESS THAN AN PW /r L 19,500 w garbage disposal = 732 x 1 1/4' OF VATERIA1. FROM EDGE OF � �EC�/'§�/� n First 10 kw ® 1()OR = 10,000 w dishwasher = 1032 w "D MEMBER TO WIRE U (�v Remaining 9 1 0% = 0 3,800 x clothes dryer = 5,760 w Z) WIRES PASSING THRU THE FLUOR S1W1_ SOF cook top = 7,200 w BE ENCLOSED IN RIGID PETAL CONDUIT, INTERMEDIATE I l y V�' 0 c.M YFRs09� 13,800 w microwave = 1,596 w KETAL CONK EIECTR1CAt. METAUX TUBING 13,800 x / 240 v = 57.5 amps xall oven = 7,104 x SCHEDULE 80 M RIGID NONMEIAIR CONDUIT, u' water heater = 4,488 v WIRE PROTECTION DETAIL OR OTHER METAL PIPING EXTENDING AT LEAST "0 3 v'a Circuits Reouired 6'ABOVE THE FLOOR rn a ' 1 z total (fisted) = 47,412 x T �� � General Lighting = 8 Small Appliance = 2 First 10 kw 0 100X = 10,000 x _ �aA� 060 NP Lour-?- = 1 Remaining 37,412 ® 40% = 14,965 w 24' MIN. EEGWA BOX LISTED FOR f ESS10 I 11 Total subtotal (calculated) = 24,965 w USE IN RATED W" ASSETABLY. _ Min. Main = 125a 2-pole drto electric furnace + EM Min. Service win: size = 1/0 mrg 17,760w ® 65% = 11544 x FOR BASEIIE?IT MODELS PANEL BOX IS FASTENED Min. Ground wire size = 16 awg total (calculated) = 36,509 x \ UNDER FLOOR BETWEEN FLOOR JOISTS FOR SHIPMENT: `-FIRE-SAFlNG MATERIALVFOR CRAWL SPACEMODELS PANEL BOX IS INSTAM 36 509w 240v = 15212 a TO FORM SEAL AROUND BOX PER STUD SPACONE E INSIDE THE HABITABLE SPACE (SEE INDIVIDUAL FLOOR ATS 1 ' OPENING. ) G-.— w e o 11 Min Main = 200 a, 2-pole circuit DOXit MAX EIEC BOX SW = 16 50. IN EACT I o Min. Service vire size = 210 ax 9 MAX. TOTAL AREA OF ETEC. BOXES PER SQ. INWALL 100 Min. Ground vire size = 11 axg I ELECTRICAL BOX IN FiRE M � ; J T o �! ` \� q tAeam r< Llsrm RATED ASSEMBLY DETAIInan amwxL 80X W5fA11 ED PER RVI'M MDSE ¢ o I MANUFACTURERS UlSfALLA110N a ! Q INSTRt1CT10NS ' 0 _' - s" IL 2x6 SUPPORT UXK (2) 150 NAILS -- tt = tar txtaltM(200 awl axx rat DRYWALL 2x2 BIDCK 14-2 CWPER vttTE MITIM --r L'1 -CF) = r Amt —m4FR l N � 7 r.- n ='�• til r> _ CETU G OME MouN11NC DETAIL ; - - - as EXTERIOR LIGI f INSTALLATION r'- J \. ; TEE CYTE U WOL WER W _� a \' PPW S1SU ZU BE 5�t6'4YIID t1`.D'L S VG NOTES: Q q .- N'nwCE LLT BCfM ON sBE is TLE 44Y1 Bp[FD GV SM F- `-%- --o 1 all aWIEWE AV sERrcE�rt'+ETtt 1.) Receptacles or any other electrical boxes Q Q /loll mMLC1oR t� ItEIlt1IAL 6 GfdDUNDFD W PkNEL �ob� h fire rated assemblies must be Tsted + o ; /iii 14/2 v/C ISk and approved for that use i � l o , rxac,lt� a/ 14/2 v/c 1st Lc lbBin tTryer t2W t2/2 v/C 2al 11 aVG 0" 2) If whirlpools or pcozzi is installed in units, I - ,� /z4or tap Y/C � c a GFCI protection must be provided. 1 I 1�5�2`4a 12A tY/C 2[1 3. 6t ercmiechon of wiring between modules f t' is done by either amp connectors or ' o ¢ z ` °'43 1` t G� 200 AMP SERVICE PANEL boxes. junction w/C sal 4.) Receptacle mounting heights- I j t�titer A) Boor - 12' up 157/24a a/s r/c 2S4 ) -- _- axhk Fv� 150 EIFLiPoI'.tL SP17�IIATICNS EL Countertop - 8' up E> F� 1�atcicut 2 z��� � Sr,U T K/Z4t� 10-�-r� � Pte•� 24w, iPFt.3 .v�7Dp amp mnin,n, 5.) Switches shall be mounted 36' to 48' HOMES �O D p. � fix� IBM �i 457//��4a 4-" x� TTM far cianb 9� 4it Twirl or Type above floor in a consistant manner.mpL v oEsen,PnoN 11 V 1►1 1 ll 271/240r S/2 r/C 404 Sngk ° DATE F. t2ar 15 6') � and Loured recepWdes are to be /�Q1P, g°'°'aeg hP� installed per ManufacLurm Installation Instructions. x A L 8 18195 HI 96296-56 N.Y. SYSTE7tS PG.-56 wt¢ ') ems i a AT BE?Mao X A WMG%U PW4)ES An. M FM pRBUjU FED fat¢ M AND&HDpC CME RBXOUMS 2)N IAMRS-1 A � LES �TT{4PER RiSX�FFDR ClA71XC �NUM NJT 1.�Ner Y� C0R'0"°r°r1h the il.K+ber d dzln bid X TAEtE 5-1 ka M �M (K Hi RlA1CM CCf67f LCICk1 PF%fVF ff Rf 1OGL ROOF AF FA 61O 1 11111F!E O1F11P(S 2 and ft*d fid fred of�ln++hoad hmtu5 d�i �C�U11U V�CQ ff oPEH{gfW AR WURATM RATES NOT ma 40 WORS a&WE AR 34 CF.CXV F'Ex 1-o-FAq 6sz1ALL $ �C c� °71aD' C0"f«m m m eppy, vd per�,1, �(/�,, M d NOT�Pa OS CFL tIIt SOINRE FST CF DOOR AREA PifTE71uTCX RITES ?&E 11-fi{ 9WL MN" 1 1z `/ 9iill £TESTED AT A SWC T f�9IRE DFFERETBNL EL1 N Mll 1 7O THE 1 P�a e n d d moo d PRMW OF A 25 L [XD. A!FYT ID TFf Lr RMA.IT[k8 AND Goo.41y Er"Caccx6m Cm Cam*'Yak ^a�do n r6it a¢vrdmq 5 4) � AT�OW REzIMTAT GP/�E ACIFLED 57/Ap4�5 0. iTtE �'lam°Z t 6 d Uy LOOS FROG u•OR OBER 4.411 AbO of 9M rah dd ba o A'w'orkCode� 1�f-L 4 kL Apply D(C7S 11JC17ET)OU19OE OFA 9t41 ApM0 TEAM AGE)a OEM amx r wdh IFPA 211-1492 11 Illi}I A MM"MM aE W BS > p'�AAT1Of1 71z1a1 MA�FR F�4 ETRE RATED ASSE),gfq , �' 'mn� km be, niq 6-) 'EAT LM CUAIATM nl EE Man KM EACH aero leer%adMoRL i zi@xl) RMUREs ax LUSRM�xox O 4z cWRFW u r t�a��,the*,,, u 1 XasPa S1iA11 MLRY 'P'rkg hv-';h N door std be be p4a c rrn H(aya}n N d'd 714 �EREOt1Rf]fGa gado cn 1125 TEPA 54-1991 Fiera Cda 71ldJbb FRE SWPa USE F%hUEp �Erb e4 hmn Pw�m For a�Je ar 719.1 }Z Ko"FTX6H TO BE aA%C OR BETTER• 6-A6 6"h mid W wafer p�oust b,imr6hd �6on A= MATERKS zu MLMLY TBH CUCE M-ab rhm bid in adedad pom16 d =9T f - ---- . O7 pgig and --- --- _ . ° WPA id be iohed a 17. h dd'm a nm e3h 11FPA Ji-1992 +F N aea for 85 - -- Sua , amd'"A m1b GIM Y-176461 istaw it d�dd mid� Th,,,t h i C..�._� � wn�,mQ--d�r6ic herd dd 611 mrm x{ I £••�� -._-"-7 twat prodii'9 eQral�d 1g Q�� � _ 1t1.Je °�Pf°rca 11Th6ur •std nt eabed 175. d+al am - m S1Nb dd ad amw lX d roof area _ :f 10-bear fed d tm6g eFerrtr»h mpiad m ba6d 0 Wmfed spam m m b@ jdsd ��n>bd hm d b(> hey dd Zt.a c*Uatizo pmid3d per us�Coda € t tAAXp Died or wed cdadaw hoot be� Cud ro l dd to f�j rdf,fFPA12 OxUW 90O 19AI � p n, cd dre imiato 4 L 'law iariv,7m,mead in ttit Ld Loi WRY tat�MAA �dh the uta >ah tl, 5r�c d .d,i=d ho:tuea tape a - -- wT5 Samoa llmz foc I ; CL t>xa 0 �iSl1 Mwf7 ¢ - - �G.MYF Pig J - �� c=5 �J► .•- `533 •ai -rnF h4J3 1 2 Q - O Na 61 �K W - 0 0605a E- 0 9 9��ESSiONP� M=9" 0 MPAEkT pBnmva r H lb qA r O II-W1E ff 11a11AIDl RgRB v I �I i_ QAZN�MO aus %� 0O CK-Fitt am= NNW aD 70C mw 7S MSE V pmarra UUM Ki ME noemu gas � tea w �, MR HWX EM fl n FK 1-23MAaE _ „ W ff�marcs lEFnc x-11 11--11 11-11 V mmX rr mamas sm4a -1 E ux woa tss - MR MU un "E'er 138im D'.F lwr >Efs I-ZS r-u RA AKZ ¢5 gfp r�'' LBI '1-WD 01 4 �` F73 11-a �F R�ui 15 sF11 (1.7 OE4F(D ff>.g-A liv .�SM� 2w Aro 1!1 Mzu F. '-QAUC NLl sYlk rW EIIFfD rn W DE 0173 ryl AFEi (117 ks fRD ff�.s-mtw 96296-57 ULT HQMES CORP. RWK DVG SIZE qv%1w '�� ,f_ SCALE aeA °�PoPnoH L vat Hoax 1' " `�, tir>�D >E �MEO , a 11x11 I/8'=1'-0' nLY� TYp11X uE1J(4yCA PLW 1d fA°�N f b TL mms g>.� 22x34 1/4'=1'-0' Y N.Y. SM&S PG.-57 F /-1 1/2- VENT 3- VCM TAP. LABELED BASEMENT 8 ii �(1 1/211IN.) GAPPED OR PLUGGED tl iiI ; L FOR BASELIENT MODELS. 1/2' VENT PLUM niD H NR CAP SFW1 1/2 Q U �J U l1 r i N 1/2- SUPPLY ;; CONFORM TD � i i i � 1 R CNACHAMBERLANES ;; N.YS. BLDG CODE i i (NOTE 18) n 9022.H 3/B- A 1 ; ������ 1 1 1 NR CHAMBER ; HIGH SUPPLY i i - t , t I S/B' / (NOTE 18 ON SUP PL PAGE 88) F{ 1 11 TYP �-- 1 1 St n 1 1 1 1 11t 1 L —� : ; 2- ORNN N 2" `j 1 1/2 ' DRAIN - t 1/2' DRAIN —�,11P-TRAP ACCESS FOR TRAP SHIPPED I ONOTE T� PANEL FIELD CONNECTION 3- O(AN BL IAVS ARE ON INDIVIDUAL TUB—SHOWER (GARDEN/HOT TUB/TUB-SHOWER) TRAPS AND VENTS WATER CLOSET" ,/r SUPPLY LINES WASHER 1 1/2- VENT—moi 1 1/2- pF fE[y 1/2- P-TRAP ��G Y COUNTER AP O G 1.i YF Q,9 1 i CIO" aE R >t NR �, FROM BATH VANITY a oPr. GARBAGE J� a o CHAMBER ' DISHWASHER Y-DISPOSAL C, c i� (NOTE 18) i 2- �R ^�D R 460 ' l i., ? 3 SUP PI i i 1 1 ' . BRANCH TAIL PIECE AQ = >, TAP. t /2 -P-TRAP E$SIG ,, P-TRAP (2 W/ LW.) 1� DISHIWASHER) 9F i KITCHEN SINK mal"EmrCLcl ' WfiH DISHWASHER 1• MTERIAM EAtuRFS Afro Q c 73 - 1 AND CAR13ACE DISPOSAL "AM XM AM�E 9MO t�jupg�'BE Of �- 1/2-f SUPPLY 1 1/2' DRAIN 2- NER YOM SWWARDS ARE M70 9H SMMN 1z3q l f �f�� E � �� TO DISHWASHER (2- DRAIN W/ DISHWASHER) z s¢PACE a FOR F11DG NDtSQLL e } POlYB1NC ~ 1.DISHWASHER SHALL NOT FLOW YATQ+utS PU81fiWG}�,gHy. .1 2 KITCHEN INTO GARBAGE DISPOSAL ___ SINK 2-DISHWASHER DRAIN SHALL RISE AND PLAsnc rtATlms 1 Nc um A71719.1Y-1917. ¢ �Lj G �: _ ; FASTEN AS NIGH AS UNDERSIDEAFrn Z124.1_,�, „ � 0 ? 7�- OF : .� COUNTER. PLASTIC 2124.fA-90 AND Z121.18-91 `` C) AND SIIONFRSpUS�IDRS AAW 2724.2-1987 1 C i♦ WRH AoOETpUy I ;� v < `•' S AREA Z1zuA-9DCL a (NOTE 23) F7%R)RES RFSTEELS USE: .A'M A117.19-M-1987 ¢ v �O S VENT THRU ROOF MTREI a CHM PUJIMM FDaURES NAI A11279.29-1990LLJ ROOF UNE f pZ O W _ � �COPPER RAIE]R TUBE,TYPE[k L �Y aye (/) r. COLLAR \ Sam REIX ASTM O `, 2 > `o �N 472-9,T t- i i ... Q .N , SECOND STORY FLOOR (NOTE #�) i, EM Fn7om IN LNOMDUAL WATER p 0000 = A�IroRI E_BUDIOONE _ OT o '-' -O U ---/ AS1Y Dts� e9 . c3 o INSTALLED ` PtA PM 1S LAas7 � Cn �! O u FIRST AMR CEILING NLDYN -BUDLpEp� t t \ PLASM FR194DS SOC7 SC1m 40 AMU D24W-90 O � 0 SOLYENr t• I, I� BRANCH 3' MAIN STACK �, DFOR' � - Am Dzus--08 .I Q Z � I��j� \ 1 1/2' OTHERS m=41" ]>amumm II WATER LINES--" \-DWV PIPE -NR-UP SUND{I= i ROOF VENT A4L A/1212-1991 PWMBLNG CONNECTIONS MADE APNmPUEn�'41CWt�TYK F'o'E ANSI/ASSE toot-9D 96296-62 THRULOCA MECHANICAL CHASE ACCESS PLLW C F=URE SETT COW O<1p LOCATED ON PLANS. VACIPU&Up,;ERS Mn =UK FS n P_t10M �LY 4 1973 SCHUL T HOMES CORP. IST TO 2ND STORY PLUMBING FOR SHIPPING PURPOSES THE ROOF OR SECTION PRE�afETrPE /A`SE 1 REV ➢ESCNI♦TTI@H OF THE ROOF IS LOWERED AT PLANT .ROOF VENTING ANSI A11214tY-84 DATE BY I ALL MODELS NSPC N.J. CONNECTIONS (TYPICAL) NEEDS TO BE COMPLETED ON SITE AFTER ROOF IS SEE 1 L 1 N.Y. SYSTEMS PG.-62 r WATER HEAyEn DETAI�r� // �n]1/��/J//( ,p`�q L nua c PaDuuD ON WE MWL LEET ALL LOCAL CDDEZ J � LS C LU Lia Icy "ALL i10O4 SUPPLY DN:nnl�q�MMM ngp+q�F1O°R O+IY. lE�f 7/NN 41:7714 Q�����OObi�71 m '-IL ]1.PRtl4MLLEFFE ��• EU71 3/4• HOr WATER, g PAMr 7174 oR 7]¢J NrD VACIELf4 ©RFA1O72 TELPE <" TEo at GwfEo w s+"ti aE w 'L cm WMALIT��MOp,�Q 10 PPE VALXIUY REIJFF VALVE PRFSSLR£ =:LEE a- - t;OfplQ mc•:^ _yy REDUIF7FD WHEN TANK VALVE r.v-i i aaQ w¢° ro•nm reit rsu•vim Pt .,,:: --- ISEa S6ON NOR R. L un0_ttxTa ARE �� 14[thn�} u -1" WA" M Prim Aro MWILL a OMPA P'Affila pre r ANO LS°m3E 40.WASTE AM 1E7Lf 116 N bouts AIE AHS 06V P -R"FLT �"�Y� E AMR WA OL 3/4• COLD WATER DMEE M FEET 10RQ[NDN�S,Fort SY4SLtR OVERFLOW PIPE 7 fCpM LpQAMfl@DTEOiER �rml n o En3m.. ��nof3 mm31 HolMMkMW_vtt ANQ VERTICAL m Lp.�y� f A s°MOSS Ai0 (RE m E LZM LMS 1.�S CR�' wo Low Tm nn" awm Low ISOLATION VALVE AN APi'Rpm A[aA,7 61a1J /IA6E11.m�'- NL SLPPORf nahM r 90 IAMM N Muoa L Q 24]i �LEMRR ELOI n7W WMET m TMP WON EYDtr 10 FEET REQUIRED AND DRAW --1-�' 1RR1tDv.1zt74A naw 2ATORT-0 GRAY 6��w1mluW fiT DAM 37�dTtAn tJV6A7f E itE7 VERTFp o0R1at1sAY A 1LR7FR IS nooFM ON R TORS TANK II jpM SD u FTE Low�OP�OF IME MSR. Mnff=M�mFIMM AMEano""o!q6T 6 ON FIRST OR -i'LLII. NR CUSP T(l POLI 4T"mmoNOY.WM4 La=s m 1/4'PER Fmr. &AMM NOE ON SE smL E APPMWEO OF CWAL SPACE'per PUS ALL OOE Df mn"r WnwL��BTEE IDgL it.M MURfaq IIDFJRN HDOIt LaIE 6 OOE N 711E RANT. 7F21m PFA ILYS CME PW BFFOE fIID �Tm 90rO E71105.E. � FovotP1O m-er DBIER'anuxlL OR a nnn- �on PuAmm 3MSIEN �m M R'�PFR M.YS -�catL.lTlLlll v.Iabolr Pfmt s°qA ��BEFORE�7E911M C Zj U_FBan E lift KiS BE®mt PE1E1R°L7M POR NOTA PAE7&r OmAPmF N(IID AT 1MIL7HE DnW_ P]R(KED FOR TEMiCt mm/al 7fto LNS7AEL�L�S�i00fl�PIESRTlINC Dt15CQ DFDICAX P AORLSTR. 3130]1>tatl - 4,�PAP�7 OVERFLOW PIPE IAU.BE PaVUm14.ANTP-SZVD N°N TER L°oE tM211 e M0�Wami m iLlLI7✓< �R19I m ALL MaKOL AltEASEIDIo N�LAW OU114 TAUS�gyLLm i0 IN UDEjIIED __ AFEAO �^"�RVLL E LOPE ow AQVMrsi ILL LnevnN of INE aH7ER eP F�aE ta6e°m LPFS N w&B'EXr AE BY caum PFR LDGV.am mm 41.UIffS qql m FDO{a� AIR CAP 41, M a" 0FULL 1WE A j'w�ti CMA 2 1XpLy/a&QM J NAk FOR FUEIIL TANK PMI ((YY R PAN 'c N�Apr VtEt>; >M aeWELOM UDaTN of fcE1uE 7Mr qL 7o i FDR"NF1 BURNING FIELTFRENrVENT • PROVIDE ST IN PLANT FDR �AT�6ON Uw�ORYMFER LSE m StN(6IIi1 O6iMrA&011 i 1/3"4-r XaY-O;J!*CR S��* LL SE 7M0 STORY. t L o IaS A St'43E LEVER�'.N M1Fa0O1t LD{OlP 4i ANY A1101LVAL WOOEN is ... OR AT mEsfER SNA mR ZNXZ LOPER NMSLT �yNmc"m"LL E LEFT N�7O MLM mrtne � "' L- ` S CR_ am/DE M DMNFFOR TWO STORY) D.AL EOR RO{t 7fE�O'8=IE30-M OR MP M j1 N �R�BY I > V ROVI n."ILP lgY mSeJ t Cxm K W��aXEo of TIe CLAA ,6m pQ !? c ` ro LaE PK=Pm6W1ID ABOVE HDOR FLM%DISE N fmm MDspoF���0 mWl�F=r.PReM �' AN ORLFL7mC INCH SLOPS�RngL WE rIIH A 46 F7L71 _U LIMERO MGMX'R ' FEAR a IM SQENME S'AL'E P .FoaW 3WLL E BIOfVatytUY 1 .� ND M A SFLNL EBE PRT'1! ElER.7 t 9W.L NET NIT smiaosm 16�IIFPIY PR. StML1 E N25 lGD a• 4MLL E PMOVCED mI I /O� ` `- FEDOR A F1WON IlfS rDc>E 10ZP! INI FiEE Me NR 31DPP/Q U c REOVOED M PLAMr tORMeDE FRA mmm TIME�O�Yml0E7Y6111134 t N°L7N"L 3 LCmanvicwN�AGM ta,e 1 ��}' NL7.LEB0.DIAm41 NA�ypILN�R 6 L%7VDtID OR w DROW SMALL PPE"! BOE FIDOrt L1LLSE OO<SLMCE�EC7 110F16+Li INTER LEA7PR IE1FF ll N 0 T 0 S E 0. �FI� 11�1LP07C! r •J - C HAD=PAEE Pat �+�.+�•-nY A yLSiSE Aa D+P nrPUA�Lsc°Eranmvtmw c 70 A m 11DSE® WED N FM.701Ir WW OVOWM A'r V�E7R�'Mm s WiALL EEP10-- Q 1 � '' � � c F�OR DOOR No Q`Z OR CIL UUUt®N tWAtFRminvTM m Wt NaDNDD aCR WFEi T'Q°'ie cmD iwTERElmrm uEr Ev-�E AND ARE J� ��i.BE w Lo °F°ID��um"is Cm far OR m °DE � < D 70 FM Fsll� X'AfE�Wr BE Lmm PPE mroA FM�FTEE DN0aWt4TE NFAIFD AREA OF 7�jEM�nM _ _ 46..CNT __OE MADE moot �. j^ a02MFW[T OR SEL Pa11 ITE Aa DSP SHNL,LLQ R1A@EO N LOOLEES�MyE�m'aAitt UIfS M0 AN PLASM�SEM11 ���p�a EXCLUOPli [L � 1'� `J <' � __ NAR ACcax TWA QDF7 NIS LOGE PDCWE_ =MILL E R4P10m N PWLr R°0M iPOFA EWER - W VIII •'+tL QfNp(F60LME LDQ ME P�0-ti k QSUM ASSna-M �EN 06. WO�S A 1C. SEE Q -_z fn SFWL SE RAam Apo Be" T*&,al IE ROOF - Zul rMi CONEI,7A+Ia DEMEFR ROOM OF ' `•: ` �: _ d i XL wAn-4mNm AMD I"= UE J i .'� *, =TEM CKISE P1AAT mum mum c e v _ - _ :+ E'Wo MOM QE EN.gA W N6RI MANr M f— u COMPOFIRE UND COLD COLD MAZER HDr WATER sL�tAvlOofLfs •�zia FWc ` = ti 1 !; C. AND ME ro Fl7CiUR6 ro FnFRLRES OE)tu rcF< 'LVA)MM OF MW DaIDLtT n tM40 RDarva PaaLtPn N 03 ps PER xy-m wL'-z LZ SMMN 15-014), QF N f k1.y LRIDY 1OGia AMD LAtaORr A AcWM ALL"°"PVWtea �� ns v L' w :_; •:� c, j ; -— e n SHMKft AAD TUR WIN 3HM"�AM oM� �P E°Gc��1 �_�gS 9� ¢ � - AMOtaoff im Flow N6LNBL W EE]7?FROADE CF L4TL`tD' AEW;EFE7 AaVjE�OppVE `5i `. v~i -1 r E r I • .y �. � ,° ii � 4 j 6IRDP0 L 0=ET ML.1.COM"LL MEET FTE MS f') Lir.�Lr�•� •y l� O <"_l ( `L Dl Rme]PILO P0P.71 OF FST i-d M ? Cl i j u CW DL6AIFR TLV PR'AOES A 1q QMIL FN.E A e- :.7 LZ I �: =� .) U +n DEMING Lt'LLIN mm SPOUTCIL NFA LROFR J1 �'� v r_ �Q cR A L6LDu1 MEIYOA. 1OG aR SFwL E PR7ADO tlmL ' c Q L 1L E"AONAmmo am f3DSE72 sat.E �A �O' O60r-��. �. _c,7 � r0 _ a 1 SLOPF4IO FLOOR sstEa LR6R'D m X3 wmMAttamnx p1GRDf aRm tf1WL E 9O/E SS10°LP �� 1 v 0:1 o COMPOUND O I O o 0 ' f I< z GYPSUMCRAWL SPACE �, o ACE LEDGERS ---^^-�---,� BOTTOM MEW HOMES E'S CORP. FLOOR FIRE STOPPING AROUND DRAIN AREA �YAID2 SUPPLY DEf� RE' DESCRWMN DATE PWIIBING OR SHOWERS do TUBS Nrs DEEMS • NA 5 22 91 6671}-66D.6 N.Y. syspS PG.-66 r MOIFS 1J R¢Mac 1a iD!0008 Ym teMaar sc¢aaL MO DEL ��L�� ' :umrimlmmn '1tn' �F N.E(V y I AMO MIEA7 Ica Um alas Ali=a= 4c O 1 I ro APl•MOV,y-R7 Dmp1¢Y. P� G,N.Y�rR 9 L)ALL 7'm1r1pUAL rtcoM n.AMa e71 E 1111Ma(THE - 4� 3 ��a�U V �n> inms�u farm w n�a[nuen(� m' wr rAn n u �ar nr lr. rw `'� Q- .r AT ILITT mE ru(E StKf:Iv Pmitic utrzed• • a IT •+1 I7LOe Alert oI 150 M eL 1I/Wl NOR'�1r.+t %1 fACVE A j (' �y x OTM n0`/f gtp614 SNAIL IN ti 101. ? . 4rQ+• z K !-)COLtM10 Ly A WX M=a? pO�aION OF Y'p1 MTS]11.1 (n .� rfT'►1 n'A/Fr� /uYC A pOL flDl/f OE Y-R', ncQrr fJR M4tBftAelt u- SPACE UKXR A II11PED tOOF rllp2 US(;INE ROOM SF.•ri G� Mur[A CM Mp MnONT or Y-Y Pnt NP]11.1 (P �a 1 •d)WOW"AND OOOpS LOCATED M mmwAus m!E `cOp Ivo 06-5A5 P� �AM�7 uvw�'yrH t�loR ImARw1o�¢tt>w ONE N O O O p�7ES51� m i 1 - - -- - - - - -- - ROOW I 0 PWIRT • N c' z I 1z " NI L m-&An kW � Ipe lad tea( OAX Ili WL FOR �j j IM N G � 2"IR6S A __ fd1NG0 GME I dal in OW dad I,drf; h R.1e1R:GCA N ?•y I FRLL)' ' 4(NR� c I �*^aa d Fd @1d gpina C - All uFDt� c I in.gmrdnag Rpsdedwssfbaatf� ) C ca Ec, ' O O I S.ow SUM*m Addo=64 d I, ( a i n m 4 I ISO A..aaM�(Wa19 Pd*m dd 4 I M L rt v I h�pn Sign dd 6 Ist+hd - - - - - - - _FlRSF FLOOR - - - - - -- - - - - - -� Igh�p.�Frh�rag le mw d A3 w ! - dee�.q Ind-627�dd;@e�1• Q r 0 o o E TWO FAMILY bm n�b"amT Rd 6migi d ars 0- LJ .- O C1 c ^N 30'-0" TO 76'-0' wP.q AI d Rfiq w.tr I.dd�d h tM to i F-. O :j rJ i TWO-STORY I (!N 6• IN^RF-VENTS) d4 d aStr da Q rtriwa�9 g9 < O c� C A 0- t- Il i p O E cicy.(bca.k.sb(rdyb�9 ? " ? O , dAq*'A mfrs mprd ch.d Fes- a LL k1) 7.nbceddaY(rr4(IQMd2L to1 C G� :v = c, C1 Q � G /, [., O i1 ? L tom- of o - — — — — —— — ——— — — I a I I' Q . pea • _ I IW— •, 1 �, J •\ I C;i .O c, ( T — C ' • O r , Q 0 G 9 C N 2 I V) ^l �'- :. C• ; y Z \7 O 0 � I Q' c � tE C. o vt 0 = I -- I Doff u¢6IL TOR © v' = I { a �I r� o 2 AWAIM ow N (SFE PXE i .�.. F 1 FAW Un 4 RR DMIOE I I (/) O .0 U 3 O\t L� 0 (0 t 1 7 < Z G C c L - - - - -- - - - - -- -� ! SECOND FIMR — - -- — — -- - r OCCUPANCY CLASSIFICATION SCH FAMILY U T HOMES CORP. r3 �- ONE & TWO FAMILY I TWO wO_STORY 30'-0' TO 76'-0" DWG. SIZE D SCALE R (IN 6' INCREMENTS) te' �crtu>noN p47E ���, 11"x17" 3/32"=1'-0" NA - 96296-7 22"x34" 3 R IR 95 -- N.Y. SYSTE7�S PG.-7 A r MODEL rj� NEW C �o RS fi � � r e 2 m a � � z pp J Tl 'q V ran s , l� NMI (m 0f� ELATION RIGHT ELEVATION LEFT ELEVATION PC FWm MW AW—TM FART m su,rr) (ole Rwy m s mcmc m fw m smm -- —-- _---- - NOTES L N Wu tb* 1n info'or ; sa 10a Oby avwr ' putubq ! U Ia flu dv0hr III&&tl. r••r — C "'W ' U O 0 -2 t0 2 mks mid lladlrs 6y"w. � � c* r_ cr -> 4. B=I ltdm by miner. I Q <' `O 5. A8 mistfor lghb on factory O I 2 suppw and field hdm%d. =_ G Yb O or alualnon suirg for right W o r-' p0 Oro p and kff wds Is fhld InsfakfbrL ��bm. for U I r _0 — t o 0- ^ Q e C a 7. (n ] < O i7 i_ •; rr ThI bottom ro,.d bP sidbq on tlne frod and rear 6 sNpped boss tL i C� c- `o 06V�Sim*sMp for w � _ { �1 emcr rmss �, ftntalbGal afllr slpasg floor b foundaflon sE pids REAR ELEVATION FRONT ELEVATION ° fQnp'd NO systan(4/12 Q (u[MY m m wo ('a wu sum 3112 roof comp)W at fmfm. > q. FwhF . fomdalbm ald lisps on field obilpalbe. 'j L` r ` :j 10. Ds ignrd for a semv bad of 40 Q ` L ` r PSF v5 rdhn of 24' o.c LLI UPPW Nnged POrfW of roof C `` 0 I-4 compt/Fed an slh by cmf=jor. I Ioo<eoo E s c S IA71ES. Q. 1.)ftsd air sbop.,dosmparh and g dict.ort kaI end _, v 2 co cT a F iuA>Ded by othas n accordance a d mate MW local Codes 0- �= \. 5 L)Be amber and sus of sudors d tory=r&q hf j} f� c., W � p G iedrrid d Poor piss ad mat be app and by Figreff• r f o \ on pa �a 1)Ymorcy cares or aUic WI focisaeimd rg a frOrd ishfed - C>1 Q Z .2 C Q on*by atm per all State and local Coda. 4.)fmri-d' hei#ofmu drrtuxys.a be o mouemn of S-0, atothe dhvx3t F*where uq Pon Hera the roof and a ' Foff thou aq Portion d �" a 9 rdh'an was WWI m mer, 10'-0'(Nim h be irshged by dhm m ale). MOW ELEVAnQ AnULT HOMES CORPS P�aE m y Lmm DWG. SIZE SCALE REV ° N °ATE lwu 5IORY TWO SLURP TWO FAWLY 11"x17" 3/32"=1'-0" NA 81895 Ims ro 22"x34" 3/16"=1'-0" N.Y. SYSTEMS PG.-10 FOUNDAYMNS FOUNDATION FBUILWDING MENT NOTES: SECC �ON ATIONS MUST BE DESIGNED AND BUILT TO LOCAL CODES AND ALL MASONRY USED IN THE CONSTRUCTION OF �C u ANGE� AND MUS BE APPROVED AND INSPECTED BY LOCAL FOUNDATION WALLS SHALL MEET THE FOLLOWING REQUIREdE;�,-�: ING OFFICIALS. ANSI-A41.1-1953 BUILDING CODE REQUIREMENTS NT STAIRS MUST MEET ALL LOCAL CODE REQUIREMENTS FOR MASONRY (REAFFIRMED 1970). VE LOAD 40#/FT2(MIN), 60#/FT?80#/FT, AND 90#/FT.2ANSI-A41.2-1960 BUILDING CODE REQUIREMENTS OAD MUST BE VERIFIED PER LOCALITY. FOR REINFORCED MASONRY (REAFFIRMED 1970). TION STEEL SUPPORTS PROVIDED BY ON SITE CONTRACTOR ACI-530-1988 BUILDING CODE REQUIREMENTS AND SHALL HAVE A PROTECTIVE COATING BY ON SITE CONTRACTOR. FOR CONCRETE MASONRY STRUCTURES 5.) ,OUNDATION VENT REQUIRED: USE MINIMUM PER CODE ENFORCED (REVISED 1983). 8'x16' VENTS WITH RODENT SCREEN AND OPERABLE DAMPER TO PROVIDE A MINIMUM 96 SQ. IN. FREE AREA EACH (MIN. OF ANCHOR SPECIFICATIONS: 2/3 SQ. FT. FREE AREA FULLY OPEN) RODENT SCREEN MESE{ pF NE6jf y SHALL BE A CORROSION RESISTANT WIRE MESH NOT GREATER TI IAN LOCATION 1 FOOT MAXIMUM FROM E�� FA YF 0 1/2: NOR LESS THAN 1/4 IN ANY DIRECTION. EACH END OF SILL �_ CEO �g 6 FEET MAXIMUM ON CENTERS MINIMUM OF TWO ANCHOR BOLTS 1N EACH SILL PIECE 6.) TOP OF FOOTERS BELOW FROST UNE. SIZE MINIMUM 1/2 INCH ROUND STOCK OR rnrr I> IN 2 7.) THIS DRAWING NOT PART OF THE APPROVAL BOLTS MINIMUM 1/2 INCH IN DIAMETER I — a EMBEDMENT: MINIMUM 7 INCHES IN �r 15 INCHES IN UNIT MASONRYI INPC�ESQpNCRETE Ftp NO 06o6ay1 CRAWL SPACE NOTES: AND SPACES FILLED p�rESS113°'p WITH CONCRETE. 1.) THE FOUNDATION MUST BE DESIGNED AND BUILT TO LOCAL CODES TYPES: ANCHORS MAY BE HOOKED, PLATE OR EYE AND PIN TYPE AND ORDINANCES AND MUST BE APPROVED AND INSPECTED By LOCAL If �', U BUILDING. OFFICALS. ALTERNATES: SYSTEMS DESIGNED TO EQUIVALENT LOADS ARE ACCEPTABLE /y Q 2.) AN ACCESS CRAWL HOLE 18'x24' MIN. SHALL BE PROVIDED TO THE CRAWL SPACE. 3.) ROOF LIVE LOAD 40#/FT.2 SNOW LOAD MUST BE VERIFIED PER LOCALITY. 4.) FOUNDATION STEEL SUPPORTS PROVIDED BY ON SITE CbNTRACTOR AND SHALL HAVE A PROTECTIVE COATING BY ON SITE CONTRACTOR. -� 5.) MINIMUM CRAWL SPACE VENTILATION REQUIRED: -- p a. 1/150 OF CRAWL SPACE AREA IY b. MUST MEET LOCAL CODE REQUIREMENTS OL 1> Il 6.) TOP OF FOOTERS BELOW FROST LINE 1.AN"0h"bliq IS IW or by oery GMDj7fiQ Q "A Wbw to dealer aWar hider. IL isw a7:der bebrml d pbb ad Tweb6aa TA Li 7.) THIS DRAWING NOT PART OF THE APPROVAL Z DaipEk taeaofion 6y oraer,irbc5q b*9&mMm rat,tZ 9az hmiaswere baddi% Q t— and haum m _��bib.�r am 11 Al ah rod[i duLq a amt,Gd aMc 9 e• • bwIdA ad d 6aeh cork rOmP°of"g d Txd mbrUm 5`111 idamr6m m h ydben eat mrmvd ii ALL CONCRETE USED IN THE CONSTRUCTION OF 1x �°°A"�mt+D had"07 ad mei FOUNDATION WALLS SHALL MEET THE FOLLOWING REQUIREMENTS: l kmW lr>7C Pdmbv, tr-r`Rt When mbdarrd M minds f4 or as rtwed by bed cad-_ 1t hudffm dap a im i aty�k5d taed26m ACI-318 BUILDING CODE REQUIREMENTSsd be based m Nerd mi onZ= FOR REINFORCED CONCRETE 4.TMs bm*5m des�n i mmmuded for mi b00O'7"" (REVISED 1986). Ias tlmI=p%L ti Sid cap Nott err mesad to ngerd at bp muses. BUILDING CODE REQUIREMENTS S.It path Taadefon ido home badd6o,t 1&In a hamad or cedar hdbbk *am and ream6m roam FOR STRUCTURE PLAIN CONCRETE. 6.The badaTal d6 neat be*red m=&*7 a*m or 1 m"DPam4+d a ffiim=d 4 eq.IL edh hdc reser i used demdm d III a and a neiaae ea hagd d ACI-531-79 BUILDING CODE REQUIREMENTS r_r(M5 71tl1 FOR CONCRETE MASONRY STRUCTURES. 7•U*fi9 and i bmm,ad ae repumbmy of arose (REVISED 1983) d Feld iaMW eiiq in heaaaI is end in bol iT°mSCHULT HOMES CORPS t Tmd£m ad pad,b*m a my am*b id dd beer*x 1a� na ep dee*gthe c*d m*m*j*min a*at rad ad Sea Ara pim or a'15 Minn M#=Mk REV DESCRIPttON DATE NEW YORK SY5US NA 96296-17.DWc I N.Y. SYSTEGAS PG.-17 F • WIDTHS OF UNITS WAY VARY BY AS MUCH AS 12 FOR EXAMPLE A 28' WIDE UNIT MAY BE 27' OR 28'. END. WALL -I — ——— — — — - — C —. — 8x18 PILASTER (TYp.) AS REgUIRED PER NOTE 3 ME ENGINEER HAS ASSUMED 2000 PSF MINIMIUM SOIL k.OF NEtyYc �0�1 11 �j d — —— —— BEARING.TERLSTICS SOME SOILS HAVE HIGH EXPANSION CHARAG- q� LUJSNJQ��OS THEREFORE R HAVELOWSUPPORT CAPABILiIES. '� aS '1` 8- CON. BLDCK I I WMN A SOIL RLTHE BY A LOCAL CERT1Flm SOILS FING ENGINEER SHALI BE: FURNISHED €� o SHOWING ,TiAT SOIL GEARING MEETS THE MINIVIUA REO•S. =r -I o -I SEE -FL..00R BEAM" FNO. WALL I L •- �" `-� ��.. � I I CHART (FDR SPANS PAGE-30) 111EEY w CGWWN LLUDS (}t) BASEMENT WALL LOADS (12) L YF P4�E D RR a¢ztaDls 0 0 3 Z \Z I 1 B L-J I RANC24 H DE-RAISED RANCH 8000 LBS. RANCH k RAISED RANCH FO p moo. p60L 8�A Roy EDWkc I---, 1--, 28 WIDE 10,720 LBS. 26 WIDE 9810 PLF. q�!E SS)lstk 8 1 ,9 L, L J L-J I r —-� 28 WIDE 10.670 Las g 77 L L J 2a WIDE 970 pLF- / 3 0 0= •"� . u I I COLUMN STEELB I 1 ('. A 3 ^3 j I CRAWL SPACE VENTS 1/2' ANCHOR BOLTS E (OR BASEMEN O.C. WINDOWS) —AND V FROM CORNERS—— FOUNDATION DIMENSIONS DO NOT INCWOE BRICK LEDGE UNLESS f----- PORCH DETAIL NOTED. (SEE NOTE B) C I [LaJ FOOTINGS SIZED PER LOCAL SEE "PORCH CODE AND SOIL CONDITIONS L—� DETAIL" BELOW CENTER ON EXIT DOOR SEE INOMOUAL FLOOR PLAN M I TAM FDR OVERALL UaCM14 I oFOUNDATION PLANNO SCALE Q V) YARE— PLAN VIEW < DOUBLE PERIMETER FLOOR BEAM V) JOIST HANGERS aT Ww 1x6 SIL( PLATy4TgE qui o Lr GRADE CERS _=.- - .: - a Q o W NOTE 15 ,pws COMPRESSED ~ � 8' CONC. BLOCKS aws � FALL ON CONC FOOTING 8" CONCRETE BLOCK I-1 �� MOISTURE BARRIER FDuxDAnox wAli STAMRT SECTION AA PER LOCAL CODE 12 COURSES (RAISED RANCH) U STEEL COLUMN BY COLUMN SUPPLIER - . TM DETAIL VARIES — CONC. SAAB LL PER LOCAL FOUNDAnON DRAINAGE 4"CONC. FLOORING CODE PER LOCAL CODE �A �1 � Y �iRA�R-E B" CONC. BLOCKS NOTE 1 /4 RODS CONL(A/R (MI) 8" CONC. FOORNG SCll ULT II09ES CORP. SECTION A-A - `EVD N DATE SECTION 8-13 I--J NEW Yow sans L SECTION BB N a 96296-18 N.Y. SYSTEMS (PG.-18) A r ' WIDTHS OF UNITS MAY VARY BY AS MUCH AS t BE FOR 28'.LE A 28' WIDE UNIT THE ENGINEER HAS ASSUMED 2000 F'SF LDNIMIUM SOIL FOUNDATION MAY BE 2T OR 28'. FND. WALL — — r— BEARING. SOME SOILS HAVE HIGH RT EXPANSION CHARAC— C — 1 ASi REQUIRED PER OTE 3 THEREFORE THTERSTICS OR EACERTIFINVE LOW C GINE CAPABILITIES. FURNISHED '�F'OE_-MY yQ SHOWITH I SOIL REPORT EA A LOCALEE CgHE M, SOUS ENC. •�� �O C F/�S, SHOWING THAT SOIL BEARING ME77S THE MINIL41UM REAS. - � Ff : --a" CON. BTnacFND. WALL I — 13ASEMENT WALL LOADS (12) m SEE "FLOOR BEAM CHART o iv I (PC. 30) FOR SPANS I CAPE COO k TWO STORY 24 WIDE. 1P o I I 23 WIDE J 1070 PIF. ° O 05A �r B L—1 I 2B WIDE: 1250 PLF. 10 f 5 �NP� I I It J-1 r � �� _ Esse �g I I L LJ LJr I I I LJ B W W W n 9� °� g 4' DIA. STEEL COLUMN A I I A . G I CRAWL SPACE VENTS 1/2" ANCHOR BOLTS B' O.C. I I Ci I I (OR BASEMENT WINDOWS) AND 1' FROM CORNERS L __— — — ------I I PORCH DETAIL I--i ------ B -- I L_J L FOOTINGS SRED PER LOCAL SEE 'PORCH CDDE AND SOIL CONDITIONS L— —J DETNL" BELOW m I I i I m I oZ CENTER ON EXIT DOOR -J EE IVIDUAL FLOOR PLAN S FOROVOVERALL UNTCH W v FOUNDATION PLAN VARZ � a_ NO SCALE PLAN VIEW Cf) NO SCALE 0- Q — fxxr. noox v DOUBLE PERIMETER FLOOR BEAM J JOISTS 0 2x6 SILL PLA1E unnNc wAll1 - - — � 0- C3 EL GRADE HAN(Rs COMPRESSED 8' CONC. BLOCKS JOIST HANGERS o RLL w GV PACE ZZ F– NOTE 15 IOC m : --:- - . ' CONC. FOOTING �osrs 1cn6 8' CONCRETE BLOCK SECTION AA MOWURE BARRIER FOUNMTION WAIL smmm MR PER LOCAL CODE 11 COURSES P1f c0111b/Nit COWMN 'CONC. SLAB OLUMN SUPPLIER - ETAT.VARIES - LOCAL FOUNDATION DRAINAGE 7 4'CONC. FLOOR DE PER LOCAL CODE f NOTE 7 - 8' CONC. BLOCKS4y� ra � ear ER p C / OORT/TTT )�T/fT#4 RDDJ CON1. J (/�j 8' CONC FOOTING •r _• - � ULT i l j O ES co1 11 REV DESCRIPTION DATE SECTION A—A " ' x YOM( srsBs SECTION B—B a SECTION BB 93425-19N 3425-19 N.Y. SYSf S (PG.-1 /� r Ak515 FfR�7ER FIDCfr EpW rn'AAS ear oosfax oar Pix M hb SIL F1ATF THE BEARING-INEII2 SO ILS AVE HIGH PSFEXPANSIONIUCHARAC lZ 1 VSSD &16 CCf�'UE �9TERtSf1CS OR HAVE LOW SUPPORT CAPABILITIES.MJ(E 15 H �, - THEREFORE THE CEF TPM-ENGINEER SHALL BE FURNISF{ED JIM ISM a� NGT 15 WITH A SOIL REPORT BY A LOCAL CERTIFIED SOILSENG. p RII Q H HiPOrrA "" SHOWING THAT SOIL BEARING uEE.TS THE MINIMIUM REO-S. Mm /4 RXS CMT = _ m PAa1 wAr(A/R) Kv1Acs s>ifa Re LOX Q'CC'S AW SOC 00A71116 - •- rlXR&1M[R wpa L Om mm m mw 9!C£MOS PIR IDGL LnDE 'MMK VWWCFPERaWAV CF �1( COH40) CRAWL SPACE OPTION z af Off Mu 5W BE IfMW RR m qw SECTION C-C RRfufIFR W1uC rnu RVLYS-INOaE 1 RIA INI AdlT GOT E1d IF SEL NO 6 AOT WX LFT LTR M NL IF W Rf}LR za 91 PWE ml wo FWW 6m5 M GOT 41 fEE fANCfRS i SILL Swa AUN SIM'K Vt RIM 904 LR am MIL Vr XML A Bal SIL PiATE AM FM NJ aEGAM*IRK r x LIA If W \ Wr YLSW N CW AW gAZq��E AM 15 jz-1s `-SFE MAC T' AW 15� 15-jW 9'Y9L HI GRADE MIS 1WA fE W�M LH OTE AID ON PALE 12 PIN ME MLMDt91T Am a MIT MM MIX XP(IF SIL 90 mum ain ARE A Nlli AGR p .LIDS A 9FA,0' km1w EUdtIEH FOUdo41k1Er 94L f'Oft STEfi In PIH[M MWii LLIRS6 cam BOTTOM SLID_ COILMNNPLATE By COMAN SUPPLIER - ME 15 MOUN11NG DETAIL VARIES - Ld INSTALL PER LOCAL U FMNWM 4�LT)NG FiDOR BUILDING CODE PEI?Lor-kw a- . •AAAA ... a- H TYP. ANCHOR BOLT WONC DETAIL � ULL BASEJENT OPRON Q 0 IWPG>m11 a roar elan � SEL RAZE �pF NEIy y XGEQ c 1YUIItRS 5o,�fOC..MYp ,9� LLi-1- { -W PULE AWSRR WL r- AGELjQ xarE IS SFE aEae �' 1 —i/z-AhY7AR axr ri p �- t z m ON PAGE 1L hCr1E i5 . co fo S•DK MR 5'kW 10 WAGE 0A�q° 060�"y MUM ��ESS1�N e'WhEREIE Bt= \ BDrrou srm cowuN `Yosw awn PLATE BY COWMN SUPPLIER - RREDW PFR AW For iDGiL COOE MSLALL P RDETAILOC vAPot� - ASII-iSYD T NG WDEru � I2 COG6LSFS FOAM pu?Low cw 4 LUNG FiDOR L� —.FULL TA �L��T��7�c��T7,���� cwrll Li 13- p AWK EijkY ES CORP. L ULL 94SEMEN OPLII/LI _ . MY YORK SY51M SECTION C—C ' x a L 96296-20 . SYSTFAIS PG.-20 A 11 OR 1DF1(SfiE �) a 4(aN, a5 1 b�n •a CONSTRUCTION OR S1ATC 1'EHiS 7/16.OfMEMED SiRWO 80Vi0 and/or bslir. Sil4XfS 1X4 12 R 1 5/12 L Al matcia6 fa bmertvd dmr aen ai ���F ME c YC MMMMBU fD AfiE)TS(24'O G SiD.) mid eeiohd pOYa� O G" Y`q � 6y Omer b tlm feN i LAO 151 ROOF (OMMC CAM DRAL 9M 7 S L ufa>ETM YVExr Fur cEX>f+c 5nra>uM1) 16 or z rmaf'A me b:txY haled �LC��DOo S z4•ICE OW 12 Pik d di h fa�"I'md mrdfidd at rJd SPRAYED YAPOR BAR9EIi 9 f° h ' fabi ort In Qrc i;1:,�•+>q iA8 R 803.4 INGE BOX — l Al n¢k me m BtD%N PSIMAlIL1N (PSTNiED ON.SiE) 4 m8a1 emd ;� U DrA4 A Any him WaiiA or mmi"me oda6k ban h eeuedm5ea m� �F � r Breda*n d 01105 T nq1'be mcd, theeH I dx,r=rgfcfiona OA^�( \ e �the ideq�,d tte twkm !-SSI 8:10M)R*h'm 6a m d Mme DOUBLE 2brffir,imfd 1.33 z3 TOP RATE - ------ / 4FMMA7ED sou f Icr imd°�'(a q4 Chq fba in and ade�e of �- WA MCG WALL 1/2'OR 5/80 SNEE= ax MW c*.b MTh wd mid rmo n few• 1X3 SL) \ / OCUBIE 2X6 f3 SPF lOP PULE Q brd �be ddW mcud d (16.OC) F1�AS5 fMAXS PER SQMDIIE 8m fba and Q*Gn b paib 6r P 9 e mrT� MAIM(iaft) 7/16'Quo sFRN Em SNEIDMNG "''r°P°i`P am b be Gab*da(mbpn 0me=T� — --�� o (SEE FG.-57) 1 Fame ad eda FmIQ f!a mm b M fordo*,dq mw 216 SU GRADE OR'J SPF SNA$ 16. 4.O.0 �d&xa and adeq in pr bod adm 5\6 STM"-R.00R DOMC 1/2-WSUu(Au WAusl 2x6 13 SPF SIL ) la Inge`{�'� q FIRESiDP(EE NOTE m(urn or pa d 9mfi ad Sm flow pkmamdRea#am } SOLID W000 amAIR PM111RUCN W MR-OPMXMTAL(REA'D. i1.1�d ga ab dd 6e b 8�F0tffR ME FlTIMfC STNNC S MPl1FD 11 F a e8 NPA 211-ISgL I - VAPOR (SrAaEI1Fn) \ nnx As npb:m SMI be ibW b=M&XE edh Bei65-q �!- ('` `7 1 (AMT 1 SBA 9W OR •mdmhm i*uiiaa ad*A1211-194L n �� >•� � ; UFMT-U- 1X6 fJ SPF BOfTOY PLATE 1i 0esged for a gramd mr bad d 40 PSE - - u ii ' FL /2%NCFpR 90L1S(5 0.O.G / PfJt�AT AT SAE]YAIL 14.At Wmior rd sm a,d � 1 1z6 TREATED SU PUDE 9 F 16 idea m mdQ me d lxT a�5d AND 1'--FROM COMM) SDE M 791ID SEE NAIL C- ii T.0 and dab d im SHE B6TAllfID M d k d 2d 1.ROOF OVIS TO BE CLASS V. ON PAGE 7L S 1E Refer In pq-57 fa•imdd6on W ; '_ medz i ihtiaa mored far pr�gi�d Pudmed fnae Q Z ALL 'ME ON MAILS Ate REFER TO PG-i7, 18, 19 & 20 0- CEE[TER n PAVE A 1,2•e r BXlS/Nurs/WA%M FDA SPREAD RAiM OF CLASS COR DFPER WRC{A SURFACE FOR FOUNDATION RERUIRE]o(M (4�-0')or.DMm PRE-DRUID 5/a-SUD--FLOC � SECT SPREAD RATiFX;OFLESS TFi4T 200 PER 1hE N YS LUOE SE7;TTXX4 713. pF.CX!'A: _ 0- A 3 a)iNE FC7 FREE YF7(IIAIAIC AREA SFWJ.NOT BE IFSS iF4W � :- z_ 1/150 OF iFE AREA of THE SPACE MMM SDT1C YENfS oust BE X26/98 WIDE CROSS SE�ON F¢ -` :- < 1 t iMMDED 10(tECf74E RFAUQIED WMDAIM rn F� a �)i}f AREA ILIY BE 1/300 OF 1fM:AREA ff THE SPACE f1DCN pYFMWFD PROdiXD SO.L DF iNE ARFA IS ma-Tip. FfMMOED BY"AiO S IDfATm MM MIUM OF The SPACE TO BE YEMMATED AT Wa 3 FEET ABOVE ME OR M CE JOIST iN7A<IT-iYP. � FAME OR M RE�OF TfE REAURED YETE�UIOfI PR01Dm BY 4-5\16=2 1\2 UG 2XIOX10-tIDGX - MM i1MM1 CUM AT FAeA COWIW AND iI=AND NFD ¢ RU MT i/4•TfMCX sta BFA n Ld _ MATE(SEE DEWL BE1DA) i SfMNfL6 4 swam STM COLIMS rn - 1 1/2• 1 DYER- i51 IRmERIA110NT (SFE NOTE 10) C] o _m N 7/16.OREM STR�VMI MARD / / DETAIL C � 6 I - ~ � 0 l2.OR5B" 6 3 WOOD TVSUUROB STOP 2 X 6 2 X 6 G17�N �— `— --. VD J U CONPRt3$pN F- a r <n AID4 DRDa EDGE fow PRE-DfEm : O n � p o J t HOO FOR [��d c �, J AC 1/2.08 s/8' 1X6 9A-FAC11 UC BOL1S-TYP. 111 1 0 1•H FROM VL Wi/2•G1%Tu 1/2Gm •Yoam FADA ,/z GYPSTfu 1��4sw CAP 12.61Psmg1 4Ru sRDM 1/4-SFMQf6`G CENIFR CgUYN ONWac WL dMPW(Waf 2w Top P -T1P. S CHUL T HOMES CORP. DDUBIE 2�TOP FLOE DETAILA DETAIL B R� °SCM-1 N DATE L CX%PUDE CLW 96786-22 N.Y. SYSIDNS PG.-22 Aa - r F' wIQn1S OF UNITS MAY VARY BY AS MUCH AS 12'. FOR EXAMPLE A 28' WIDE UNIT THE ENGINEER HAS ASSUMED 2000 PSFµSIoNIU FOUNDATION �Op pp p� e �� MAY HE 27 OR 28'. � END- lVq� — HEARING. SOME SOBS HAVE HIGH pTp !11} UIIrA`�J/I q���ll\VI — C — i ASIREOU— PER NOTE 3 TERIS71CS OR THEREFORE EFOORE THE"�DFlN ENGINEER SMLOW SUPPORT ALL L BE FURNISHED '�F'OE m y yC ^ 11 Cl 1- —-, WITH A SOIL REPORT BY A MEETS CERTIFIED MI SOUS ENG. 5'' O L� Eq 9 1 � �\ nO n n I f — ——— SHOWING 1TiA7 SOIL BEARING MEETS THE LIINIMIUM REO'S, h � S � R�)"11 �\fin d'A'S ILII ('ll\\SIJ' e r I I Ow r R,i io I I I a CON. BLOCK I I mmTNO. wat SEE 'FLOOR BM CHAT BASEMENT WALL LnADsz ; (P (/2) 1C. 30) FOR SPANS m I CME COD k TWO STORY I I f I is WIDE 1080 PLF. B I L_I I 28 WIDF- 12500 PIF-- AR06 ©I ESS F L-J L-i ./ . W 4� DIA STEEL B COLUMN Ai I A «< CRAWL SPACE VENTS 1/2• ANCHOR BOLTS 8. O.C. (OR BASEMENT WINDOWS) AND I- FROM CORNERS _L—_—_ _ -- — -----J I PORCH DETAIL LFOonNGs Slim PER LDau I L--J SEE 'PORCH CODE AND SOIL CONDITIONS L_ _J OETAIL BELOW M I I I I A4 CENTER I I ON EXIT DOOR —-� SEF INDIVIDUAL FLOOR PLAN FOR OVERALL LFNICH I Lli FOUNDATION PLAN L—VARE J NO SLUE PLAN VIEW NO SCALE aT DDDR 0- Q ((j — DOUBLE PERIMETER FLOOR BEAM - J JOISTS 2x6 SILL PLATE MAI NG WA�t o IL GRADE HMS 0- JOIST HANGERS 3 z COMPREW 8' CONC BLOCKS o F7L.L Ld NOTE 15 JOISTS CONC. FW17NG F- SE VEIN` r iom ON PAGE 2Z 6 I 16� 8' CONCRETE BLOCK SECTION AA MOISTURE BARRIER FOUNI14HON WALL �,M silts PER LOCAL CODE 11 COURSES PFEqt Xn COWMN 'CONC SLAB OLUMN SUPPLIER - DETAIL VARIES - LOCAL FOUNDARON DRAINAGE 7 4'CONC. FLOOR BUILDINGODE. PEI? LOCAL CODE 3 l - "fWT 8' CONC BLOCKS 9'AR�fR E 84RRlfR M #4 RODS coNr( (AA) 8' CONC FOORNG :. . . _ _ S1 C' HUL T HOMES CORP. REV DESCRFWN DATE SECTION A-AMAIDATON NOTES A B—B " '° NEW YORK SYSTEMS SECTION BB N A 93425-19 N.Y. SYggww PG.-19 A r >avaC GLL FRRIMFEAII � ,xsrsWaE Q2 2 pnn 1/z'A xg oar ls+nrFTs o lx&a fu 1(-'OUND d QTIOoN LS Set RAIF THE ENGINEER FIRS ASSUMED 2000 �����O�l V PSF MINIMIUM SO2 SOLD HLCX BEARING. SOME SOILS HAVE MO71 EXPANSION CFNRAC- hC1TE 15 &16 CLi'K'lEIE TERISTIGS OR HAVE IDW SUPPORT CAPABIILRFS WIN aom ffm P06 NDiE 15 W ER AUSaIRE THEREPORTC��O ENGINEER SIW1 BE FURNISH(D p�q w uVmf S8DWINO TRAT BEMINC l(EEISC Fl�IM�lU4 RSCS L Z POLE D RR�Q SiIE S IAOVC :- /4 Am CLWT. _ AS" TALTf wAr(AIV XDS AhV-%L XWaM FU&fl117p1/mwicEAire 14 hUQs LT)RC(A/R) PFR LOCk CODE 'M MW(F REE Rn AV Cr CRAWL SPACE OPTION pf swt eE WsaLa BrI SECTION C-C 1=FALL Xm -IL170DIt,RDTWc rs>tr LaQr FNJ a- hB SQL PULEBFAl1 rs SL All a RDF Wt IX MM (F RD AXDiR UT HID n" 1DPA#I s ems x w sL RBE 1%['A&WWm 5U1T �S9 ESI sm IYC I/Y w"Sm LR R=eK yr x 6( E Am Fm wL BeiIRK Y x asr x RA[F aAM7E IS'x LWWMW x CW AW se 0 RM Ir/LSE A4TE 15 amq47$ al PAGE S r 'S / 8�ISL lit WAW7 *006 YO'BE IF MRe w au w MD AM ME .1 cw7lBsx um t a>cr d'MCME a= IW SIX eE{2S ff7Lf l0?lFSLL 1RI67LP�& TER RXWA VRL AST Re PER wx CODE it caro 4-m-snncam BOTTOM sm. COLUMN 1214 i PLATE 13Y COLUMN SUPPLIER - AM 15 MOUNTING DETAIL VARIES - 1a Ld M111AVL . 11LnR INSTALL PER LDCAL CJ F WM4GE 4BUILDING CODE Q PER Low ME a -E (� 14 RODS Wff jAIV FQ- FULL MSEYRff OPTION 7YP• ANCHOR BOLT SETTING DETAIL rn Um WL O WRE POOR R RIA4 6EA11 tflhCas 2x6 Sd1 RALE �� 3C Q 4, 0 G.M YF ,9La -wig Bg*m \ SIL RK AW Rd IMLmE cox • e� y Q "QTS ` 72� Ha 15 J ? 44 Ell MR CLYIADd 5 kW ID WADE Op NO 050 1 \-kz7w am BOTTOM STEEL GowuN 88 WOUE R= E Ssl PLATE BY CDLWN SUPPLIER R910M PER AW PER LIM CODE MOUNTING DETAIL VARIES - A41.2-W A B BUILDINGICODEGV_ a 11 COMM FMCPEI?Lox AWN 4.mom APMEE 'ILL r rr O,�C �J (3) R=��1�Fwl sun HOMES CO_RP. FUU WWR ff ON REV DESCRIPTION DATE SECTION C-C NEW YORK551M L 96296-20 N.Y. SYSTEms PG.20 A 12 1 CCfliNU0U5 Po VENT 12 INSTALLED) 12 OR STATIC tiT)fiS 2X4 7/16'OfdOfiED SDGWO EY)4Rp 4 (�� �5 iPatau"In�a ,kb, si.NaFs p F NEW 1U1�AYY1 Hi f ) and' pwikd p G. M Y F 5/12 PLiL7i FANCtD fUF1ETE5(24'O.G STD.) � 2 N Ontrtio6 for 6memed dmr aen are '�� YC ca Gll$la S 0 is 7 reh&d 6y orrcr n 6m fdi C- .� R"' lc- RAT SEC C§§o \/ Cf1PlC STMflWd7)' 16 OL f(v �'� PO d>rA n tocing funirhN a'd at ad r- r�Q��o -� 24'ICE DUI iA& R 803.4 RIDGE BOX — SPRAYED VAPOR &RRfR 9 feW isf ; am P6UUMH (NSTutm oN.S1fp / \ t AlAI mti�nod Mi h arc 4�7 oa6af mrLd > !; J f SP*36=ae Mk*6a0 le Onq u' �� U gEThL A a esE _ g*kgon4ArT hok;d q aaa Pmmim far ampC56q a �!� �O OSC`->" _ \ 1X6 �° the El111Al i�'d thd6utae fdL 7 dxe ,I ,ot�P�! ---- ------- -------- DWlE W TOP PLATE ------ B---------- ----- pwg 9e h°Isla d 6wm YAFNO MHL - YT1I11ATED SOFFTf ria imdo6al(or foyer irdal 1'37 floor 2X3 SiiNIS 1/2'OR 5/8'MEETR= / am half any m path yy a d �A° of ( q ICUBIE 2X6 13 SW iOP PLATE OXe I= fire add be °°°d d 18106floomiss m ( QSE PCIaLs�mN) caw 7/1�16'� sNEATxNc am r c6a(*nl3r ID bem°am ,, — — na az fobee� nxa 5�8'SitA70��TDOR 2x6 SIUO O W OR f3 SPF MM(16•/24'O.C.) d boa ad e5y Iia 6oi mdec F�1FsrDP(s�NOTE 1/2•UYP U(ALL� 2x6 f3 SPF SII. iQ tags rhr"ay,y N °�9 7) - atun0 a pia d edi ed.SQ 16er Ob0 for nif6ad m4m s- SOLID AIR$7A YMCYf 84RR$Ij AI � -Op110NAE READ IL Ia'a m d 4a h W 6e h LOOSE FiTiNO SDM 6 S �a dN YPA 1I1-1992 i o \ Hnae ros APPIID 17 FrOm Yd be iafd6!n avxdare+h Dei J �i— i; .y i; L467 1 2X6 SND QW OR vxn* oes iu6ucbx a sd 11PA 211-1412 I o �. :> { lCdf'lA' ?X6 f3 SPF WIM PLATE 11 fkiQed for a 4aod rrs had at 40 Pg. `i u 2: 1/2 WC1DR 80LTS(6'--04 O.G 1s6 TRFADD 9l1 PWE DMaLf ' IFR Asr M SDETGVL 1t N ote or Rd aha4 ad phln a e d 7cmdrc1 l3 a ut g¢# 7 IED 1'� FR011 CORfQS] SIfE D15TA11ED R1fAWOR 1F0JAWN SPF 16 ida m dA M'.- sw 06Tutf�n EE DETUL WE L601HED (a"""m)' t.ROOF s 1aa Es To BE aAsS D ON PACE n °d ldtm dab d hm id bed 2,f p 7f�(r4 \ 6 '— I&Rder l0 P4-57 for ieutr600�mndi W � 2_ALL INTERIOR FMB ON MNLS ANO 17 See M=d for pR-a �d ULM Q C!$NGS 1ITH St A REFER TO PO-17, 18, 19 & 20 f1A1�SPRY P,ATDlG OF CLASS C OR BETTER MRN A SLX2FACE 1 c 7'DOL75 � `-� -• ��. _; �- � R"'E SPREAD fM of FOR FOuNDARON REQUIREvm �• /MS/M�l% — t— SELIICR 113 T1Wf 7D0 PER ihE 11YS CODE (�)O.C.TtddF PRE-ORUED 5/8•smz) {Nps J. a)1IE td7 FT1EE"IMNC ARA 96BE NOT BE LESS DAR DELA r4 a- 1/150 OF THE AREA of THE SPACE YETftl,gm-STA11C YFHfS MUST 24/26/8 WID CROSS $ECT1p PRMDED TO BENE REDUOtED ' r AREA YAY BE 1/300,!QF,OF TfE SPME - 1�,' - � ., ow \fTFiIAiID PR1�ED SQL OF TIE Eno Y1701 Qg{O AREA 6 P.D(N ss O i S GIsT-T1P. Q SPACE �To B vomm l'oiiLAiDRS r umT N DIEo WM POff� OF T}z > PENIS A7 IfAST 3 FEET ADWE FAME OR CCfTICE .O6T IBN R-PP, _ ' — O 1 `� �, r i SAYE OR WM OF 1!E 1 YtlfOtAipN PR7/pm W e,: f 4 516 r 2 1\2 LIG 2X101(10'BLOCf( DOLTS aw CIX11I01 AT FICF(fX1lO10F AND HDLXAND WIO Q RN J06T 1 4•1FOGf PIA SfEEt BEaRIFC Ld 1E(SEE DEIM t 1 1/2• Stem 4"Mon Slim conn cn —� (SEE WE 10 1 LAM- 151 IRDERIAYTDNf ] o > 7/16.a MED SiRAND MW L2 N 0 N „OOD t / DETAIL_ C o a /2Oft56 n 6 13 Fc2�N T COYPRES$DN WSU ANON STOP 2 X 6 1 X 6 UYPSIN �— U7 , 1 ALM ORW EDGE FOUR PRE ORfLfD O� n � cai ~ O 1/2*OR 5/8' 1X6 96-FACIA 3/8•f HOLES FOR (` ¢ C 0 Cm LAO BOLTS-TPP. ° {' I � 6'ALM FADA 1'N fl Mf EA SDE i/z'OTPSUY f/2'VENTED SOFFIT 1/2'GYPS N / \ 1/4•Sf1EAT Iq� m CATER Conn ON ( � 91SIN °Q P�E- TSCUULT DOUBIf Tz6 TDP PLATE wTNc rruT �__- DOMES COMP. DETAIL A ° DETAILB REV DESCRIPTION 966-12 N.Y. SYSTEMS PG.-22 A r 4°°B J)a)i1f NET FREE MFNUING AREA Sf&NOT 1E LESS M 1. ROT STM ES TO BE CUSS Y. 1 150 OF iFE AREA OF THE SPACE VE?RIRED.SM VMS W BE I c D -,sr iwc o nolea 2 ALL OTTERIOR FNM ON 1U11S AND CEt[TNGS 1BFST PRONGED TO RECOVE RWU WIMA K I��VIp Spm n1r DarnDm s,twa aWm HAVE A RALE SPREAD RATING OF CUSS C OR BETTER 19RTi A W T LM ROA ED BE i F T OF TEE AREA N T SPACE ®o V�U t� xuf DRP¢cf RK)CE RAW SPREAD RATING OF TEES nM 207 PER THE p[�Om���OF 1HE REDliRED VENDIATiIC AREA s �pF NEW� //A���®� CI1RRf1fT 1EYS CODE smwN 111 Vffl"ORS lDCM IN THE LPM PORTM OF TIE ��"l G.AiYFy G',9,� rte- M/(� ,>B s s-(mA 4BOS KM NANCE OF TIE R£Q W VFNiMN PROMED BY N_w" OP110�(41( . . 1 U Q�1� I7 r"FVA SAVE OR COMM VENTS e i5 f o L� u\VV/ fIr omAr t/Y�1rflwM Mir fz 12 IA4 ZM mu z rte', P LAP SIXa 4, DETAIL A m9E 2d 1[P n.+s a�aiaa 1mCE 1[wr 7/1r ou m snwo mw (P 9N3S 1x4 0 060`�5 t t erx 1 tuF s/1z(MU mw 1w�y rarrrxs R4 AQCA f�t 1 C°c�\� vrwvr s room vwm am 24•CE aw z w z x x cm (sI�MUM 24' A UM---- � �M R-M4 �+X5 11019E zJ 1Dr tRE - ------ .. ---------- ._ 4Y QP41 ------ ----fIr cm mm mu +n s¢1 we / -----_ 1/4•gmNC m R Or at) as R 9F mr 1RE omw Motu Um KL mp` SECOND � r\tr am m smw ma 1 m DETAIL B FLooR �� ' g ti sw 004-R=K= © O ae S o cm at p w mm(trN Dy i y r 1r eo BAMW sERS 1,7 apsv w W14 ( an DEar IIs Daums flew(9E AIIE 7] AR wEulwva �A sf IL o f JolSf 1wNRRS II S1D HtOawC �E BYdrfR m u 4'F 01121 R.VE aE7wlw D I - �. nXR oar FRONT fm mswEm ' WJBLE pow"xa _ sFAtlwc1,0 as m(.1) REAR 4-s\11r e z 1\1 zxtanr HDOI R S (B."C) nx.9E z<m�I.oar W ` o �.� � E- S� 7 mm ttrar mm xr m mum 0 T _ AND snot kD NtD - Dma t'MIME a � �D' 1m)ramm att lar HnE $� SEE l -„! cF0 sm� DSHE hd 9T 1CP a r 4y _ RY.naT FOR ME FARIC RM �" Y9EC IwRI e1POR A tRE (n i FIRST � a4 duos 1fIX1ES PER suEnzE(r-nw ra,) 4'sulnvm SRa mum 8 (1r ora '�n'P4z1 � 1 r a;lXo straw DETAIL C (�,rnE ty FLOOR a a s\w sBzn-t nnow batafa zQ h sruwc I ` ` L rza-1Dr(sE IDLE 1Es � � mo caoE aI p 9F snas(Ir/z4 1L) — AR�� D °ANcm ° Jbr au mm RE Ic c sw sm ROM3Er WIN mm 1 PERIL IN fus kf pr/ze D(a flul gEwu� a mal�CF RF 1r�u h5 R SK tmla PLGE j = (� } _ 0 1 _ ,� . '4- 00.9E t r - ME ISWM fA10 1'�F� !'-0'DL �a \ � SRE EaW1fD � R bmiac 1 A�1. � I �i F' �� 7\id 0.58 SEW= ERECWN `:ET7I1�( 7 •, _ _ - ;> m ou r Dn; ar oum Q pomm lzuc z 112 x 1s a Suns Q- UNiT wIA" Ld ? 1 E == _ EEa U 1 ne - UFUT '18' to IV T7 It u i Q i �� _,z e raxtrfllDDs { fAao — 24/26/28 WIDE CROSS SECTION k�'sarE3�ltznn. �. - UNiT '2B' cn 1sr SIM ('1 j 2x6 PLATE SDEw af13C 3]ar ALL.f NATWG waft `1��Em&q�° rte. Q =' DETAILFD zx3 e(aTE �ENo wptls) fm b lATEt. >r w°P9 m b be kablpw do( %6o4a m '_7 c n c 2 9 °m f CIS awl smrr m slDa 1.A rotas ddeq n Edd'or by mer m abEgdertt Fvaxe and wodT hzd:M m b b fwampped uadg mdd rRNR A6T )Dw1oravle7�wwg b deck ad/or Judie; P d Poor®d aeTnq iei PS 6cd aa}s _ . o( /z4'oto - --8®!Es 2 Al mohrioi Tor 6d doe 141a�w`w"d°°q th m*q wd M*m Q+< Z �2d IRE IN mm ad idolat by oewrr b be field areas oa d e d1 ad See Ioar pw For adl6nd arjrae sm nsltuwm 1 AiOm s mid d aw 1z�d92 feb dd is u amd+a wm 1INI 211-IM ` If� is OL SW{S 1\tw Dab 9Emrc fetl iebbodRAwFd M isfdai b amabxe wiN bdr E 6nqtxH sxE DLPER°Elni/Ild Ks r11'1°�C A.Al ood5 as mdaNrd anirr me me yfA and mmd w�aadoduex and hFPA 2111� (\1 Tmmissm hi0 9f WS m addle hm Ie mndar5nr aD (ar a pamd we bod d 40 PSE. 1`J ���1J /]�T /]"{�is ISr 9D11Y Y 11�eooD 9Y C� d qe�e�or soca Prai>;ae dr megle600 r 14.SPFN6w�hxcr waI daf mf phea m d 2rJ(J a'did qo�eT 11 OM�j SC01 Y P.q*md May be made n Ix Edd.I done md�s an ca r(ff"=.LflDC.06f t5i SICQr $15 d a* ib*d be*ukrn IS Tq ad beam da&ddao,id le d m p 9f mbs w(a{e� REY DESCR1Pr1DN AIL 11MS LUTEr t sanSIX s C171C 06f 3-west]\4 WU �/6bt 1.Bdbra :,q Bas 6o Telfa d Imo i4 Rev is w�,� ON��`°� ABLE END DETAIL �xf Da �h"m(a a4�Pow���of a '��'�``°'�°" ae 119 0*.b bob red ad paid,a hme* 17.� a�md Lar Pr¢a�owawd Wdmwd L 96296-25 N.Y. SYSTEMS PG.-25 A r MODEL L rj . EW SEC-HON tif' Eo Rs fi � e ,t r •y r. y9y�Si i' v0 060r�°�' Q�J AAofES03 o mEs , v I FRONT ELEVATION (ua rxu no smaf TION PC my 7 osmcro nHT eo rxAiT M sm LEFT ELEVATION -- PC MW no SIM ANDm gK tro smnl — —_--- -- NOTE Ear Mir1.Al Was W*q In W or 'by MW are.J pawn wars E U b ft drab..-J/'...arr mderu pl +-� �•.C c:1. Wien and Wdna by vww 3. Shdtrr: an opllood. 4. laamad rindml by mar. i L2 r i : , o i Al a derlor lghh an f&l C 1 ' ct suppm and fldd hahrlld. U 1` zi ri A0 or almlrum NUN for rW W p c v� vo and Jeff wide h shi prd boa for CJ /�� 0 Q _ = c �' o IJeId hda0aflal. 3. � .- � � c CL o 7. Thr bollom mr of lap sidmq on in 7 < O -0 lu frail and rw h shlppd boa 1— mr7 C, abrq Th darter drip for}JeN CJ 1 NMI WM3 kwAasm aThrFloor b l Q C-.t i.. i ? r°Rd°fl°" :D REAR ELEVATION �' I— c:a ,_ V) �: S FRONT E1EVA110N $ ll"q'd �p fJe4fm►r,d n PC FANU m sloaq mp Fwv sash 3 12 roofaanpJefd d.fodoq. > o 9. Foalrgl. famdoAora and dagr i— Q an fldd oWtgalan 'I C r - ' - 10. Usigned for a rnor bad of 40 0- C PSF rill rdba d 14'ox. Ll ! _ 11. Uppr hinged Portion of roof W Q I compirfd on dh by=hcfor. law 3aa C I N3lfI rV — ' O 1a Hxt*lboPs- &"'Y`""'all'I gaffz afC faflMllYd 71d EdcdEd b7 dhm in azcrdana rdh al Shrfn oad tacd Cods co 2 Be ambo and sea d ridan rl my oomm q b :II t n ' _ vo m^ukd floor Pte+and mat be apprard by Engoxv. r� -moi o CJ Ymonry>zrtm or othc faadoU,a favq a tumoled and iatdd � QZ � Do-* � b7*m per al State and lacd Coda. w 4.)Twniaw heigld Of metd dikmM A be a uWc=of 3'-T � `•i• 'snum d -0 m Uq P09 00 the rad and a x Uzi WWI MEN 10-0'{Chimry b be imbledum by porrm d a buidng Nuin �off= mte� CHULT oliiii CW RW uq FRONT ELEVATION SHOMES CORP. DWG. SIZE SCALE RW 0�� DATE 1NU STORY lYlO SIM PNO FA41NY 11"x17" 3/32"=1'-0" NA I�lo 22"x34" 8 18 95 L N_Y. SY5TEb11S PG.-10 FULL BASEMEN NOTES: FOUNIDAYMNS FOUNDATIOP4 ALL 1.) FOUNDATIONS MUST BE DESIGNED AND BUILT TO LOCAL CODES AND FOUNDATION WALONRY LS S ALL MEE>"TTHEUFOLLOWING REQUIREMErviS: ORDINANCES AND MUST BE APPROVED AND BUILDING OFFICIALS, INSPECTED BY LOCAL 2-) BASEMEN STAIRS MUST MEET ALL LOCAL CODE REQUIREMENTS ANSI-A41.1-1953 BUILDING CODE REQUIREMENTS FOR MASONRY 3_) ROOF LIVE LOAD 40#/FF2(MIN), 60#/FT?80#/FT AND gp#/FT,2 ANSI-A41.2-1960 (REAFFIRMED 1970).REQUIREMENTS SNOW LOAD MUST BE VERIFIED PER LOCALITY. FOR REINFORCED MASONRY 4.) FOUNDATION STEEL SUPPORTS PROVIDED BY ON SITE CONTRACTOR (REAFFIRMED REQ AND SHALL HAVE A PROTECTIVE COATING BY ON SITE CONTRACTOR. ACI-530-1988 BUILDING CODE REQUIREMENTS 5.)-A)UNDATION VENT REQUIRED: USE MINIMUM PER CODE ENFORCED FOR CONCRETE MASONRY STRUCTURES (REVISED 1983), B'x16' VENTS WITH RODENT SCREEN AND OPERABLE DAMPER TO PROVIDE A MINIMUM 96 SQ. IN. FREE AREA EACH (MIN. OF SHA Sp. FT• FREE AREA FULLY OPEN) RODENT SCREEN MESH ANCHOR SPECIFICATIONS: SHALL BEFT' CORROSION RESISTANT WIRE MESH NOT GREATER THAN NE6',ry 1/2: NOR LESS THAN 1/4 IN ANY DIRECTION. LOCATION 1 FOOT MAXIMUM FROM EACH END OF SILL �F 4p c•k yF�s 9� 6-) TOP OF FOO MINIMUMFOFiMTWO UM ANCHp�RS FOOTERS BELOW FROST UNEBOLTS IN EACH SILL PIECE SIZE 7•) THIS DRAWING NOT PART OF THE APPROVAL MINIMUM 1/2 INCH ROUNDK BOLTS MINIMUM 1/2 INCH IN DIAMETER m (y'} CRAWL SPACE NOTES: 15 INCHES IN UNIT MASONRY IN CELTS EMBEDMENT: MINIMUM 7 INCHES IN CAST IN PLACE CONCRETE D �A NO 0606ay AND SPACES FILLED WITH CONCRETE 1.) THE FOUNDATION MUST BE DESIGNED AND BUILT TO LOCAL CODES A��ESSt�"'p AND ORDINANCES AND MUST BE APPROVED AND INSPECTED ANCHORS MAY BE HOOKED, PLATE OR EYE AND PIN TYPE- BUILDING OFFICALS- BY LOCAL ALTERNATES: SYSTEMS DESIGNED TO EQUIVALENT ` U 2•) AN ACCESS CRAWL HOLE 18"x24" MIN. SHALL BE PROVIDED Tp THE LOADS ARE ACCEPTABLE. CRAWL SPACE. co CL 3.) ROOF LIVE LOAD 40l/Fi2 SNOW LOAD MUST BE VERIFIED PER LOCALITY. 4•) FOUNDATION FQ- AND SHALL �A PROTECTIVE PROVIDED BY ONSSITE ITE CCO��O CONTRACTOR. 5-) MINIMUM CRAWL SPACE VENTILATION REQUIRED: -ij 6- USPACE150 OF CRAWL ST MEET LOCAL CODE REQUIREMENTS O 1m, 0_ 6.) TOP OF FOOTERS BELOW FROST LINE 1-Al robs0_ pubiing to 9 u feif a by over'are oblga6ae IL lerbi d 35dff bdmm ai fhle ad fouabbaa vA. Q 7-) THIS DRAWING NOT pART OF THE APPROVAL &&**or hidr vow b� Lij 2d 34 v�IjTxls anrha saR� tz sun .h edo,e how Q tz N cart^�9 6addcr ~ wkpwr% aaay tae ad:9a Fi W h ALL CONCRETE USED IN THE CONSTRUCTION OF �d�aw�m vwt �� d�thm Miroraa Sd�t�°61°m�'0d m+hiecl n FOUNDATION WALLS SHALL MEET THE FOLLOWING REQUIREMENTS; bed ra�prmmk " J.bahi a',n�p� 12'-d oput that uncd„�� ACI-318 ° 4'-0'a m fa*W by bed crda BUILDING CODE REQUIREMENTS It T°0*Em*'P m Tam i ay xWok k5d�� FOR REINFORCED CONCRETE 4.%b tea dmigr•a reanamded Tor mi bmriV no id be braid as bcd xi md&m ' (REVISED 1986). im Ihm=Wf 15.Sail mP bbd or mrmd 0 mpimd at by aarxt BUILDING CODE REQUIREMENTS s.It pod famdi6m ib home bzdrrwL FOR STRUCTURE PLAIN CONCRETE. dhdo�t a�°'�Wmm°d^n�a m= G The hrdofm imb mat be a�mm*g1 7 a*m a a uirh m�m W1mp d a d man d 4 a}R tih ACI-531-79 BUILDING CODE REQUIREMENTS `T a mei danmoa d 1B n and o memamr al hegld d FOR CONCRETE MASONRY STRUCTURES. A d aanr 4� 7141) f-� (REVISED 1983) `�"�"�� 4 FeH ieUdbd aiiy n hmenad•s a6jed b bmf ieQee6m, L Iardfia ad pdr ba5om Haa,amd9 b ad.ddf(a sCHUL T HOAfES CORP. P�ar*dde¢�adSmda�farIRKi; m#merpjjh� REESCRIPfION NEW YORK SYSUS L NA 96296-17.DWG N.Y. SYSTEMS PG.-17 I • W!OTHS OF UNITS MAY VARY BY AS MUCH AS 12 FOR DAMPLE A 2B' WIDE UNO MAY BE 27 OR 28•. END. WALL -- _- - _ _ — C — — flx18 Pf-- - 1 17--F ftEAUIRED E72 NOTE 3 111--- THE E?IGINEET2 HAS ASSUMED 2000 p� MINIMIUM SAIL F.�F �E w f — ——— — —I BEARING. SOME SOILS HAVE HIGH EXPANSION CHARAGFOUU\V�� _ P� G. M YF y�'9 V A T§0N TERISTICS OR HAVE LOW SUPPORT •l O '� THERE THE CERTIFlNC ENGIN CAPAAILfT76. ,C S 8" CON. BLl?CK I I WD}i A SOIL REPOH' ETF A EER SHAUMnED BE EURNLSHFD ~ n I IC!♦ SEE ART (FOR SPANS PAGE-30) D. WALL I L SHOWING "AT SOIL fiEARING MEETS C�FlW I�� ENG- OILS I COLUMN 0 o m m= I T- I RANCHk LOADS �T) BASE7AENi WNL LOADS (12) cPF -� , r L 3I PKE O FET�.s m x = 3 z I I (' B I L I 24 WIDE-- 8000 RANCH RANCH k RAISED RANCH p No. 060r�'y L FE PALE X R;RCM ff�M ua�MILE U I I n e I I rJ J I DEis� 2WDE.L J 28 W! o: 6 I 910 PLE.1 g L J L 28 WIDE 9�D PLE. 4- Dik o o U I I COLUMN�� B I I ( r U _ A I I A CRAWL SPACE I i I I ANCHOR Do (OR BASEMENT WINDOWS) AND"I' FROM CORNERS II------ — FOUNDATION DIMENSIONS DO NOT -[F • INCLUDE BRICK LEDGE UNLESS , r------- NOTED. (SEF NOTE 8) G CODE AN SIL PER LOCAL I [LO-J PORCH DETAIL SEE "PORCH CODE ANO SOIL CONO(DONS L-� DE7Nl BELOW CENTER SEE PLAN ON E)aT DOOR qnA FOR O VERALL LFNTMDUAL CIT FOUNDATION PLAN w NO SCALE Q Ln YiUv'-ES CL- DOUBLE PERIMETER FLOOR BEIM PLAN VIEW ZE JOISTS 2x6 SILL PLATE 'O�WERS EXT MW MAT2Z AJ � GRADE Lr ct 6 NOTE 15 JOS o Ld COMPR� 8' CONC BLOCKS F¢- DETAIL 't' RLLOff cn m - •2.7- CONC. FOOTING 8' CONCRETE BLOCK �� �� MOISTURE BARRIER FOUNDATION WALL TAMM STM PER LOCAL CODE 12 COURSES ( RANCNJ SIM SECTION AA PLATEy m COLUMN c D vA�wQUQ2 FOUNDATION DRAINAGE PER LO(JL 'CONC. SLAB4CONC. FLOOR CODE.PER LOCAL CODE LINE /4 RODS CONL( 14 DSCoNT B4R1t�R-E B' CONC. BLOCKS NOTE 1 �' ) 8" CONC. FOONNG -. : • - _ SCI ( UL T HOMES COl 41 . SE_A—A SECTION B—B - - REV DESCRIPTION LATE SECTION BB N NEW roc Srsi3is 96296-18 N.Y. SYSTEMS (PG.-18) 17A wa;.wnra. .rr.. +r .w.rrw...w................ . . :.�;' C7-mr]El:�.) AY::�X_Do 9 !! FRONT PORCH ADDITION TO CREST HO MODULAR HOME #EN02 -041 �� � j, si. Ap I CO • ti, . +GENERAL NOTES 6" ` I 1"ROUND CONC. PILLARS ON CONC. PADS 3E'BELOW GRADE I DBL. 2X12 GIRDER 2X6 PLATE LAGGED TO OLD. f ; 2X6 JOISTS 16"O.C.TEKOED TO PLATE � � � l � ; � ► � — > � y ! " r. �e•7� 11 71--.011 F 6X6 CLUES F" ! 2X6 CEILING JOSTS 16"O.C. 2X6 RAFTERS 16"C.C, IT 1 X4-DECKING � ,~ a TRPL.2X 12 HEADER F, WHICH RAILjj]- IF _- < HURRICANE STRAPS AT RAFTERS 2X 12 STAIR CARRIAGES ` ROOFING TO MATCH HOUSE 7 1/4" RISERS 14" TREADS i j # LEFT Q51DE ELEVATION �- , a C�llht� 4(1'x' 1 (5C i �A LV 11 �'�F � �,� � ��._.� — _ ____ __._.. _..� �^ HNE4 30, FOUNDA""I PLAN , jr-= TP[all.2X }: f 1 cxF'c(' ' .C, VINYL � 1 D I N( , rr t TPhI1,1N ��'��+t _ _.___ .- --j• ...... .___ i i �� �- ��----•.. i'� �� ---__.... _ � � I - t r! t •`,.� �, f �;---•--...^ �`�ltC[*l' I NG /' 1 272002 DBL C. G• r- 0. 4 v x t _ FQON"" ELEVATION �FTHESt IRIr UG]a I E Cb'o' ION k5 A 1,t,' 1 4 l F s O N��'1' �� 1,1�� PAG ONE Of ONE