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HomeMy WebLinkAbout29407-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29764 Date: 10/09/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 855 STANLEY RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 8 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 15, 2003 pursuant to which Building Permit No. 29407-Z dated MAY 22, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH, & ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to EDWARD & MELISSA HASSILDINE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-10-02-0194 10/08/03 ELECTRICAL CERTIFICATE NO. 77150C 09/09/03 PLUMBERS CERTIFICATION DATED 09/19/03 BERTSAND PLUMB.&HEATING '4' ). Z' t ori d Si ature Rev. 1/81 L. 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. 29407 Z Date MAY 22 , 2003 Permission is hereby granted to: NICHOLAS & ANNA LYGNOS 736 ISLAND WAY - #1206 CLEARWATER FL, 34630 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 855 STANLEY RD MATTITUCK County Tax Map No. 473889 Section 106 Block 0008 Lot No. 012 pursuant to application dated MAY 15, 2003 and approved by the Building Inspector to expire on NOVEMBER 22 , 2004 . Fee $ 1, 215 . 00 1kignat uture COPY Rev. 5/8/02 C4A9g- 000 8- FormNo.6 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT of TOWN HALL 765-1802 _s_JPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Comrnercial building, industrial building, multiple residences and similar buildings and installationsb 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, etreets, building and anusual natural or topographic features. 2 A properly completed application and consent to inspect sided by the applicant. If a Certificate of($ccupaney is denied, the Building Inspector shall slate the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy- New dwelling $25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, CoiruneMal $15.00 Date. /y New Construction: _ Old or Pre-existing Building: (check one) Location of Property: SSS S7�W k-1-1 kIYA,4 House No. Street / Harrilet Owner or Owners of Property: &GIl.U6u Gl ¢ htP�/S R__ �AS S/ �(� ✓ Q _. Suffolk County Tax Map No 1000, Section D(v Block DOC Lot (2/Z Subdivision SLUM f 44k7ad Filed Map. Lot: / nom_ Permit No. c2lf f07 - 7. Date of Permit. a Applicant: /—AfSj//d r'M—P Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ $c2 5 Applicant Signature c'Q �a97G� Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 9/10/03 375 Dunton Avenue 77150C East Patchogue, New York 11772 (631)286-6642 Issued To: Mellissa Hassildine Street: 855 Stanley Road Village: Mattituck Zip: 11952 Town: Southold Section: 106 Block: 08 Lot: 012 Contractor: North Electric Company Lic. # 890-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub n Residential ❑ Det. Garage ❑ Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition - Survey —FSwitches Receptacles Fixtures GFI Heaters A/C Fans 36 2 5 1 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 1 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / X 1 Bldg. Permit: 29407-Z Other Equipment !Modular Home Hugo S. Surdi President Rough Inspection: 09/09/2003 Inspector: Aneal Angelillo Final Inspection: 09/09/2003 L Inspector: Ansel Angelillo This certificate must not be altered in any manner. Inspectors may be identified by their credentials. i rzr» 2 1��p1f4 fiFO(,����� o Town 11,111, 53095 M,1111 noad H Z Pnx (516) 765-1823 P. O. Box 1179 0 • � Telephone (5 16) 765-1802 Southold, New Yolk 11971 , 4'0 �aofi)s 1 r� 11f OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I 0 N DATE: September 19 , 20103 Building Permit No . 07 Owner: a55. �G1 _ �G� Ua✓�( �, yY1��fSS� (please print)) Plumber. : __ Ber-t_sand_Plumbing_& Heating, Inc. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Signature) Sworn to before me this 19th day of September 2008 Notary Public, Suffolk County ELEEN M.14011CNE . Notary Public,State of New Yak No.4626942 Oualifi9d N Suflok Couay Cam�frgnEfgpNrfury8f,ED�� SUFFOLK COUNTY WATER AUTHOIRITY 624 Old Riverhead Road, Westhampton Beach, New York 11978-7407 (631)288-1034 November 20, 2002 Fax(631)288-7937 Catherine Mesiano, Inc. 12 Mill Pond Ln East Moriches, NY 11940-1222 Re: SCTM# 1000-106-8-12 Dear Ms. Mesiano: Pursuant to your request, the Suffolk County Water Authority has approved your application for public water to the above referenced tax map parcel. Connection to our distribution system will be done in conjunction with the rules and regulations of the Authority and not before all fees have been paid. Please feel free to contact our New Service Department should you require any additional information. Sincerely, John Dunn Assistant Manager Eastern Regional Office JD:ah BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 5/ /03 APPLICANT: � _ DATE SUBMITTED: /L-y/03 SCTM# DISTRICT: 1,000, SECTION: _to(___, BLOCK: '�' , LOT: _ja-_SUBDIVISION&sir lKie , a ADDRESS�Y�� CITY: jr,L_ ZONING DISTRICT: CONFORMING? AIJ BUILDING PERMITS OPEN/EXPIRED: BP -Z / C/0 Z- INFO/BP_ -Z/C/0 Z- _, INFO BP -Z / C/0 Z-----, INFO /BP -Z/C/0 Z- INFO PRE CO: Y OR N BP -Z / C/0 Z- SINGLE & SEPARATE CERTIFICATION-REQUIRED YC� NOTES: lvlc"'`1 LOTS 40,000SF-100-24.LA)t recognition_(CRF.ATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997100-25.Merger.(A nonconforrnfng at any time after 7/1/8 REQ. LOT SIZE: _ACT. LOT SIZE: !� REQ. LOT COV. ACT. LOT COY,/. _ REQ. FRONT 4 ' PRO RON _ E / ' 35— ACT. SIDE / REQ. REAR �y PROP. REA REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Mw 4 co ESTIMATED PROJECT COST: /o Xl ARCHITECT/ENGINEER: FAST TRACK WATER FRONT? &49 DESCRIPTION: PANEL #: FLOOD ZONE: —)(—, COMPLIANCE: APPROVALS REQUIRED .�io SUFFOLK COUNTY- HEAL AEP . YE or NO, (BED #): DTE: �/ Z PERMIT#: TOWN SEPTIC RECEIPT or N NEW YORK STATE DEC: PRF-DEC 9/1/75 YES 0((:9D SOUTHOLD TOWN TRUSTEES: YESr TOWN ZONING BOARD APPROVAL: YES T TOWN PLAN. BOARD APPROVAL: YES TOWN HISTORICAL PRE (SPLIA): YE N c � NEW FORK STAT COQ DE OM�PCLIAIGCE (SEE PAGE :6 NO NOTES:. I FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 130 SF SECOND FLOOR: 10 ID SF OTHER: SF INIT OTHER TOTAL TOTAL: 0 SF FEE FEE FEE I L ( `-Iti00 SF)- (( X50 SF)=J550 SFX $_30 +$ 16-0 +$ _ $ taCSl 2. (_SF)- (_ SF)= SFX 3. ( SF)- (_ _SF)= SFX $— FINAL TOTAL: $ i NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL/GERS: DESIGN ELEMENTS: S: Y/N WALL ST S: Y/N Y/N CEIL JOISTS: Y/N ISTS: Y/N ROO RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y DESIGN LOAD CALCULATIONS N SHOULD INCLUDE LIVE,DEAD,SNOW,S MIC AND HIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW DOOR SCHEDULE: / SSLE TEST REQUIREMENTS. Y/I GRESS, LIGHT, VENT:lr3/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHE LE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N / LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CE TIFICATION: Y/N ERGY CALCSON TOTAL COMPLIENCq?e/N (RETURN TO PAGE ONE) II Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/15/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Hassildine Iii, E.c. 555 Horton Avenue Mattituck, NY 11952 Clerk ID: BONNIED Internal ID:75023 File No.: RH80023546 Commonwealth Land Title Insurance Company 177 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 I LLands erica Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 11/232002 Title No. RH80023546 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: THE TOWN OF SOUTHOLD 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 July 1, }983 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 Twenty - Five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 855 STANLEY ROAD, MATTITUCK, NY 11952 District: 1000 Section: 106.00 Block: 08.00 Lot: 012.000 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company VINCENT SETTE BRANCH MANAGER Title Number: RH80023546 Dated: 01/07/2003 Single and Separate Search TQ20015NY (07/00) File No.: RH80023546 CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 106.00 Block: 08.00 Lot: 012.000 Stanley J. Sledzieski & Helen Sledzieski, his wife dated 02 21/1969 to recorded 03/2 969 Nicholas Lygnos &Anna Lygnos, his wife Liber 6522 page 517 STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK ) VINCENT SETTE, being duly sworn, deposes and says: That he is an Officer 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. Commonwealth Land Title Insurance Company Subscribed and Sworn to �. this 7th day of January 003. BY: VrNCENT SETTE �C) BRANCH MANAGER Notary Pu cy A Lang Notary Public, State o New York Single and Separate Search I 4984119 Qualified in Suffolk County Jw 3 Commission Expires July 15, File No.: RH80023546 CHAIN OF TITLE FOR PREMISES ADJACENT EAST: District: 1000 Section: 106.00 Block: 08.00 Lot: 013.000 / Stanley J. Sledzieski & Helen Sledzieski, his wife dated 01/13/1969 to / recorded 01/21L969 Walter G. Jankowski &Wanda C. Jankowski, his wife ,// Liber 6497 page 495 NOTE: Walter G. Jankowski died 12/26/1985 (Suffolk County Surrogate's Index #78P86). Wanda C. Jankowski dated 12/05/1986 ✓' to recorded 12/26/1986 Mary Damanis, Chris G. Damanis & Nicoleta Damanis, his wife Liber 10202 page 504 Peter Poulos &Argery Poulos, his wife as Tenants in Common //V Mary Damanis, Chris G. Damanis & Nicoleta Damanis, his wife dated 01/22/2000 1/ Peter Poulos &Argery Poulos, his wife recorded 03/03/2000 to Liber 12025 page 129 Thomas Hedgecock &Judith Hedgecock, his wife Commonwealth Land Title In--ppsurraannce Company Subscribed and Sworn to this 7`h day of Januar , 003. BY: VINCENT SETTE BRANCH MANAGER Notary Pub is Nancy A.Lang Single and Separate Search Notary Public, Stat NewYoAc Ni. z!--,; i9 OL:' - Suffolk County �y� Con:.-Jsadcn Expires July 15,4& Fife No.: RH80023546 CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH: District: 1000 Section: 106.00 Block: 08.00 Lot: 020.005 Charles Kleinschmidt &Anna May Young dated 07/17/1982 to recorded 07/22/1982 Anthony Dris & Helen Dris, his wife Liber 9215 page 73 NOTE: Anthony Dris died 05/26/1989 (Suffolk County Surrogate's Court Index #1177P89). Helen Dris dated 12/04/2001 to recorded 07/13/2002 Daren McEvoy Liber 11904 page 203 Daren McEvoy dated 12/04/2001 to recorded 06/17/2002 Daren McEvoy & Stephanie McEvoy, his wife Liber 12191 page 896 Commonwealth Land Title Insurance Company Subscribed and Sworn to this 7" day of January, 0 . VINCENT SETTE BRANCH MANAGER Notary Publncy A Lang otary,Public,-St New York Single and Separate Search No.4984119 Qualified in Suffolk County Commission Expires July 15, File No.: RH80023S46 CHAIN OF TITLE FOR PREMISES ADJACENT NORTH & WEST: District: 1000 Section: 106.00 Block: 08.00 Lot: 054.004 Leo B. Sledzieski dated 12/03/1954 to recorded 12/03/1954 Stanley J. Sledzieski & Helen Sledzieski, his wife Liber 3802 page 325 (As to Tax Lot 054.004, part of part of Stanley Road and additional property). / Stanley J. Sledjeski a/k/a Stanley J. Sledzieski dated 01/22/1988 V// & Helen Sledjeski a/k/a Helen Sledzieski recorded 02/23/1988 to Liber 10545 page 598 Peter Phillips & Helen Phillips, his wife (Last Owner As to Part of Stanley Road/shown on Map of Section 2). Stanley J. Sledjeski a/k/a Stanley J. Sledzieski, Surviving dated 07/02/2002 Tenant by the Entirety of Helen Sledjeski a/k/a Helen recorded 07/23/2002 Sledzieski (died 11/25/2001 Suffolk County Surrogate's Liber 12198 page 892 Index #2316P01). to Peter Phillips & Helen Phillips, his wife (Last Owner as to Part of Stanley Road/shown on Map of Section 1). Sunset Knolls Development Corp. dated 11/27/1970 to recorded 12/01/1970 Captain Kidd Water Co., Inc. Liber 6848 page 220 (As to part of Tax Lot 054.004). Commonwealth Land Title Insurance Company Subscribed and Sworn to this 7 1h day of Januar 2003. BY: VINCENT SETTE BRANCH MANAGER Notary ,c,A Lang Single and Separate Search Notary Public, State of New York No.4984119 Qualiffiedied in Suffolk County Commission Expires July 15, w" File No.: RH8O023546 Captain Kidd Water Co., Inc. dated 01/11/1984 to recorded 01/16/1984 Steve G. Tsontakis Liber 9495 page 390 (As to part of Tax Lot 054.004). Steve G. Tsontakis dated 02/04/1985 to recorded 03/13/1985 Peter Phillips & Helen Phillips, his wife Liber 9752 page 16 / (Last Owner as to part of Tax Lot 054.004). ✓/ MST Construction Corp. dated 05/24/1973 to recorded 05/30/1973 Peter Phillips & Helen Phillips, his wife Liber 7408 page 72 (Last Owner as to part of Tax Lot 054.004). Commonwealth and Title Insurance Company Subscribed and Sworn to " day of January, 0 BY: VINCENT SETTE / BRANCH MANAGER Notary Lang Single and Separate Search Notary Public, State of Ne York No.4984119 Qualiffiedied in Suffolk County �,y� Commission Expires July 15, i File No.: RH80023546 CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: STANLEY ROAD / STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK ) VINCENT SETTE, being duly sworn, deposes and says: That he is an Officer 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 Subscribed and Sworn to /l I - _ this 7`" day of January, 2003. BY: L/� Kiri VINCENT SETTE BRANCH MANAGER 141 0, Nota RdocLang Single and Separate Search Notary Public, State of NewYofk No.4984119 in in Suffolk County gommission Expires July 15, i 765-1802 BUILDING DEPT. - INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY REMARKS: DATE ! INSPECTOR 1 765_1802 BUILDING DEPT. INSPECTION [ ] F DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE - INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING FINAL Gro soc— [ ] FIREPLACE & CHIMNEY REMARKS: DATE / INSPECTOR i M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ FIREPLACE A CHIMNEY REMARKS: DATE O INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLALO A CHIMNEY � i REMARKS: _ 4-7 DATE INSPECTOR 444, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE nC3 INSPECTOR FIELD INSPECTION REPORT DATF, CONaEffm FOUNDATION(1ST) a ------------------------------ 3 C m FOUNDATION(2ND) tO ROUGH FRAMING& S y PLUMBING INSULATION PER N.Y. - .3 STATE ENERGY CODE J - 3 FINAL ADDITIONAL COMMENTSfz 6 3 v - O a m g�g Y" y O x � t+5 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING I EPAKI'MENT Do you have or need the following,befare ar,,,png? TOWN IIALL +Board of Realth SOUTHOLD, NY 11971 __3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 —Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined__,20 Contact: Approved.,20 Mail to: Disapproved a/c Phone: Expiration ,20_ r--- -, -- Building Inspector 15 ?nn), -APPLICATION FOR BUILDING PERMIT a Date Y/ f/ C7 I �, 2003 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspe for 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 publi streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. II d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Sudo a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building spector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the d e of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations a fecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pe 't for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursu t to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinanc s or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein describ d. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to dmit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a co oration) 55-1 A „ IgVe. M& 6� N Y /19,TL (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber otl builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. &et I Electricians License No. 890 C Toc sfrian� - A/o✓ GltCfr,`c Other Trade's License No. 1. Location of land on which proposed work will be done: 55 Sfa;'q k ed- House Number Street Hamlet County Tax Map No. 1000 Section /D(p . 0-0 Block O$. 07.�) �° 01 Q, UZ7D Subdivision ,Si<nset Kna//S Filed Map No. Lot (Name) : , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V a C.O..VI f /al- b. afb. Intended use and occupancy 7✓i ita a rV f--{S i 6U�j e-p 3. Nature of work (check which applicable): New Building Addition Alteratioi Repair Removal Demolition Other Work (Descript on) Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units___,jNumber of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify, nature and extent of each type of use. AJ A 7. Dimensions of existing structures, if any: Front /y 14 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8O Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front &q. 79 Rear /30, @ q ' Depth /9a, OQ 10. Date of Purchas S 0 Name of Former Owner /10 11 Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOy/ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES V NO �atfi fu.e.L' 14. Names of Owner of premises fdSSi'ldinf Address 555 flv✓tor</1yt Phone No. a9g' r Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFS,-�k1 o 1,) 1 QWQ/� C. H&s-St U i h -ZT7 being duly sworn, deposes and says that/he is the applicant (Name of individual signing contract) above named, (S)He is the (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 thi application; pp anon; that all statements contained in this application are true to the best of his knowledge and belief; and that the work w 11 be performed in the manner set forth in the application filed therewith. Sworn to before me this c24 � day of I / �2003 W — Q ary Public Signature of Applicant WM Ojdkd QiFVim16r & 2oob COMPLY WITH ALL CODES OF A+ NM NEW YORK STATE & TOWN CODES DATE tP.t� 29yb AS REQUIRED AND CONDITIONS OF �� SOUTal)TOWN ZBA MIN DEPAl1RW AT SOUTHOLD TOWN PLANNING 00 IWIM E AM TO 4 PU ICA TIME MgHOLD TOWN TRUSTEES FOLL MIM I IIPiCTION& KY,S DEC I. FOR POIMIED COMORO Z ROUGH • FRIM W A PLAIIIIMIa & Nr8 UTION 4. FAYAL • COIIETRIICTIOM.MINT BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL ALL CONSTRICTION SHALL MEET THE MEET THE REQUIREMENTS OF THE REGUFaM iS OF THE COOK OF NEW CODES OF NEW YORK STATE. YORK STATE. NOT RESPOM MI.E FOR DEMON OR CONSTRUCTION UFAM PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING VLMTt r/O COMPLY uWIITH CHAPTER FLOOD HOLD TOWN CODE* PLUMBER CERTIFICATION OCCUPANCY OA ON LEAD CONTENT BEFORE USE IS UNLAW � CERTIFICATE OF OCCUPANCY + SOLDER USED IN WATER wITHOUT fj j IWS SUPPLY SYSTEM CANNOT ,�.�,� �p EXCEED 2/10 OF I%LEAD. OF O AWY DO NOT PROCEED WITH FRAMING UNTIL SURVEY UNDERWRITERS CERTIFICATE OFI-IAS BEEN APPROVED,APPROVED, REQUIRED I f'iAR-14-2GJO3 1 VJ 14 CODES DIVISION 512 426.4437 P.02/04 STATEOF NEW YORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY NY 1 2241-0001 - GEORGE E. PATAKI - ..R ANDY A. DA,KI LS _ GO�CRNOe - 9ccnnwr or STATC February 25, 2003 Mr,George Clark Vice President of Operations Apex Homes Inc. 247 US Highway 922 Nortb Middleburg,PA 18504 VIA FACSIMILE TRANSMITTAL RE`.M 11.68-02-074 System approval CONDITIONAL Dear Mr.Clark Issued herewith,in response to your December 06,2002 .'application for approval of a Detached 0{te- and Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System-of Models is Fact pry Manufactured Building Approval designated M 1168-02-074,.as authorized under Part 1281 of the Uniform ire Prevention and Building Code. Buildings manufactured under this approval are Ihnited to installation on sites meeting the following criteria: L The Seismie,Desip Category as determined by geographic location and soli Site Class Is Ihnhcdl ag follows: Seismic Design Category A,B,C for Detached One-and Two-Family Dwellings. 2. Calculations fur snow drifting on lower roofs& sliding snow leading must be explicitly addressed t�r each individual plan submission. Tabular loadingvalues within the system (snow drift chart) must be specified for each individual submission. The plan submission must include engineering data Or structural members which will address the increased loading within the drift area. - Supplemental Conditions of Approval In addition,the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling.to e installed in New York State. Each permit set is to be sealed and signed by an architect or engine r rcgiscered in New York State and is to bear that architect or engineer's certification that"the plans a d specifications of the permit set are derived from and consistent with the plains and specification' associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturers qualiv assurance agency. The following are specific requirements regarding the contents of die permit set. 1.1. A set of drawings comprising at a minimum: 1.1.1 Cover sheet which contains infomration.on: Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, wwv+,WS.STATE.NY.Us E-M. L: INF @004,STATE.W.US PlAR-14-2003 10:14 CODES DIUISIOM 513 436 4437 P.03/04 Mr. George Clark February 25, 2003 Page#Z Seismic Design Category,Wind Speed,Live Loads,Dead Loads,etc- -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Ener8y Conservation Construction Code of New York Stree, 2002 Edition. Method. of compliance and pertinent documentation shall be provided.' -Occupancy classification Construction type classification General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system ser drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floorplaus.wbich convey the information on: -Required and provided light,ventilation,egress,window and door schedules Unambiguous identification of structural members Smoke.detectors and GFCI Interruptprotcction: 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections) details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drilling or unbalanced snow load conditions) 1.1.7 Non-.typical details(such as prow roof,cantilever beams, etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed. scaled, and dated.by New York State registered design professional. 2.The manufacturer will submit a weekly report summarizing (listing)all permit sets with information about project location,production serial number,and NYS insignia number. 3.11c manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with[the provisions of the Uniform Code. 5. The Division will conduct quality control review.ofpermit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code ofNew York-State, Deficiencies will be reported to Manufacturer name and are to be promptly addressed., The approval is indicated by the New York Statc Department of State"Stamp of Approval"placed on Ole accompanying set of plans and by the qualifying letter dated February 25,2003 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permjit and be deemed a duplicate original. George.E. Clarke Jr. Director Division of Code Enforcement and Administration enclosure cc;PFS Corporation 02-074CAL.wpd Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release I Data filename:C:\Program Files\Check\REScheck\l 1223.rck TITLE: QN-I1223/NY COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 05/05/03 DATE OF PLANS: 5/5/03 (� PROJECT INFORMATION: WELLMOD HOMES CORPORATION/HASSILDINE COMPANY INFORMATION: APEX HOMES, INC. ALM" i 247 US HWY 522 N. ( : MIDDLEBURG,PA 17842 tp• COMPLIANCE: Passes Maximum UA=376 Your Home UA=316 16.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1210 30.0 0.0 42 Wall l: Wood Frame, 24"o .c. 2193 19.0 0.0 109 Window 1: Vinyl Frame:Double Pane with Low-E 247 0.340 84 Door 1: Solid 40 0.260 10 Door 2: Solid 19 0.130 2 Door 3: Glass 40 0.300 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1210 19.0 0.0 57 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to eet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamp$d and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer .. Date—51 I—A 0,3 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.5 Release I DATE: 05/04/03 Bldg. Dept. Use I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed fights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls,and floors. Materials Identification: [ ) I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.'. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8, [ J I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ J Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds,gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ J I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ) Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code , as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runcuts Circulating Mains and Runouts Temperature(F) Up to V Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pipj2&System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressureffemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Survey for: ;wG c ' 0 "°`°°" EDWARD C. HASSILDINE III Na�7„> 1UFFO f 010I.'UY ZOGZ hOV 2 I Ai+1 I1� 43 B1 STANLEY ROAD «-56a & MELISSA HASSILDINE 1 L , — — _ 'NATER MAIN Lot 10, "Sunset Knolls” OFFICE WASTEWATER MGMT Pac 6 WH GUY S87- / nc'F o` aa`EaENT At'11 00 E 1 fi9.79' Mattituck E E1=58.3 Town of IIw =sv.o N8711'00"W )) /� 7 Southold Suffolk County, New York Y I 1 O L=34.54' dS.C.T.M.: 1000-106.00-08.00-012.000 gp ( ilk f so 30 PROPOSED l a SANITARY SY57EAlI p I I� S <TY O SCALE:1'=30' h a m 1 FE I p 1 t Ee NOTES: a Q w� ; 1. AREA = 22,828 S.F. cQ o. 2. a = MONUMENT FOUND. ♦ = STAKE FOUND. M �� �T� I f J 3. SUBDIVISION MAP "SUNSET KNOLLS" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN. OS, 1 68 AS FILE N0. 5023. ELEVATIDMS SHOWN HEREON ARE REFERENCED " '� �J TO N.G.V'OATUM (MSL 1929). zz f O y PROPOSED HOUSE of —� 3 OCT. 21, 2002 IND. PROP.WATER SERNLE j y O (< BEDROOMS) 777 "� VVV OCT. 01, 2002 AMENOED PRO PROP. S1RUL. ) ` P SEPT. 17, 2002 mo. PROP srnuc. 1 AUG. 2002 JOB N0:2002-44 53 N i 3 SUFFOLK COUNTY DEPARTMENT OFHEALTHSERVICES CERTIFIED To: EDWARD C. HASSILDINE III & PTRMTTFOR APPROV. LOFC{BIv"`"'i2ITMONdFOR A i MELISSA HASSILDINE 0 0 4 s"UGLL FAhfF. >Fc">;.`'MENCF ONLY � i W DATE 1,2222. NS F.NO. Nm APPROVED g W Q i ' EFOR mAXiA.UVI I OF ODMS a Z i iv EXPIRES THREE YEARS FROM DATE OF APPROVAL o I, EXCAVATION INSPECTION REQUIRED _ sNEo I � EE=S75 _ FOR SANITARY SYSTEM H. FOX N Y-S.L.S. #50234 _ - —_-- — _-- -- 78--8 PAHTMENT FOX LAND SORVBYINC ti N88'4T00"W 130.29' FIN �zs PO BOX 224 PLEASE NOTE SPEONK, N.Y. 11972 aSanita $ (631) 325 2902 Lot ry �s1:-n not to be installed Lot 38EI wo{e<) (Dwelling Well In Excess O, 150') under d6veway. oa cF A E n m , ...,5 ..N Y Wlth FC TOS C U "cy q F.FIYG CO.RgIllfll� T VD R'F O �NY.E L PFMpO EICAI Subdivision — VCT �3 C 5 cCEC T 6E . J ,IF E G%'Y. "Anthony Dris & Helen Bris" Su lk Count 1 a .fQ y File No. 8995. DWG: 2002-453 Survey for: EDWARD C. HAS �LDININE EII & MELISSA ASSI STANLEY ROAD Lot 10, "Sunset Knolls" jf--WATER MAIN At `-EDGE OF PAVEMENT Mattituck POLE 6 587'11'00"E 69.79' Town of WTN cur Southold EN87'11'00"W 755.00• Suffolk County, New York R=18.50' S.C.T.M.: 1000-106.00-08.00-012.000 hN O L=34.54' so 0 30 S N # ap NOTES: 9 Q A. AREA = 22,828 S.F. R' m \ 2. 0 = MONUMENT FOUND, A = STAKE FOUND. 15A . I 0 = SPIKE SET, = STAKE SET. 3. SUBOIVISION MAP "SUNSET KNOLLS" FILED IN ty THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON o `C JAN. 05, 1968 AS FILE N0. 5023. N a •iO� j 3. ELEVATIONS SHOWN HEREON ARE REFERENCED O 1\ �Z TO N.G.Y. DATUM (MSL 1929). •� "•' ^ b JUNE il, 2003 FOUNDATION LOCAPON $ J _ 37 7' MAY 20. 2003 ADDED PROP,HOUSE II „v +' MAY 05, 2003 nnoeD crnnocnna+ r� �, - zzo' J J APR. 30, 2003 sA.FOR CONSTRUCTION DEC. 13, 2002 WOOED cERFF"A" �j FounOanoN - OCT. 21, 2002 IND. PROP. WATER rE CE y O OCT, 01, 2002 AMENDED PROP SERUC. SEPT. 17, 2002 IND, PROP STRUC. O DATE: AUG. 21, 2002 A) — — -- — — ,<o —20.2' JOB N0:2002-453 •N I N CERTIFIED T0: EDWARD C. HASSILDINE 111 & MELISSA HASSILDINE "O O ULSTER ..... VING BANK O "•' i FIDELITY NATV AL TITLE INSURANCE 'S W COMPANY 0 NEW YORK yz W s o O fi p O m 22 F O O z w .� Z N Z3DAVID FOX N.Y.S. SLS X5023 .p - ---- — - FOX LAND SURVEYING CO '" �' -------- _ PO BOX 224 SPEONK, N.Y. 11972 130.29' (631) 325-2902 FEN N88.47'00"W Woo() FENCE __1 as _ , oa aK ry AI'N FIE, Lot JC „ E r E] CA J F b'Jr L E R P ELD Lot 38 — Subdtivision - "Anthony Dris & Helen Dris" Suffolk County File No. 8995. , DWG: 2002-453 Survey for: EDWARD C. HASSILDINE III STANLEY ROAD ',& MELISSA HASSILDINE tot 10, "Sunset Knolls" L`—-WATER MAIN t I "i Li( hwN At POLE s --- l"EDGE OF PAVEMENT Nm CVY S87.11 WE 69,7 • �`— Mattituck Town of N87ry1OO"w 755.0o' Southold o h� R=18.5(3' Suffolk County, New York v / i L=34.54' S.C.T.M.: 1000-106,00-08,00-012.000 30 0 0 I_ SCALE:i"=30' t� NOTES; I� Q 1. AREA = 22,828 S,F, ICP ' 2, ■= MONUMENT FOUND, A = STAKE FOUND. g w O = SPIKE SET, A = STAKE SET. Q n2 am. i I ) M 3. SUBDIVISION MAP "SUNSET KNOLLS" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON cd �` " ST...... JAN. 05, 1968 AS FILE N0. 5023. X CA) a ----37,7'--_— r J AUG. 28, 2003 MAL WRWY JUNE 11, 2003 FOUNDATION LOCATION n O MAY 20, 2003 RawATED PROP. HOUSE MAY 05, 2003 AD=CERTIFICATION v O 2 STORY PRAMS NousE GARAGE APR. 30, 2003 SN. FOR CONsRJCVON Q � h DEC. 13, 2002 ADDED CERTIRCAIION OCT, 21, 2002 IND,PROP,WATER SERACE q.a aa'r —20,2' OCT. 01, 2002 AMENDED PROP. STRUC. y `a SEPT. 17, 2002 IND. MOP SMUC. +.. DATE: AUG. 21, 2002 +moi PATO ri:ti s JOB N0:2662-453 � y � o c-C) �/9 { CERTIFIED T0: EDWARD C. HASSILDINE III & MELISSA HASSILDINE ULSTER SAVINGS BANK l FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NW YORK Go p < sH„ � _ bNE of FILED MAP DAVID H. FOX N.Y,S.L.S, #50234 nree'47'ao'w waOD reNCE FOX LAND SURYBriNG 130.29 oes �fN �a PO BOX 224 SPEONK, N.Y, 11972 (631) 325-2902 Lot 38 t, Lot 7 t r_1 ZE EG G O A OIT �!1R _ 9E. l RIE F RH 4-i EC- �,.R EV Ill N1 Hf 1ING 6RE ^R kLEL EO EDS SubdiSubdivision — "Anthony Dris & Helen DTis" _ 11 E `ll ` Suffolk County File No. 8995. DWG: 2002-453 - - 19'-0"----- - -- ---6 0_ --�I PINE STAIRS TO 3'-O" C/ GRADE(TYP) 3'-O"- 2817 — — — — — - -- - - - - -- - - —_ 2817- -pTj b CONC. PAD — — -- - - TYP) —. 3'_0„� — — — - - — -- - — -- -- — -- - T-O” — — FOOTING:8"H X 16"W CONTINUOUS POURED HOUSE 15'-3" - 3'-4" CONCRETE WITH CENTER CHANNEL AND 2 CONCRETE LWITH D 2 COURSES U#4 COURSES#4 REBAR REBAR AT TOP OF WALL DROP WALL FOR 3088 ` GARAGE WALLS:487'H X 8"W POURED DOOR M CELLAR FLOOR:4"POURED CONCRETE CONCRETE WITH 2 COURSES#4 REBAR AT TOP OF WALL ` GARAGE FLOOR:4"POURED CONCRETE W/WIRE MESH REINFORCEMENT 5'-6"— -6-0„ 3,_6 6'-0" L - -I-6'-0„ 6'-3„ L- -I 6,_3„ 4”LALLY OSED BACK COLUMN(TYP) 30"X 30" E STAIRS POURED P) rQ M II CONC.PIER oCELLAR a GARAGE 536 sq ft 1199 sq ft UP ANDERSEN DROP WALL FOR 8070 I BASEMENT — 1 ROLLUP DOOR WIND OW -T FOUNDATION NOTES: 1. CONCRETE COMPRESSION STRENGTH MINIMUM 2500 PSI REFER TO "DETAILS" POURED CONCRETE SLAB CONCRETE COMPRESSION STRENGTH FOR 2.ANCHOR BOLTS TO BE MAXIMUM 4'-O"SPACING AND Q (MIN.4"THICK)FOR PORCH PORCH SLAB AND STEPS TO BE 35000 MIN. MAXIMUM 1-1/2"EXPOSURE FOR MODULAR HOME FOR PORCH PLANS FLOOR AT TOP OF WALL ON 2000#MIN.SOIL BEARING CAPACITY 3.TOP OF WALL TO HAVE 2'X 6"TREATED SILL PLATE WITH E of ae W 5�a yO� ALUMINUM TERMITE SHIELD AND FOAM SILL SEAL(TYP) -- --- - — - — --- ROE M 4. REFER TO DRAWING A48 OF THIS SET FOR HIGH WIND FASTENING OF HOUSE TO FOUNDATION. W r iu Z F� 4O 056"x'. p�''OFE SSiONP�'� FOUNDATION (REVISED 6/1/03) PROPOSED HASSILDINE RESIDENCE WELLMOD#ON-11223 WELLMOD HOMES CORPORATION NOTE. The drawings, designs, specifications and other information contained GEORGE B. MICHOS, P.E. Lot 10 Stanley Road, Mattituck, NY _SCALE: 3/16"= 1'-0" 21 East Amber Lane, Wading River, NY 11792 herein are the property of WellMod Homes and may not be used in any 101 Longfellow Road SCTM#1000-106-8-12 631 929-7216 www.wellmod.com ca a without the or written permission of WellMod Homes. Port Jefferson, NY 11777 FILE: HASSILDINEIR -6/1/03 t ) P Pn — -- — - -- - COMPLY WITH ALL CODES OF N= NEW YORK STATE & TOWN CODES 29ya AS REQUIRED AND CONDITIONS OF SOLIMI)TOWN ZBA SULOM DEPA II' AT SOUTHOLD TOWN PLANNING BOARD IWIM $AM TO 0110 #0111E SOUTNOLD TOWN TRUSTEES FOUR M" N61�G 1. FOUNbAYION • TWO . . D Ky.5.DEC FDR PO4lREO 004., 2 ROUGH • FWMIN , &,^Allow & MdSt"= 4. FW • 00lISriMJCI'1�1!, f NE-OOMPLETE FOR C.O. ALL CONSTRUCTION SHALL ALL CONSTRUCTION SFMLL MET THE MEET THE REQUIREMENTS OF THE AFOU RENTS OF THE C0=OF NDN CODES OF NEW YORK STATE. YORK STATE. NOT RESPONSMLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED llq TESTING BEFORE COVERING TLWD'L0n1 COMPLY WITH CH PT4 FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. PLUMBER CERTIFICATION FORE OCCUPANCY OR ON LEAD CONTENT USE IS UNLAW��lL- CERTIFICATE OF OCCUPANCY SOLDER USED IN WA WITHOUT CERTIFICATE SUPPLY SYSTEM CANNOT EXCEED 2110 OF I% LEAD. OF =UPAWY DO NOT PROCEED WITH FRAMING UNTIL SURVEY UNDERWRITERS CERTIFICATE OF FOUNDATION N HAS APPROVED. REQUIRED WELLMOD HOMES / HASSILDINE QN-11223/NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTIRED HOME (FMU PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FM PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO M116B-02-074, MANUFACTURER'S NO. "1168. WHICH HAS MOT BEEN MODIFIED IN ANY MANKIL THESE PIANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION 2, THE ENERGY PORTION OF FM RAN HAS BEEN PREPARED USING PART 5 BUILDING SYSTEMS FILED WITH THE STATE. REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOVS: OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE CENERGY COOS) 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION AND IS IN rOLL COMPLIANCE WITH THE ENERGY CODE )NOT DESIGNED TO BE MOVED ONCE INSTALLED. 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL NY. CERTIFICATION FOR MODULARS BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, YES X NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE II OF THE NATIONAL HOUSING ACT, AND • 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ON A SITE-BUILT PERMANENT FOUNDATION. C 7:71 L--al C=.71 h--il �--al C=-7V h--11 F--HI 7:.71 —yi --HI =71 --HI .71 --HI 10'-0' --a I 12, oz. ROOF FOR SNOW, DR V T 7:7:71 —_—HI --JI 7:71 --11 ==al =_71 --71 =_al --71 ::.::t L11JLLL J L 1 J `L L-J � yJ L L J -1_ J LiJ L 1 L J L L J J ' LL1 — 1 L 1 L J _ - - L-1----.L-J--t_-L-J 1 _ _ -J1 --i1 -a1 ® Z-411 2211 o 'I ==71 2111 --JI 000 All 1 0 0 � PORCH SLAB, ROOF �� � AND POSTS f ON-SITE BY OTHERS INS Nom• ;Y - i�Ijcy N NOTE —ACTUAL HOUSE MAY VARY FREJ.flN N P W% / .041, TWE P£.A'OP 2844 CUSTOM T /ZPEX P£RFfCT/ON FRONT ELEVATION HOME'S, INC• DRAWN BY DATE' SOLE LAYER; FILE ND SRR/NCL 5/06/03 v.'•r-D• I I A11223 WELLMOD HOMES / HASSILDINE QN-11223/NY 'TO THEBEST DP MY KNOWLEDGE. BELIEF AND PROFESSIONAL JUDGEMENT L THIS FACTORY wVRRACTURED HONE (FNR PLAN HAS BEEN APPROVED PROM A SYSTEM SET OF TMH PLANS PREVIOJSLY APPROVED BY DOS. APPLICATION NO MII68-R-074. HAMFACTURER'S NO. M1168, WHICH HAS HOT BEEN MODIFIED IN ANY HANKER. 2. THE ENERGY PORTION OF FM PLAN HAS BEEN PREPARED USING PART 5 OF NEW YOM STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY COX) AND IS IN FULL COMPLIANCE VjlM THE ENERGY CODE r —— — — i t IC----- _-_-71 IH— - _--_ h---- HI IC________—__71 ______ It===--===-11 IC----- I.::z C====_-___] 12' 12 ~I IL_________J 7 __—_- 41 IC_________] 7 Ih_________y -- 11 I�-====-----4 —�I It----=_=__] r----------t r--------_] F----------i C_________7 C_________] ----------H tz Iz t==-------] 3 h--_—_—_---H t---------] h_________H c----_____-] ----_-- - PAUL ft do PORCH SLAB, ROOF : �. f LEFT SIDE ELEVATION AND POSTS RIGHT SIDE ELEVATION : s ON-SITE BY OTHERS i Nj�. ••.�k w 9•.• Jw v NOTE —ACTUAL HOUSE MAY VARY•% , >YMAI ON TNF Pf..IA'OF 2844 CUSTOMN TO ./1 HONES, PlRPFC �OJN SIDE ELEVATIONS jj ONES, IjT/I Y C ORAVN BY-. OATEN SEA LATER FILE ND SRR/NCL 5/06/03 I�A••1•-0' A11223 WELLMOD HOMES / HASSILDINE QN-11223/NY 'TO THE,BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT _ 1. THIS FACTORY MANUFACTURED HOW (FM1) PLAN HAS BEEN APPROVED FROM A SYSTEM SET � FNH PLANS PREVIOUSLY APPROVED BY DOS. APPLICATION ME. MIIW-W-074, MANUFACTURER'S HO. M1168, WHICH HAS HOT BEEN MODIFIED IN ANY MANNER 2, THE ENERGY PORTIO! OF FMN PLAN HAS BEEN PREPARED USING PART 5 OF WV YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY COOS IF--aI IC==71 It_ Ir- IC- IC= Ir- 1�= IC= r- 4-_ IC- Ir- 1 = C= IC= r— IC- IC= Jf_-_- 101-01 IC=- 12' O.C. ROOF FOR SNOW DRIFT IL-- Ir-- 1c== t-- Ir-- IF== 1E=- It=- IF-- IC_- t=- If-- IC=- IC-= IL-- IC=- Ir-- t== d n� do F—= ✓ r IC== i . • • i N• • 0 40 �I�, Q•t•..:N NOTE —ACTUAL HOUSE MAY VXyFRO§ NJTION �Y�f'�i (� LXVAi71 G. AI.3 / T96 PEW'0/ 2844 CUSTOM 2 STORY ORY�fETPlIRTECT/ON REAR ELEVATION ffoff sj I1 L . DRAVN BY DATE SCALE LAYER PILE NU SRR/NCL 5/06/03 t— -D' A11223 WELLM❑D HOMES / HASSILDINE QN-11223/NY ALL EXT. LOAD BEARING MDR'S WITH SPAN OF 3-6' OR 'TO THE BEST OF Mr KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT LESS WILL RE (3) 2x8 SPF f2 ALL OTHERS WILL 1. THIS FACTORY MANUFACTURED HCHC (FMO PLAN HAS BEEN APPROVED BE SPECIFIED ACCORDING TO NEW CALLS MAMMAL. FROM A SYSTEM SET OF FMI PLANS PREVIOUSLY APPROVED BY DDS. M LICATION NL 0.1168-02-074,MAMIFACTUREWS M."1168, ALL M/V HDR'S- WITH SPAM OF 3'-7. OR LESS WHICH HAS HOT BEEN MODIFIED IN ANY MANNER. WILL BE (3) 2x6 SPF 22 ALL OTHERS WILL 2. THE ENERGY PORTION OF FMN PLAN HAS BEEN PREPARED USING PART 5 BE SPECIFIED ACCORDING TO NEW CALCS MAMML, OF NEW YORK STATE EAERGY CONSERVATION CONSTRUCTION CODE (ENERGY CUM AND IS IN FULL COFLIANCE V1TH THE ENERGY CODE 16'-Il' 22'-0' 21'-5' 35'-0' 44'-0' PO 9 SEC. 5 I PS6 HORS 3-2x10 MDR, 3-1 V2.XU 1/4• MI, SPF f2 TV 2 "4242-20 n 9 SEC. 3 HDR TO BE B 66 5/R' AFF. ❑ oM ____ B e 6'-6x We D ; v3Dn we3u 8'-0' 17'-2 7/8' 7'-2 I/4' 2 16'-5 1/8' Ra DNLr - a 'v I II I lnzL__JLD _ J !0' 6} 2• FUT WT �✓ r w ©SMUD,,RIl[ > n (P VIRE FOR jZC BREAKFAST 3' RADON VENT SPACESAVER d TORY iM MICROWAVE IB'-6' NOOK i 'P 2-3/'FROM S s. HH a 96.03 SO. FT. i FgMILY ROOM s (� H KITCHEN Z `O > iH �,. 7.68 LIGHT REWD `-7 m iW m 1° H " 3.84 VENT REWD 221.57 SO. FT. m a - -.ii H :� 35.69 LIGHT PROV'D 17.73 LIGHT REWD o H > �- .� 8.86 VENT REVD L317.90 VENT PROV'D50.70 LIGHT PROV'D16.80 VENT PROV'D;1/ 9' = 4'-7 3/8' O A N ATH #3 BI B36 n n _ _______________________________ __ 3' (� 8'-9' H 7'-3' 3U V3613 ❑ OMIT 2'-e• SECT z I D Iff v (p CLD L WALL GYP ____ m 3) 2x4 SPF STUD GRADE 12'-2 7/8' 3'-0' 31-010, 2'-c5'-9' 6'-0' 5'-9' _______________________________ __ 15'-5 7/8' 3;Ql LCD 2.4 SPF STUD GRADE GARAGE w o iu CLOS -�- = o 1 J O N N r iu m n I a _ N u DINING ROOM .D LIVING ROOM I I \x)11 T o °� I I 225.31 SD. FT, Fox ENOUF owy1II I 199.43 SO. FT. m x 15.95 7.98 VENT REWD REWD I I 18.03 LIGHT REWD FIREPLACE iu c 9.01 VENT REO'D I N N J 1'1 32.50 LIGHT PROV'D 3, I I 32.50 LIGHT PROV'D 9.42 VENT PROV'D am FOYER v 1 I 9.42 VENT PROV'D - m dN � N 8470 OVERHEAD ODOR i 807D OVERHEAD DOOR o ZD HDR 66 5/8' AFFHDR, 66 5/8' AFF 25'-1 3/8' ,� H ________ _____-_-___ 17'-6' v HDRI (2) 1 1/2'xll 1/4' ML HDR. (2) 1 12•x11 1/4' M. N SEC. 14 P4 f19 SEC. H PG. f19 H TW2646/IIW4246/TV2646 FETY GLA2ED 0042 NOR 3-tum TV2646/DHP4246/TV2646 HDR- 3-1 1/2411 1/4' ML. 5'-9' 16'-3• 2 '-0' SAFETY ED y_p, HDR- 3-1 1/2'x0 1/4' M1. M. 9 SEC. 5 � PG. 29 SEC. 5 22'-0' 35'-0' 44•_0' SAFETY r-- -n I GLAZED . - HOUSE TO BE ERECTED AT MUSE HIGHWIND PACKAGEI 1 L--------------J MAT7ITUCK, NY. `D I 44' OF 6' PORCH /L I SUFFOLK COUNTY ON SITE BY OTHERS I 45 LB, SNOW ZONE E: I 120 MPH. WIND ZONE L----------------------------------- ---- ----------------- m __ __ __j 37 PSF, WIND SPEED 4a'-D' SEISMIC DESIGN CATEGORY-B PG. A1.4 NOTES: 1. HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 6' 2. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 7. / TAW PEAjrOP 2' STORY SIZED HEATING SYSTEM TO COVER A 92,000 BTU LOSS 81 PE/tP£CT/ON 3. � - DENOTES ADDITIONAL COLUMN IN BASEMENT 9. frPyTTEX)))`�T 1St STORY F"L❑❑R PLAN 4. CLG BEAM @ GARAGE TO BE (4) 1 1/2'x24' ML (SEC.# 4 PG.# 91 10. ll Ol4LNJ7 I1r. DRAWN BY, DATE SCALE, LAYER, FILE NO S. CLO BEAM R LIVING ROOM /FAMILY ROOM TO BE (2) 1 1/2'x9 1/4' ML (SEC.# 5 PG.# 100) SRR/NCL 5/06/03 1/l -n SH1/FPI A11223 WELLM❑D HOMES / HASSILDINE QN-11223/NY ALL EXT, LW DEMtING HWS, VITH SPAN OF 3'-6' OR 'TO THE BEST IK MY KNOWLEDGE. BELIEF AND PROFESSIONAL JUDGEMENT LESS WILL BE (3) 2x8 SPF 42 ALL OTHERS VILL BE SPECIFIED ACCORDING TO NEW CALCS MANUAL, 1.THIS FACT9RT MANUFACTURED NONE T"PLAN HAS BEEN APPROVED MGM A SYSTEM SET OF FMN PLANS RREVMSLY APPROVED BY DDS, APPLICATION NO MU"-02-074, MANFACTIREWS W. M1166, ALL M/W MOR'Y WITH SPAN IF 3'-7. OR LESS WHICH HAS NOT BEEN MODIFIED IN ANY HAMMER. WILL BE (3) 2x6 SPF B2 ALL [TIMERS WILL BE SPEARED ACCORDING TO NEW CALCS MANUAL, 2. T ENERGY PORT]IIN OF FMM PLAN WAS BEEN PREPARED USING PART S OF NEW YORK STATE ENERGY CRNSCRVATION CONSTRUCTOBI CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY COOS 14,_5' 20._5. 36'-2' 44'-0' 8_2' O \ y •a .. 3' RAppl VENT M CLO r VENT FROM r i i o y © 1st STWr BEDROOM #2 WALK-IN ;p v BATH #2 v BATH #1 + M z ? CLOSET 1'-3' '-0' ; M N © 139.33 SQ. FT. ;D ED m 11.15 LIGHT REQ'D { M 5.57 VENT REQ'D w A• 22.20 LIGHT PROV'D a, Q 02•_7 $ 21_ 12.20 VENT PROV'D m c LT IN « 5' u LIN m 7'-3 1!2' 1 31-0' 1 5'-2 1/2' 6'-6 1/2' M ❑K 7'_0' OM M PULL DOWN o e �i HALL 19'-9' STAIRS ------------------------- --- 161- m I/ 'x CLO (' ZD OMICT CGT L WALL GYP © -- -------------- o N (4) 2x4 SPF STUD GRADE ———————————--—————--————— ——— 3) 2x4 SPF STUD GARDE c zi BEDROOM #1 (u 275.77 SO. FT. -�- 22.06 LIGHT REQ'D ✓ I I 11.03 VENT REQ'D m m 33.30 LIGHT PROV'D m I I 18.30 VENT PROV'D BEDROOM #3 BEDROOM #4 Ilo w 163.08 SQ. FT. 137.87 SQ. FT. I J;D 13.05 LIGHT REQ'D 11.03 LIGHT REQ'D ti mM 6.52 VENT REQ'D 5.51 VENT REQ'D iu in 22.20 LIGHT PROV'D 11.10 LIGHT PROV'D 12.20 VENT PROV'D 6.10 VENT PROV'D I I _-LJ 2'_D' 0ZD CLO 3-0' 12'-10 1/2' 10'-6' v n O O O © (D 22'-0• 30' •39'-6' 44'-0' 0 Z� PG. A1.5 MOTES 5. 44 CUSTOM 2 STORY 1.CLG BEAM @ BEDROOM #1 TO BE (4) 1 1/2'x18' ML (SEC.#4 PG.#100) 6. / TB6 P 2.CLG BEAM 2 BEDROOM #4/CLO TO BE (2) 2x12 SPF #2 (SEC.#4 PG.#100) 7. ,/ZPEYX P�EYT�or~ 2nd STORY FLOOR PLAN 3' a �1 O[Y11S N.J j 11 Y C. DRAWN BY DATE- SCALE LAYERS RLE NO 4. 9. SRR/NCL 5/06/03 v4"('-t' SHVFPz A11223 WELLMOD HOMES / HASSILDINE QN-11223/NY 'TO THE BEST OF MY KNOWLEDGE. BELIEF AND PROFESSIONAL JUDGEMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS. APPLICATION NO Mll"-02-014. MANUFACTURER'S NO. M1168. WHICH HAS NOT BEEN MODIFIED IN MY MANNER, 2. THE ENERGY PORTION OF FIN PLAN HAS BEEN PREPARED USING PART 5 OF NEW YORK STATE ENERGY CONSERVATM CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ALL BEDROOMS ARE ARC-FAULT PROTECTED I I FL O FL --------_-- FOR RADON %IMP I I GFI I I b I I I I r I I I IL -� Re SD I I Vqp t qp I I ---r-------n :TO i.TTIC J.BJo_ _____� IL_ _-- KFI _.Y_ L s0 _____________ ____ i r- PDLL T- ----�I I y.� VIRE CO Ll__________�� J I I I SO I I I I I II I IF I I II I I I II I I II I I P I r I I I 1 I Lkffl� �1r� • m aT . 1 AIR .� t • All YIN OP �: RB MAY 9 2O aG. All /J [ / reeree.raF 2844 CUSTOM 2 STORY frPE)XPea�emiov 2nd STORY ELECT, PLAN ,ffo LF/gtAlC, INC. DRAWN BY. DATE SCALE LAYER. FILE NO SRR/NCL 5/06/03 I/A'•I'-D• sH2 /EL2 A11223 WELLMOD HOMES / HASSILDINE QN-11223/NY 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL. JVAMENT 1. THIS FACTORY MANIFACTIIRED HONE (FMO PLAN HAS BEEN APPROVED FROM A SYSTEM SET a rMN PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. Mll6 -02-074.MAMrACTUMER'S W.HIM. WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY PORTION OF FMN RAN HAS BEEN PREPARED USING PART 5 Or NEW YOM STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN rOLL COMPLIANCE WITH THE ENERGY CODE VP q CHIMES LOVER LIGHT AND GTE C _ C SWITCHES IP • GFT( rl TI GFT L •:.. rl �� ILJ I --T--'-JL---J II I I L CT 0 1 EXTRA - - II I I L--� II I L�-J II I I I I I L 11 1 1 1 II L_z ---- 1 r—__-_____-__JI I IFrI I I jl I 1 T. I I J Ori II I 1 I 1I�17 _ ________7 II I l� __J________-0 I 1O n _L _ E 1 IIPULL ----- f-- U I T p r W R W/ 2 DROPS ________J I J br NIMEs W/ 22' COILS Grl MCLG TN I I J F _ S13 11 n}i� EXTRA I 11 I II Frl Erl —J I I I JBOK IN FLA 1 I I I NI B^ 1 1 FOR RSNT SD 1 II I 1 xI I I I =S I I I 1 I � 11 I I I II I I ,i 1 I I r I I II I I ~' I I I 1 11 II I 1 I ' I I 11 I II bi I I I I I I -,BOXED 1 I L___-, 1 1 1 vt I1 I h I I ' -/SII II I I =ZJ I L_ I II I GF] L_____ I Ilf_____� w �_ GF4 I r__________ 1 rl GHIMEs a COILS All, PALL Ado do do All L-------- --•� � ••'� �, —————————————————————————————————————————————— 0�•KE� PG. ai.6 / TNfPEAA'V 2844 CUSTOM 2 STORY AFRi'rMON 1Zp�,YqT�C 1st STORY ELECT. PLAN Hffoff ✓, INC. DRAWN DY DATE' SCALE LAYER FILE HO SRR/NCL 5/06/03 .,-c , sHl iELI A11223 22'-0" k V� V 44'-0" 'A 19'-0" 6'-0�� PINE STAIRS TO 3'-0" 3'-0" GRADE(TYP) k 3'-(" _� 21117— — — — _ — — q — — — — — — — — - - 2817— ONC of — — — — — c TYP).PAD — — — 04 ANDERSEN BASEMENT 04 FOOTING:8"H X 18'W CONTINUOUS POURED HOUSE WALL:W H X 8'W POURED I cm 15'-3" 3'-4" WINDOW(TYP) CONCRETE WITH CENTER CHANNEL AND 2 CONCRETE WITH 2 COURSES 04 COURSES#4 REBAR REBAR AT TOP OF WALL J DROP WALL FOR 3068 DOOR N GARAGE WALLS:48"H X 8'W POURED I I CELLAR FLOOR:4"POURED CONCRETE _ CONCRETE WITH 2 COURSES#4 0 REBAR AT TOP OF WALL GARAGE FLOOR:4"POURED CONCRETE I WNVIRE MESH REINFORCEMENT 5, 5,$" 5,_0" V-61 6'-0" 6'-0.. b-1 - --- I - - - I — I N N I I I I I I I _I I I I I I I 4"LALLY CLOSED BACK , COLUMN(TYP) 30"X 30" PINE STAIRS co POURED (TMP) c7 CONC.PIER ` I C4 GARAGE I I Im 536 sq ft CELLAR I I I p 1214sgft —� I DROP WALL FOR 8070 ROLLUP DOOR t` — — — — — — — — I - v FOUNDATION NOTES: I REFER TO"DETAILS" 1.CONCRETE COMPRESSION STRENGTH MINIMUM 251x1 PSI FOR PORCH PLANS 12"DIA 2.ANCHOR BOLTS TO BE MAXIMUM W-O"SPACING AND CONC.PIER I 4 MAXIMUM 1-112"EXPOSURE FOR MODULAR HOME tO 3.TOP WALL HAVE 2'X 8"TREATED SILL PLATE WITH T-4- T-4- —7'4" — —T 4" — — 7 4" — — 7-4" ALUMINUM M TERMITIT E SHIELD AND FOAM SILL SEAL(TYP) 4. REFER TO DRAWING A48 OF THIS SET FOR HIGH WIND FASTENING OF HOUSE TO FOUNDATION. OF NEIWv YO r � _ W 2 f� NO' 056106 �a(> FOUNDATION �ROEESSIUNA� F PROPOSED HASSILDINE RESIDENCE WELLMOD#QN-11223 WELLMOD HOMES CORPORATION NOTE:The drawings, designs,specifications and other information contained GEORGE B. MICROS,P.E. Lot 10 Stanley Road, Mattitucir, NY SCALE: 3/16"= 1'-0" 21 East Amber Lane, Wading River, NY 11792 1 herein are the property of WellMod Homes and may not be used in any 101 Longfellow Road SCTM#1000-106-0-12 FILE: HASSILDINEI -4128/03 (631)929-7216 www.wellmod.com capacity without the prior written permission of WellMod Homes. Port Jefferson, NY 11777 PORCH PLAN WIND-BORNE DEBRIS PROTECTION iR' :[e WOO Glazed openings shall be protected from wind-borne debris using wood PLYwC00w�'�FELT structural panels with a minimum thickness of 7/16"and a maximum span ANOASPlV1LT SMMGlF3 ae � zaeJoaTS ) of 8'-0". Panels shall be precut to cover the glazed openings with attachment TECO TOL®OEWOWDER -«C.�O 3[I WOO BOLTED TO HORSE ST hardware provided in accordance with Table R301.2.1.2 of the Residential t[BFASCIA BOXBEAM - URDERGIROER Building Code of New York State below. Ir DUL VINYL SOFFIT OVER 1[S LITHE E'— vrm SOFFIT FOOTM 2,b*WA_ 4140*P= RESIDENTIAL BUILDING CODE OF NEW YORK STATE °"DERAeovE oEcKM TABLE R301.2.1.2 oFiLRS n eE ,� WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE o"�c"I tllf � � :-aaaaDER FOR WOOD STRUCTURAL PANELS �� !/1l1. OECKM :CCA POST A FASTENER SPAMZ ING FASTENER Panel Span Panel Span Panel Span L° LS CCA JOIST 0 4 TYPE To 4'-0" 4'-0"to 8'-0" 8'-0"to 8'-0" 1390 TECO TO • ORDER&EOGER 4 s GIRDER 2OSCGIOOER g 2-1/2"#6 OIS BOLTED TorIDusE o Wood Screws 16" 12" 9" TE C TO LED 0 r-IRD BOX BEAM TECO TO LEDGFAIGStDER w 2-1/2"#8 � TCOA ; I[10uq Wood Screws 16" 16" 12" STRINGER RADE ' FRAMING PLAN (TYP) NOTES: ih CONCRETE 1. This table is based on 110mph wind speeds and a 33 ft. mean roof height. FOOTM 2. Fasteners shall be installed at opposing ends of the panels. 3. Nails shall be 10d common or 12d box nails. 4. Screws attached to masonry or masonry/stucco shall utilize vibration- CROSS SECTION (TYP) resistant anchors having a minimum withdrawal capacity of 490 pounds. --_-7—,Z w �o OF610b C9 DETAILS FDPROPOSED HASSILDINE RESIDENCE WELLMOD#QN-11223 WELLMOD HOMES CORPORATION NOTE: The drawings, designs, specifications and other information contained GEORGE B. MICROS, P.E. Lot 10 Stanley Road, Mattltudc, NY SCALE: 3/16"= 1'-0" 21 East Amber Lane,Wading River, NY 11792 herein are the properly of WeIIMod Homes and may not be used in any 101 Longfellow Road SCTM#1000-106-8-12 FILE: HASSILDINEI -4/28/03 (631)929-7216 www.wellmod.com capacity without the prior written permission of WeIIMod Homes. Port Jefferson, NY 1177 1 2 6 C RANCH BILEVEL T-RANCH SPLIT LEVEL (DWG 3U (DVG. 3.0 (DWG. 3.0 T-SPLIT LEVEL A-1 L-RANCH cpvG 3) (DVG. 3.1> 1p16", CAPE 3 4 5 (ove. 32) TWO STORY TWO FAMILY RANCH TWO FAMILY BI-LEVEL SINGLE STORY/TWD FAMILY (OFFSET) (DVG 32) (DWG. 3.) (DWG. 3.11 TWO STORY/TWO FAMILY (DWG. 31) TWO STORY/TWD FAMILY (OFFSET) TWO STORY/TWD FAMILY (DWG. 32) 1w 62) (DVG. 32) CAPE w/ SHED DORMER AWING INDEX DESIGN BASIS DWG. 32) PG N1 DESCRIPTION 7 8 AT COVER SHEET TRUSSES SI A1.1 FRONT ELEVATION 16' D.C. - 60 PSF TOP CHORD LIVE LOAD A1.2 SIDE ELEVATIONS 10 PSF TOP CHORD DEAD LOAD TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, a1.3 _REAR ELEVATIWI -15 PSF BOTTOM CHORD LIVE LOAD THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE A1.4 1ST FLOOR PLAN 7.5 PSF BOTTOM CHORD DEAD LOAD ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, A1.5 2ND FLOOR PLAN 24' OC. - 40 PSF TOP CHORD LIVE LOAD 2002 EDITION AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER S. A1.6 IST FLOOR ELECTRICAL 6.7 PSF TOP CHORD DEAD LOAD SECTIONS 502, 503, 504, AND 505. AL7 2ND FLOOR ELECTRICAL 10 PSF BOTTOM CHORD LIVE LOAD ALS FOUNDATION 5 PSF BOTTOM CHORD DEAD LOAD 3-BOX WIDE RANCH 3-BOX WIDE TWO STORY A2 TYPICAL ELEVATIONS RAFTERS: (DVG. 3.0 (DVG W A3 TYPICAL ELEVATIONS 40/45. 60/65, L 80/85 G.S.L. (WORST CASE) A4 OPTIONAL ELEVATIONS 10 PSF = DEAD LOAD AS FLOOR PLAN MASTER CEILING JOISTS (STORAGE): "SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL" A6 FLOOR PLAN MASTER A7 FLOOR PLAN MASTER 20 PSP - LIVE LOAD A8 TYPICAL BATHROOMS 10 PSF OR ACTUAL WEIGHT = DEAD LOAD / _ THB RE4,ff OF A9 TYPICAL KITCHENS FLOORS (NDN-SLEEPING AREA): / �BB�pF� P"FECT/ON A70 TYPICAL KITCHENS 40 PSF = LIVE LOAD JL Al2 MASTER ELECTRICAL PLAN 10 PSF OR ACTUAL WEIGHT = DEAD LOAD A13 MASTER ELETING I PLAN j TO J"7 (-Y, T 7B 7/y J/ 14. TYPICAL HEATING AND ELECTRICAL FLOORS (SLEEPING AREA): L/l� / L/// /J\ Z BY/L . y A14.1 HVAC SHEET 30 PSF = LIVE LOAD - A14.2 HVAC SHEET 10 PSF OR ACTUAL WEIGHT = DEAD LARD 247 US HIGHWAY 522 N, MIDDLEBURG, PA 17842 Cwww A74.3 HVAC SHEET WIND LOAD: 570 837-2333 A14.4 HVAC SHEET AS PER ASCE 7-98 ( ) A15 TYPICAL FOUNDATIONS SEE CALCULATIONS MANUAL APPENDIX -C- A16 TYPICAL FOUNDATIONS All TYPICAL CROSS SECTIONS UPLIFT: AIB TYPICAL CROSS SECTIONS AS PER ASCE 7-98 Manufacturers No. M 1168 A79- DELETED SEE CALCULATIONS MANUAL APPENDIX •C' B •E' ,-.o _A26 RMF SYSTEMS UNBALANCED SNOW FACTOR: oft A27 DELETED -A 1.5 ALL CASES FIELD INSPECTION NOTE �d161 A28 DELETED ♦'4+/ S�/I�Sp4N��/�tis A28.1 DELETED WIND SPEED: THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE E71'01 ♦ p �•• ••::Q`- A� AS PER ASCE 7-98 SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, ♦♦ PABa,,Dg4MyBp)7 A33 2 DELETED .� A A33 TYPICAL FRAMING DETAILS 90 AND 120 MPH AT 3 SECOND GUST COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS 6 UNDER ,�y b Al • 10 FLOORS. HANDRAILS FIELD INSTALLED 6 ALL WORK DONE ON-SITE a /„• •� A34 TYPICAL SECTIONS AND DETAILS ' •AAL r A35 TYPICAL SECTIONS AND DETAILS A36 DELETED DESIGN CRITERIA `"D'""R T"1°'N"` HE GENERAL NOTES NEW YORK STATE A36.1 TYPICAL SECTIONS AND DETAILS v (p• �� s _ A37 DELETED V �• • 4► CONSTRUCTION TYPE: CODE CONFORMANCE: � • -,�ipw' •O�® A38 TYPICAL FLOOR / CEILING FRAMING "j - I 4! •• (LAWUAO •• A HE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF APEX HOMES, INC INC METHODS _ - - - -- - -- - _- - ONRITIB)RRE�OSE OF THESE TT(� N RGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE __-_ ,S •• —�� A40 WALL SYSTEMS USE GROUP: DRAWINGS WITZI TME CONSENT W APEX HOMES, INC. IS PROHIBITED. THE RESIDENTIAL COO( W NEW YORK STATE r14F-M' �,� R-4 APEX HOMES, INC. WILL BE CONSIDERED AS A 'SUB-CONTRACTOR' IN ALL BUILDING PROJECTS, I.'II„'', A4l FIRE SEPERATION DETAIL SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER', THE SPECIFICATIONS fBf�f� A42 FIRE SEPERATION DETAIL ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE O OUR MANUFACTURED BUILDING NpiES 1 S}RR� A43 FIRE SEPERATION DETAIL OCCUPANT MODULE AND ITS CONSTRUCTION. COMPLETE PROJECT BUILDING DESIGN lie. SITE. FOUNDATION, DECK, \ LiJu ONE AND TWO FAMILY DWELLINGSPORCHES, ETC-.l SHALL BE BY THE 'GENERAL CONTRACTOR'. ALL NOTES PERTAINING TO 'IN FIELD'. 1 (HESE PLANS REFLECT TYPICAL DIMENSIONS. LUMBER GRADE$, A44 INSULATION VALUES SI E', OR 'By BUILDER' SMALL BE THE RESPONSIBILITY O THE 'GENERAL CONTRACTOR'. SPECIES AND SIZES T T ICFER IM INDIVIDUAL PLANS AND / A45 INSULATION VALUES THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND CALCULATIONS MANUAL SHORED BE CONSULTED. 7Yf NAL!Ri NOTES SUPERCCDE ANY SUCH REFERENCES. pfuf�/py A46 TYPICAL PLUMBING SCHEMATICS AND NOTES ALL 24' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 23'-8'. /LP-Pr A47 WINDOW AND DOOR SCHEDULE AND ALL 28' VIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE O WALL FRAMING IS 27'-6'. 2, FACTORY BUILT PORTIONS ONLY. J!)i(i �OM�.� SNC AND ALL 32' VIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE TF WALL FRAMING IS 31'-6'. f47 Uf hF fAY Sit M. N700LBBUAL. PA nf4i A4B HIGHVIND DETAIL THE THIRD PARTY AGENCY SHALL BE PFS CORPORATION. LABELS SHALL BE LOCATED AS FOLLOWS 3. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED (f>0) BT-BBJJ FAX!Esun A STATE INSIGNIA, DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK. FROM THE SYSTEM AND SUBMITTED TO LOCAL CTI WITH BUILDING PERMIT APPLICATION CODE ENFORCEMENT IN SHALLONBE COVER SHEET - IRC ACCDMPA NIE1 BY A MECchecM REPORT c,. B4TE REv. OW6 MS SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN (INCLUDING THE INSPECTION CHECKLIST) NCL 05/06/03 A 1, RTmYL¢I�FH 'SPA RESERVED FOR THE NEW YORK STATE (TAMP IE AMRDJAL' vT01K avrm s vrmlK¢xru vTnYL aero + rwrl n Nvro mun rL LLC Y WRE n NPKL Lmo + A GINE n 10+12 03012 WlZ n 10PfD[LYLII B T VVI NII m IL/ILONu L _ esneomo m IeneawD /'�$I eLIN100 m ILAFIMY) ev1t000 m IL/ILOMq TN¢IILIIDI OF LoW C NrTAun w-cnE a nfww NP NOS A milasmw N•RrR 0T0ML I0 RNQ 1 - .. RO(AAM Or ns 9 400 9 13136 00 a R N A n 0 0 ► ,� SU12 / / lLV6 ( 1L t e I I e ( `MYK �- a R RANCH TpyAR yy SPLIT LEVEL fol RR. �Sl�[6 IOYf PTOML 4Prtl a nfIDML¢DFL, Y6 IDM.V114 n OD N]LL GAIL G[MPLO 0012 + � GW[n,Oro 0012 r3l1eam0 m Dneor.D GNK J:m C>Rn esneom0 m IUDown CILO mRaK R� ~-� Ey1LODp ry wypMp F------------ 1 C-� 1®LLIS GM+L aRR a )pMy �ppA•� -I OINDML 10 I� • AT DR D TEN 0R.L6D[IIaC V - ulE IDrA IWL n m NJOJS 1 1 1313 B + 1 I 6A 1 = I I 1 t u6ac I � Q6 f a I 1 i f r L L 1 y 00 1 BI-LEVEL x 0 ; NOTES L---- - ' 1 - 1. SIDING SHOWN IS 4', OTHER SIDING IS AVAILABLE, OPTIONAL VINYL- PERFECTION NN 1 i SHINGLES, HALF-ROUND SHINGLES, RANDOM ,AND-SPLIT SHAKES 2 EXTERIOR LIGHT(OR LIGHTS) TO BE SHIPPED LOOSE FOR DN-SITE INSTALLATION BY - BUILDER TO PRE-V1RED BOX OR PIG-TAIL(PLLLVIRE) O REQUIRED PER DOOR) - 3. SIDING FOR ENDS AND BOTTOM ROV IS SHIPPED LOOSE FOR ON-SITE �L--------------------J INSTALLATION BY BUILDER 4. HANDRAILS. STOPS, STAIRS, GUTTERS, DOVNSPDUTS, AND SPLASH BLOCKS ARE TWO STORY OR TWO STORY DUPLEX go FURNISWD AND INSTALLED BY BUILDER IN ACCORDANCE WITH STATE E LOCAL CODES 5. ALL ELEVATIONS ARE SHOWN WITH A 5/12 ROOF PITCH SEE ROOF SYSTEMS DETAILS FOR OTHER AVAILABLE ROOFS RA�n 1 03Mn a TMl W OYM A.DIlrO • - 6. SHUTTERS, CROSSHEADS. DECORATIVE WINDOW PANELS, FYPON PRODUCTS, AND VENTS LYI!•DR m IVDOMD TN11 GtK 'ant R A. / uNE n MA+i LD1112 •• I ,� ARE OPTIONAL ON ALL MODELS f-? Ua IoM.ID.L n D1 F.✓m. f� L3IlL(.4 m D.,w.D ,, A.- 7. STORK DRAIN REQUIRED WHEN ONE ROOF PITCHES TOWARD ANOTHER nT�"c�'� �: ' PATZ7QDOYlON•I%f (O/-SITE BY RUILDEW 4b �i A[89fC B. BASEMENT WINDOWS ARE OPTIONAL FOR DYSITE INSTALLATION BY BUILDER j ON WITH MINIMAL SIZE REQUIREMENTS AS PER SECTION R310 OF THE RESIDENTIAL COME OF NEW YORK STATE. SILL MAY NOT BE MORE THAN 44' AF.F. 4w r 9.ROOFS DESIGNED AT 40/45, 60/65 OR 80/05 PSF LIVE LOAD AS PER LOCATION OF HOME _ 10. THE NUMBER OF VIN0011i VARIES ACCORDING TO EACH INDIVIDUAL WAIL FLOOR PLANT GRILLES � N�• �`>: ARE OPT701JALI SIZES, TYPES AND STYLES INT VARY SEE V]NDOV SCHEDULE '••�• Zi,,.' 11. MASONRY VENEER O( OTHER FOUNDATION FACING FIBRNISWD INSTALLED Ia0 4 ���il• , ON-SITE BY BUILDER C O HTERMINATION WHERE THEY PASS CHIMNEYS WILL 171E ROOF LINE NAND A MIN 0' HEIGHT Or METAL OF Y HIGHEST GHER THAN ANY PORTION OF A BUILDING WITHIN O'-0' (CHIMNEYS TO HE INSTALLED ON-LITE BY WILDER) 0 a 13, IN ATTIC t ENCLOSED RAFTER SPACES, THE MINIMUM VENTILATING AREA SHALL BE ye .00 0. 1/150 OF THE AREA OF SPACE VENTILATED, EXCEPT IT MAY BE REDUCED TO 1/300 I2 r y Np IF AT LEAST V O THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTS (Tmmp JtPlS+A V LEAST 3'-P ABOVE SAVE V 13CORNICE COR VENTS WITH THE BALANCE OF REWIRED H�al�'ASa INC VENTILATION PROVIDED BY EAVE Oi CORNICE VENTS � fu !I 14. WHEN A TWO STORY WIT IS ADJACENT TO A SINGLE STORY UNIT 0.L. TWO STORY Sp OS SIP SIM YJDDL2606C, PI 17611 NOVEL WITH ATTACHED GARAGE) THE SPACING OF THE TRUSS/RAFTERS OF THE SINGLE STORY OUT SHALL BE SPACED AT 12' OC. WHERE THE TWO UNITS MEET, EXTENDING (OD (670)-637-2626 /II 657-0200 AWAY FROM THE TWO STORY UNIT l0'-0'15, EXTERIOR GFI WEATHER PRDJSEE STATE S b 4 e I 16. ELEVATIONS SHOWN ARELRIGHT SIDE, LEFT SIDE ELEVATIONS CODFOR SIMIILLARION REQUIREMENT DAEx TYPICAL ELEVATIONS — IRC 17, PATIO DOORS ARE STANDARD ACCORDING TO FLOOR PLAN, SEE DOOR SCHEDULE awx u RA101,Nm AvAUAME w N-(EYII.a LEVY A16 nn rrDlr N9FEi ��' B. ALL DRAIN AND WASTE VENTS SHALL TERMINATE A MIN. OF 12' ABOVE THE ROOF 1 (n DRP 1B JAN 03 A2 9. ALL DOOR TYPES SHOWN ARE OPTIONAL U > 'SPACE O:SSRVm iSR TIE KV TOa SATS STAMP It A>ra W S S S r____________1 v , 1 1 I 2 1 I e I 1 I I 4 I I I s 1 l I 1 b I yILKI I £ F__________Y > 1 4 MAF OACb+IL j I u t ____________J ♦ REAR ELEV + OrIAaL OAa Tw smR.M[IOeT>IRb,n nec K1M r,.. ata Y¢ RANCH/DUPLEX BI—LEVEL 1 ILI 0 F1 M-Y mB6 aYM!V4 tCag11(GK WCRIMVLT N0 RKiG ® S 1 zz QiG[Llt m a a0>O lfaQ A114>aiA ern�FIIIC T IIDJIFIFIt VQ Q!-T ttAK.ACbf 9Y1�.TTIS?W W N,P.uI IQRl GYWf _ 1�`�`. .. AI.VLL aRat:A YRp tltf fYlIOI OM\ 24 IIfNI.In A YCT VRN A IpVMiICInO Ta6m aiT IY>1G SW11 Wf[(r1TJ I-n , PTOiIL 4Y'U LVIt n MlYO meQ GYL YI IO>0 m>� t evleomo m wxo.a > ta>aoao m vneowo ♦ ♦ t > ,Iti IAva ICYREAR ELEV I K AM a' ��i tAKl1-a-iEvn-aSM1CI �' •Yf-�TIn va[ItRf II y II ! r rP�•�Mc II ♦ ' II S F 1I S 8 + �1 ¢a nb II ■y [PT.a ISaT II t I 1 F II ovo>rAa t_____t , SPLIT LEVEL TWO STORY OR TWO STORY DUPLEX ❑ nn Wl n Im p1 /� wit n 1 rn.la WTnw C= � 7!• 11, f?Y rsiaomu m Ie�varom At vrro,�In l��44I do S f dc ✓� O REAR ELEV aur u v + :9 E_ NE 00 Dram 0 y p ° DD Do ti. ®i[iffoi 90A/J4S, INC. to vs m arta, J®nAriuic, PA Y>ru 3 BOX WIDE UNITS ' rmJ-,t>-c>r>r"M» m ` TYPICAL ELEVATIONS — IRC 'a"'t aE>A¢ u rn Itnu 3 BOX WIDE UNITS t wa uaTs aE amfETaa mM vttElEt u Mon-alnvanEy oars,wows,emn to am. ay. nvc w Imrts Ala rt>n Ts vni"AEitCArp m r>mrt n art a uais BSL/DRP 1 B JAN 03 A 3 _�_ --- .OPTIONAL PORCH ROOF mm�Tm MY vw .OPTIONAL CARPORT CAPE ROOF ELEVATION 0 'TION/ BLE db 44 CIA OPTIONAL GARAGE HGAKES, INC. / ll OPTIONAL . ELEVATIONS Mw 11R 1PMN! OIMTIDI VILL w NLn-rMar 'RAMS REtREVfD IIR M NEV YRR( !TATE STAID R APPROVAL' ' (t-1 NL: WTQ01 LOT LLU fiIDl 61V.WYOlV.IMY C _ I 1 I I f3Lv OC MOEl2 MY IS TIO LIvO.MY RIYro 1f mw X-\ f<CDO Rxlk _ VYIi MY Y 1LA1 IWtI ilL'tl 1�����,�,�---------------------------'��C11LIdlI1�����1•�•a•�,TOMYI i TOi v TVO ITRT➢Inn2i _ �LIYIIIIOI lR LDp [lEV rY'TNN tt'-Y Ty'TXW WY w w 0 IS, VY TNN G•y MYMx r IJp)iOML Wql-p-1.IVR- Nfl2l1-fAIE MT i A�MA.Es q K AJ I TII L '`C w MY K 1@[IS Rn ISVOS-TT u LT-TAn Rm-IIIIDSi ARAOp 4AAA¢OYtt C mwL'IwY IA'V TIN w- ftKlWro IRw M ASL1mlT DINKIER 1- KM SILIT L[vwS-T[M LR-TVR STRY-ORL♦Li � ll u D WMIC q Ww• SEX ALTGIN)f MTY uTWls vOOMf MT IS YRip pmpp Z ml 6YRYR NO wrm qi F armRT IAEI.MTA 11ATG nAQS 10 iC Y IwOiM MWE GYIAQ TWWW V O _ O O O O An IASL IKApI O _ ____ ____� O ;F 1 -T-1 ZO ____ xIY__ _ _. _.. .. Y MIN TTMMw 1 I T._ _ fJ x wn O ] Rw x/s fi yy U RT.G110AL flS m G110K wb 1 1 W yy 11 % I Q 11 M L Siam! 11 ALTfAAn 11Ni VNL MT 1 1 OY�q I I BATH Lt EW 11 i♦ aI.a KIK OS OOTTO 11 yy11 } I I CYRmI M 8EDR001 02 fflLw ]] = 11 1 1 yy 1 1 c W Z p I I T T sr Ar `-� IOTCICN ]SIMM! RCM 4 I I z t IW-1- 11 - ^a11 / -W I I Ian I wta 4 �� "SS-1 n n 1 1 :0 IL.�( ISL 114vo guy, _______ ♦ : �Mrom I BE[NrtTo I I I I -` r alalL MRJID 1 1 j 2"'Q E� 11 I I 1I IALL I I m.VAIVf]V 11 OR.RAOO w l j ♦ 11 Z ___-_-------J1 q q 11___ ___ Rl3 II 1 / 1II aT. 11 VI.VILL III TJ.Y.E II NylpV II y Tom/ > JI �R]: } I I � 11 -ll I I jl•�w r N 2 ■ } 11 u II f 5i¢B ;I ; LMNG RDCW SAPIENT I1 Wy2 PEIRDDII RI {n REIIRmII R3 I I G ri G a 1 I INGMMC6]VISA I I j W W k=7 _a 6 is z I I 1 I I I OO Ila Q ) VAST A®IRwE g J ti I I I 1 11 �RfW�I 0" �> m µ YT 6Www ❑ s i 111 Cqq 1T0-lfV6 O!I[r i i I Vi QQ W Y w➢ 11 1160 • ) I 11 I y1yJ XIK Tb' xIN T-R .IN I Y ' I 1 '-Y NIY 11 Ylw Zw . w X!; '� IERVmyIC Z; O O O O a_J ia[e • W� LGGTIDI I PT.xlgl[Ya }} I a g LL 0 FW MASTER FLOOR PLAN L____________________________________ �_� } i Ill U01VT4YL!SIDS lhv vlu 1[ KIN rTa I w-Y IMY I 11''^I1 SEP 1 NL TOALl TM!IWVDy K IS AVA6M E Nw REWFST faIMTI) V/il lql M1AY MY ff[M N IT w TInO 11PST01 WR9 Q-1 NL i MpMI ln1 lY0 w INT.R w ITS CYTORT L M aC1ME J wAi a A RL1 SO YCT Q IALOM� ' 20E IWIIAYl KA[L Owl C b m R.Nw RM ARG VEIN N wiOlOt IO®RX FOMAI RI/III mlStOl INCL[YmC CYYllfi w ClllabL IIi , ffID➢q RKY t I.E Z)•m R.Iw VIIN Y)R.TOIL N06m1 1Y NII ffi[Rw Ilml S TM Yr L@ TWN V 6 AR[a1M10 NYND[W m R.MM a Int TMA r u mr I"S VA TwIARCG 1 SOWS MG Of MYTAIL KALE w IMNfi.�l ti AS i]IUOL NY 6Fpwfi �i R_Ta(j'L71' SOWS EMIL C R R nJa AREA 101 WTW.L My VIM Al ROMO to ,, M[R.7H8JyRp1 ✓ �P v1 MI'IBY i/ v11RAAI. A NTIRNL WIXT a YOIT MTC 1®'Tl m R IELIt w 1111E MSO tmlt M. 40 MIwA1L IOIm 1. !TATS R Itaf IOC TAW S4 RM S LWL MW Y WiGRA1L R MILIW IMM1Fl •M 1[ITK 6ACt MEA w[YTOY VKIS f1YLL IYI fIOY[l nOC wONI ' o 10 M ftY1R waE w YT LEASE 111 NE 11LL0 FTN[ICS Y[aOl TIOI MIIIK w ONVDO Y . /• CTdo tt =KX w FIN SICS T[TAIL 1[MI M[I.l)1fi MNL MW t M IONVY lSAllw Y INw OIIIINQ Em. Ib •t4 //L1 TWt®1 OVLL C[OM A[PILL TYK IOaI MC MW A WICK VOM1111111 [ 1R fYtlADI R MV10113 MO IMILIIAI OWL C IOT lls AMMO NP IOC 11WI •MCTACS ETAS N ION TO MMA ®NO I l WE AW III I TRw KAff y�0 • Y• TY 1EIOIT MOLL M RRM Q IRW ISVw w fIAIR ROII. M s TM 911 C OWL MW W,".1411 111 HOWY O0f M M"I %`T IIA ROOM ip 16.1E R1SI CfFS®ENTRY XEAIa1Cp OIARIIT A1M2 M Rlmt I/1Y KALE R S>m R.Mwa AM )SIDS Mw 1 m R!Llflll A NM FO®1 R I[IOR R W. E I __.__ y-O• N 1 wfARNQ]IE11�11WtlRLllt MO OIIRTINE Y111f OWL MI C IiSE nM4 1 1/[' ).KI lA10.MTA JIAIL 1 STATE IAIw MMl C L PA TY M Y SlAn .f IDK LAOI MCTFML WT V¢L MK LIIIOI A 1100 IY[R IACL M[TAR I h• LMw Mf E[IL191FA LY[O 1Tw1106 MVL C Cewro w IY[rvOIML n[OIILwc 190• 1 O(� , 1 I 1 1 1 M a MCTY]LE KMS fW MVE A IMMAl 10011 R ry.AM IMLLVAn,l9tlFON +� •♦ ..•♦'1 V,1*, I 1 I I 1 MT%M- 101tT 10•C MO LNMIRY[OOi LNLL ALT WVE A fE]lbL IEIOrt R 1 1 I I I i Im L6S TINY)+••NGifiO IRw!11®01 IIID1 10 M IAIOT IIILLfn01 Itw a^,/"�L 1111 1 J �� r mmrLmxl uv ro wu r<�RETAun Aaa�c To M IwYrrnlms ,,,�1,I N��,►, E--- - ]MllKA M AND WPA m-OR.AM Owl mITAw M IwT K 71 S`1 NO NWMM:l1ERt wtTTOE'106 LL NaLAtQ 0 TIT S IRW®t f0 NML KA ISML M f01 tOPMTFI �}• 0.4W VA1011GTO0 fINLL MT C LEIM SI w A'SITE Il AYMgRS fRi wITALLL 1 NL VW.OiE O✓-IIO Owl C AIIFVO BY M � 4LU V L6K[Ii101.0➢E flx w h RI-w Ery N.A�LTI'/[AMS LWL C R A 0nia•M.T T MTEIpK ®�lPGA u M[fOPIKLt SIWIl C IIMIIDO VfM 11f�1w WIT MMRS lf,TVOC v[OIML RE11M101 LWtO LWL C wiTM1D w Ml OTp1R YILLS ❑ 1T.ALL MGT00 fYID11Mt,mlEll 1WY O[R.)NQ[OLRa Q MYfTIOAt MIIL[[IO S<)Rl SII 6[l E,1®O[iMfIK.N J)MII MGTOf,OWL C OCTAl1D 01-S1R M HMSO C Mol KISM[1 VO11Yt ESMS,REOMOOIR t a Imli M lM Xi tKY IE)OHH-S!4/II At)-yM I]qTpyy$9E�()�� 1'A°°"IIIc MGNI ME MIL RmIMIOITt TI`•'Mx`0«NfL'AS I!•I`AS""' FLOOR PLAN MASTER - IRC [RTIDYL mK MTs tl �` STE7.10TFQy aLII M RNy CST MmACL KILT ftl: & m —1 DEV, WG 10 BSL/DRP IB JAN 03 AS 'SPACE RESERVED FDR TIE NEV YOM STATE STAMP W APPROVAL' r+mu<Mx rroolr m Dux rr¢ nark�crr n N am a ADDrnVI N JFn •¢TVs ro nm amn talo mum Te,x/sAPm 1 s.,v m ""isirs O O O ® Eai tllO1 O 1 vu Mr 4.w 1 m C,.YSir,.� F X10 "y K,Id K ADl UI m n[ Y Fm 60 y Bar" Y.M^ © 3 m 6➢ � - ADT/Y H N al.l 1 OW IY 1®1 y FYmI M MI, Frm tl QT) •p m W mG01 FOf ml © O MiNlml N MlOMI a` ^ 9liT.fp1 4 • 6•®1 rQl M sO aa1 nvu c vArvlm R `�j a n�� aDc^n meo awn Vlnl M1®f r W �^d m DaD®1 Rm..m r tom p Orn TaJ p m J p ' N.lOY.}E mrYn umrR Yaf LY NT s ma MA{L p � MIIFOI N IODK ® � ^�; LrR1 IlO m bD N i6 sIM4T1ID1 Ql N J{ A ^�4TWMR MTM LA m " 1Yll Y)1K NDdi R W [.D 11{{ -T—i[uv � � ❑ � m {LDyI am GTL MWML N YIID ® r ' KOQL lD M SDIR rtlN O m ® B ®® m ar.D t Vlpy apml¢Y/p R POIDt®1 a[l aMRT M 1Ot x01 FW WVL m au1Yr.azs oYY: �m'r n� K rrmYa Ja�um�Ytl m m O1 a�� APPLIANCE 1, MECH. EQUIP. LOCATION 1N TYP. CAPE AND IST STORY OF rola yr lYr.mJ IDfARJ " a1PRr uo m r N v - r vm alau m 2 STORY CRAWL SPACE MODELS Qi YAiR MLI M ISPY t IY H N m m .r Oma y w � O O O O I dL"uoatl°nn�a xNaNi ® ® I O O CAPE AND 1ST STORY OF 2 STORY oTYPICAL SECOND STORY a Yr ax0 nAY v1aM �� mluvm M xNias� :a AAF u eYl AYaIIDMI IIEQ 14 CAPE L TWO STORY ,M a10 STAIR K YOII J m a . AS, A.N MTsm1 N MlO1K mGtlxYi m D1Y1 F Y.101m r M.M FI I SYR i p .T PY®1 00-1 M IY1 N p L J` IITy atlC Tl[LK yr IYIm1 amAVJ UYmDG Iamwm mon awn M �rIY1 m rm - t 4 1 IT NS � I w� s V!aW 1 K YY.R1 Iw•r I V.1[a wlY O m r aYY wY V4';J 0 s KIIIIOf1l+ >�Y y m m/s0.vm rMY MIN m tlD^' D4f1 1a mF �- r v1a IaD1 m rm iMu am Ylra � � L^ _ CALC OL M M IDT 1YN11 Yat 1..1Ya u^1mi1 1 1 Dm a a101mM1 1L�a Nti� 1 1 m Y�M 1nA1Iel rr aW T-V MY • TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX �C FLOOR PLAN (LIVING UNIT OVER LIVING UNIT) I S i S i t � ^ t ,� • NOTES; © I Y.m wnJ vain wry 1. MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED "i^ 2. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SMALL NOT G , DI ^Y 1'aT' D MF Yml EXCEED THOSE SHOWN ON DRAWING 10 4 ��] ® Yom n.Ywi tL —F w ® 3. 36' SIDE HINGED PRINMtY EGRESS DOOR REWIRED �� k�'i'ri�� C C (SLIDING GLASS DOOR IS NOT ACCEPTABLE)MINI" SECONDARY EGRESS DOOR REQUIRED, DVEM A5, AL,.A7PAil,7L81iBODi •fol 4. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST aMI"rOIE EMERGENCY EGRESS WINDOW OR DOOR. EGRESS WINDOWS SHALL HAVE A ALBERTSILL WEIGHT O' M' AFF MAXIMUM. A NET CLEAR OPENING Ir S7 S0, FT. MIN. .A NET CLEAR OPENING MEIGNT !Y 24' MIN. AND V10TH [r 20' MIN AS PER ® mSECTION 8310 OF THE RESIDENTIAL CODE OF NEW YORK STATE S STATLINDICA AND-THIRD-PARTY LFLOORABEI PLANS wINDICATED ON IN➢IVIDLAL FLOOR PIANS I • qp G SEE ➢RAVING A5 FOR ADDITIONAL NOTES AND DETAILS � • • (i 7..ALL INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM !/ 9 [�m�Y ID1A WL m x'Aa t YTYLI Y Qtly ur^�iou,F xm a(aml a THIS DRAWING MID BE AVAILABLE WON REQUEST •! •y e arm c v!rr1Y r RrrDY R.4a A I arm c x Trc r 11rRY swu 8. ALL WINDOW LOCATIONS MAY VARY ACCORDING TO •! F xno m Imd:mum A c.rrtao m IOIm c ilnm INDIVIDUAL FLOOR PLANS v AA rro m S. ALL CLOSET LOCATIONS MAY VARY ACCORDING TO p INDIVIDUAL FLOOR PLANS *+w 10. GAS VATER HEATERS PROHIBITED IN OR OFF OF SLEEPING OR TOILET ROOMS IL ONE PFS, DATA PLATE AND STATE LABEL (IF REQ.D Irm ® ® 0 ® O xa1 PER LIVING OUT) SEE NOTE 115 ABOVE © / norPRlmcr a rm,rJaJc Amar nlm .vr1a 12. DWELLING INET OVER A DWELLING UNIT SINLL HAVE A 3/4' HR MIN. ./NLPdr,Y Y14, I'M FTLLIF Z.i FIRE RATED ASSEMBLIES BETVEEN OCCUPANCIES. BOTH FLODR-CEILING How rs INC. L rm�N0 c o+or Iam1 aos J A r F (USING TYPE 'C' GYP") L A L BEARING WALLS L SUPPORTING STRUCTURES oYralvlAo I TO FOUNDATION S/ALL BE 3/4 HR MIN FIRE RATED USING MOISTURE Ia ar m as IYAIaY4 M rrlF N•1r^Y1 uv fYR/IanJlr NY IaM-Art RESISTANT GYPSUM ON EXTERIOR STAIRS TO SECOND FLOOR STALL FLOOR PLAN MASTER — IRC WALL INCLUDING ONE LAYER OF 5/B' TYPE 'C' OR TWO LAYERS TYPE 'X' TWO FAMILY FLR PLAN TWO FAMILY FLR PLAN SEPERATED FROM FIRST FLOOR DWELLING BY 3/4 HR MINO FE RATED - (2ND STORY OF DWELLING OVER DWELLING) (IST STORY OF DWELLING OVER DWELLING) UNDER STAIR. m BSL/DRP 1. ll JAN 03 IRv, r.Dw A6 •aAFl KIDYO M MW YOK STATE STN Q MMOVK• "�\ YVY IYIf�1lYw60r1•C.n N Cr llvY V }11�11i YW f Wm Iml\W flwi rl4 d WI NY W WII mrl oom au wl.ID•R V•00 0 ® ar IV!N • RMN IY Y]Im1Y © �0 Oml• rw r ew m amn vleo ' ` SJC)Y�� 0 rrorn moa'u lYmro � p ui�i\aroi ® � a,owa rn ur rvn a m � ■ m m m ua r'�ii m .ID�id � w•u my mm w w r„i i Y]YI M MG—I 11 I ®w F } i rror Ywr Ya WY WI MO WY YR wIt OM1WW TYPICAL DUPLEX FLR. PLAN immnwumar.eu\mru� ' rro w.eYu a rra n vn•1 r neo Y VENT TD CEILING JRYVALL END FLUOR LEFT OFF FOR PLU'�JNG A[[ESS tv(Drery o O 0) iiiii O rb KIN r-r IW 1 re AI( SEE ALT. KIT �IrsArRT' TM t Q" LAYtl)TS PG ♦ er MUD R BEDROOM •/ 4 OPTJ 0.R LATH 1I bpi)(BEDROOM COPTKITCHEN ROOM J , . it k i� SEE ALT. MALL LAYOUTS PGTS m 40 :44 PAIX71R1Ny)()tl ✓ Aullw • ° DINING ROOM FAMILY ROOM R VALK-DI � ~• • ° (DPT.) 4 O CLOSET : • • OPT) an s _.. Ej ID l pp $ R JE➢R➢DN YI �ODN tR TJ _0�30B6 � a•.AID r.a vdA No FOYER er nml LIVING ROOM DEN rain Tw m rwr A m,nr.ri (CPTH ' m w r.ml ��1/11►N, ruc mere LI" ra HIM /lboWATS,,, INC FIRST FLOOR OF SECOND FLOOR OF THREE BOX WIDE-TWO STORY THREE BOX WIDE-TWO STORY FLOORPLAN MASTER - IRC Jrm ACA tv0 w NOTES SEE STANDARD T1Io-STIRY ➢W BS DRP iB JAN OS SCHEMATIC ON PO 15 U A7 m 'f SPA(F RESERVE,M THE NEW TD« STATE STAMP W NPR W vs Ev MIR B-3 ! Lw B-7 q O ____! ♦ 9 tT 9 F _____ yppp• VL 9 ♦ 9 n 3 v L� ..• HRR 14-2 O V� SRI vc IT 1 i B-9 1 ___ ___ B-2 _4 i i �� i = n V 1 DY MEpT 1 � ! mMw w 1•- n D_p Tp DmV ® © p O O O bt p K ! w•�irirs. 9 r rrai M u/. LPll�-� I \ B-1 u-t -, -V.0 m n nF' o 14- yVIrWLIWiMO MM U O OMD HY[R ♦ � 1♦-i 1Y 11K O O w�a m In mi" O wo�`m la��" �rrrwo rr YMO IO� H VL B' D O♦ B-19 RT (IN B-22VL LEDGEN➢ H-2 vss .� r. VANITYB-1B j ! V It ® > NC MEDICINE CABINET S F-- 1 O PL. MIRRD( PLATE MIRROR W s 1 Y-Y l - 1 V B-21 a ! a-t CFM To TOWEL BAR LIN IT O loo PL FAN LIGHT ® I IN M-t t SHOVER LTJ ly-t n , � 0 n❑ 70 LW LIMEN CLOSET ,,, 9YQ V _ VC WATER CLOSET ,O, Dr♦�t�� ,I _ BT MTM M (OPTJ � /( r•'iH�` ,, 1 10,7 _ GARDEN TUB GARDEN TUB ( OPTS : d VHOPLpmL WHIRLPOOL (OPT] K AUwwr HC H(ARDI{CAPPED SDK Job � I IAHm R V WASHER ,w ® D DRYER v B-RON ;Q� HOTEL NE`s L BATHROOM WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT L VENTILATION IS PROVIDED ,�rl/�(,�`i'yC _. ALL BATHROOMS MAY HE REVERSED AND/OR ROTATED 90 IN EITHER DIRECTION W PART (1R ENTIRETY , •� 3. SEE INDIVIDUAL FLR / ELECT. PLANS FOR EXACT BATHROOM LAYOUT L !EATER SIZE 1.OGFIUT ETS ON SHALL BE WIRED SO If TRIPPED MAIN V01 IIOT INTERFERE WITH THE REMAINING OUTLETS IYN TIE CIRCUIT AND LIGHTS MUST ABOVE 0 S. SHOVER WALL PROTECTOR( VLl EXTEND 6' ABOVE R(LM FLOOR LEVEL AND SHALL HE OF A /� ew ALLFIBERGLASSSHOVE D RSA MATERIAL �.ILPISX 6. ALL SHOVER ODORS AND OMWINDOWSIN SHOVER/TTO BE SAFTEY GLAZED INC. 7. HYDROMASSAGE BATHTUBS SHALL BE SUPPLIED BY A Fit CIRCUIT ffomAlls B. REQUIRED CLEAR SPACE INNFRONT OF SHOVER TO lE 21'X30' MIK y(p Dp dif pppR pD"ssY-a y N7µ I A 21' MIL REWIRED C FRONT [N LAV L VC (m/A!T-tw PII t»-•t•• 16 A 30' MIK VIDE T BE SWITCHED REWIRED 12 BATHROOM GFLRWMATERIKSIHNLL BE WATERPROOF TYPICAL BATHROOMS - IRC SITE TILE ♦13.1 PC FIBERGLASS TU$KHOVER UNIT 32-X60'%72- HIEOR DN,-SITE N( -SITE In BSL/DRP �T TYPICAL BATHROOM ELEVATIONS DVG rD A O TILE WALLS p 78 JAN D3 �e _ TAfL RCSEAVf9 m M IILV YOIK STAn STW w APMOVAL' 9 CMA © Y V[wto S05 VYL1 V © � It-t .. B-25 t m 14--2 IO OzO e IO2-O e 't• V )T 8s K-1 K-2 W2 x S� O ,K IIDI le-e p K _2 li O tT ' IH L 1p,., e> . _p D !, VJt69 U IN vc Ie- R Ii B-30 _3 4 Ve LW 8 u-s Y 0 a AA11 5 Y K-3 K-4 MVH M'Y[MKSA2 M11R141 LQI.TI[N L YIffMG I1I t LM B-33 ze® 144-2 } Q �Gi+lig :°Q-�P 'o O k 20 ©/IPEX 9"r C >n oa m LwN,J�ousuu Pi ns•e TYPICAL KITCHENS - IRC CONTINUATION OF PG. AS CONTINUED ON PG, AID t m- t ws w BBa/ml, ;18 JAN 03 A9 'fes' 'YESCI [ FOR THE NEW YOM STATE SIAP OF AfPBDWAL• Avaaa,Ts % VNf bW tf VYf VNi y V NJi % Ntw KN X21 W)Ra VQ, r r eo w -zk-�tD 01 1�O r w �O w TYPICAL KITCHEN ELEVATION Y K-5 K Y V L a K-6 w --- OIIL- - 1 __ • Ira e IC �I a =lam EB(w un►anwuav © 1 wma® IFe 1 O --J YAI'J w 21 % K Vt2, V.lpq Y� t) % K,% �4 !1 0 '% ae, ala aQ1 � K-9 K-10 K-11 K K-12 -13 A .I IeK IE-[ ( � Iti IFF � Lei AIT Q ; O Y_ll l � OJ L____O J L_ S p 1 a 5z h: v 4va, v W. :) x , �• Ftp,'• AE'9tT NOTES. I+.• R Y L STANDARD GAS RANGE RECEPT IS 110 V.. 2D A SEE PAGE All FOR ELECT, RANGE VOLTAGE/AMPERAGE. '• •. 2. ALLKITCHENS SHOVN NAT BE ROTATED 90 DEGREES AND/OR REVERSED IN EITHER DIRECTION 5 IN PART OR IN THEIR ENTIRETY. 3 KITCHEN CABINETS MY BE OMITTED AND FU2NISNED/INST-IE]i2Y BLi DE¢ 5 rtt Tn y� V 4. KITCHEN WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT AND VENTILATION �j�ih•• •!.1 r♦♦ vrs IS PROVIDED. �, t/1G•.•;d 1 ,� 6. RANG'EMOM HODGE ARE PROVIDE EAN TO THE EXCHANGE EVERY 30S KIN OUR 200BCFlUkE-CIRCUL N K-14 K-1S PROVIDED PON THIS AREA (By HSS 6Y NATURAL AS LONG AS A MIN 13F 4% VENTILATION IS ,rA,,,'�,� 7. SEE INDIVIDUAL FLmNPLAN FOR EXACT KITCHEN LAYOUT. & ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SMALL BE GFI PROTECTED [�,�-� 9. A RECEPTACLE OUTLET SHALL RE INSTALLED ABOVE EACH COUNTERTOP WITH A LINEAR LEMONT II IJAUYt GREATER THAN 12'. MAX. SPACING BETWEEN RECEPTS TO RE 48•, COUNTERTOPS SEPARATED BY n n APPLIANCES OR SINKS SHALL BE CONSIDERED SEPARATE COUNTERTOPS. 1& STANDARD 3V HIGH OVERHEAD CABINETS MAY BE REPLACED WITH 42• HUGH r------- I Q U. ALL 224 CABINETS INY BE REPLACE WITH DVS OR DV u) 12 CABINET LAYOUTS WILL VARY DEPENDING ON CABINET SIZES JIi W J��`s JB'� y 17� 1 e Wo)•2Y-BSBa PAB•BT-DSM AR ) 1 p i';i TYPICAL KITCHENS - -IRC NT — -J m BSL/DRP M�1B JAN O7 aEv. ¢vc b A O •aut%Esiw m na my ruz nAT[ nw a IFFRovAL• Dl msrola:n ilmm ma suevls GENERAL ELECTRICAL NOTES ezeEvr %caa vuE urwTO>I v T 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN I E% WEzM1,1y ynynE< � COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SMALL BE SUITABLE FOR BOTH LOCATION AND USE. E atw •� >n6s11. >zo 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE WITH THE N.E.C. 3. GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. - z m, m-E ml LM N zrt,ERIE rc, orm DM Rn m 4, ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. 4 Im 14-E UGWS AMD WE TS m 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL NOOK-UP. D lu 14-E D±D 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF ENTRANCE OF THE s IA I4-e SERVICE CONNECTORS AS PER N.E.C. SECTION 230-70a. 7. PANEL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED [IN EXTERIOR WALLS BY BUILDER. T im 14-R m0 8. 1 0 3 VIRE, 240V, 200A SERVICE - SERVICE PANEL i/ MAIN DISCONNECT IS STANDARD E mA WE RATMRm1 ktE .EST Dm 9. CIRCUIT BREAKERS ARE 10,000 A/C. - • EM •E aAnrml RTCYI rr uro 10. WIRING IS NM-B CABLE i/ GROUND m w 14-z mltlrol m RCcvT. >ro 11. NM CABLE PASSING THRU FRAMING MEMBERS WITHIN 1 1/4. 13F THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES. V17 ms 1+-z Ex1EI1� oT WE T. Im 12. NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12' OF BOXES OR FITTINGS, (RI - SUPPORTED mA a-E MlawAVE �n uo WITH INSULATED STAPLES) ISA a-z nIDMlAS1EA WlA¢ n¢rmn Im 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' AFF., OTHER RECEPTS ARE 18' AFF, 14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED mA Iz-E vMut.Im Tm Irr° Im 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. ESA WE WAM MEATM Ew 16. CEILING LIGHTS S14ALL HAVE A MINIMUM 18' HORIZWTAL CLEARANCE FROM COMBUSTABLE MATERIAL (IE, CLOSET LIGHTS) N.E.C. 410-8 (2). 240 17, EXTERIOR LIGHT BOXES ARE PRE-V1RED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER. mA R� vASHOt 18, RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. 30° u-D °�' E40 20. ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. Iu 14-z mrslAs Upas AMD WE s m 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT r/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. m 22. ALL SMOKE DETECTORS ARE CEILING MOUNTED AND ARE AC/DC PROTECTED 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L. STANDARDS FOR SAFETY N0. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING a mA WE LtcC= MAT z40 CODE 10002 f - 2. n 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED E4 IN BASEMENT AND WIRED ON-SITE BY BUILDER. a 25. (RI> SMOKE DETECTORS REQUIRED EVERY 1200 SOFT. 26. (RI) SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER VILL COIL AND TAG VIRE 1N CEILING, FOR z6 ON-SITE INSTALLATION BY BUILDER, 27 27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS> OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL a BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB-PANEL VILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES). n 28. ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY . IzsA AWF¢n- Wl'MA , 24 MAEDIM I S CQD R Urx Cuam nKn A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF. r-r 30. LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN-STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT 0 sv oEn REaiT Mu I r r-ax r-r anucsccvr unrt x 4' n F aREsro r INTERRUPTER DEVICE. 0: vAtrzrRas Ert L-_J "�^ MT1D'^` 31. 125 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED 0' ami u na E4T yr Ns QD bEY l uurt BREAKER SPACES IN THE MAIN PANEL BOARD. SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY. © REtusEn vW uurt• 32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED SO THAT NO POINT ALLONG THE VALL LINE SHALL HAVE A 0 usevA RECUT u^zT RECEPTACLE MORE THAN 6'-0' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER 210 vu.TE 7 MUT ® RE�m upd 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT NO POINT ALONG THE WALL LINE o°° r.ss KE l urruT © SORTT Elrxr SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY � U> u+-s n hau" M EECT= WADES UEM 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS z 1I F svI ® suRFru MED rurttSEEMT uurt u ns AT svrla V tnaPlvc AAu s, T WvAT mla n¢ Do•u svrrol �'vTtm'•'""gt -vA" ^� TYPICAL WIRING TECHNIQUE O 679 FWULIIM Cp•nM1XY D+T. ❑r mEVISDi+cAUE Mu:r FOR SUB-PANEL FEEDERS R COR TflECtpt MADI IAMB SVFIM4 °O ® 6% FAN/LIOR[bO01MlIDN OT. ®r PIl11O ELETRlc SIOEE D m AIrCg1P1Oli Its w © RANm®FDW4T FEW E•m•ENT MAOI' pIEDORY S-OrtCRNET/PIOE JACK cRnAIcs1w � •■f,+ © uu1LET raR .i wr,uurr FIi1lP[ Eusw M+a zla `�`�-�_ T�'\ �. umn za .i m.uurt TIxTEYE ® aWTEAi vIc Mu-T O O m C t'• ,�I a YORIf41f � O CLG MTD SIOCE DETECTOR law * ��('• ♦• (L7�' On zECESTED•uM uo0• WATQTI rsl EZM rWI[1 Tmf Q umzmwc Scav m O D �, 1� FALL TUNNY pN ✓ ,�� e.n nooR 1[11 m T1EEI UT ` Q = �ey• AUBW{T = w sT K= OIRLET O 61RST 9(ht-- oMn natwE u TMIM<s oc6)m®uCmt MnAC zmc `rWplmne SCEEv `ir • O Tn K EIICI11ffD d tumurt 4r STRp EEC(J MIST �T�z MCTAE Em • / • :. 4A • wrcc nlslotEi _ - cTRlx sTwu.s m oom. i.n s)amn m, TYPICAL HYDRO-MASSAGE • Q" TYPICAL GRDUNDING METHODS OF I •• • • BATHTUB WIRING DIAGRAM NON-CURRENT CARRYING METAL BOXES ��� •. ••••�yQ,,� D�.M m rs womaw r m me r tK vwne Dik m n6z vE Mc w.EY••i Qo•rm r ro� JIaE n)u 9g 'A. .mm EFr-cL -E.vus`-,1 REv1�mE rrl zzMl m MAY j /j��► , -+vw..A uw�:w�.m Im vAc I 1 I� sFv_rt_a sfvlra r00�0+� �Y1�I m Am 6, 1 TOY Alm M.Ob]MG F!•l -r a I.p i no{u na.0 rel 1 1 ; i 1 1I IliH M OIfSrtE IADDI.E fAM +. I v ffoAr 1 1 NEIITR.�L INf�n I I .� A �ate, M Ot lArr YELEE 9&4 m 1aMs I � I i � i fn•!zEE-iuE iIi zn-a6o Mn d uu;m<ano i i MASTER ELECTRICAL PLAN - IRC Tn BSL/DRP %B JAN 03 we to A RIQ R]DN[➢M M 1[V Y®'Si.IE TINr N 1fTIV,/1' PANEL BOX LOCATIDI MY VMY 1& 0_3 -- PANEL BOX LOCATIDN IN BASEIIE)ITN� 4 O __ }___ a BABC T ,®ELS____ rtt 6 �T_ __ ......�__ _ ______l . I 14-2 14_2 DI m V V IL-21�i -i� 11 10 10-2 B1 I 11 I O I O -2O @ I I OPT. I O OPT. LST. 1 - LT. Cpl. 1 Q` 1 i 1 12-2 1 1 LT. TT 1 L / ® 11 r----- II L r_ -------- 14-2II 11 I i♦ I 1 1 1 1 O 1 I - 1 1 1L_____ LL 11 SL________ __ _______ ________�__� I O 1 I i 11 a a ----------a__ L ;'.`I I I i_____ __ ___, ; 1 r-_ 1 ISS Q,a S? 11 IL`i S11La i i a a 1 1/-2 I I i N-2 )a,T 1 O W N RELPTS. MC IOIMIMTALL[DI I I i I 1 I STA - I IN IFTL OARACis THEY I I 1 I r - - I 11 SIMM K 61 PR ccicb It 11 v I II f-------------------------------------- �I 11 MY. it LT 1 r- i C_ •V, / V 11 !i _ TB. Ur4IT1 PIF GWNT 11 . 1 LT OPT. .11 I MIAM RM QTS IMY , 1 1 I 1 I LT• I LI I LE: TTED fiF IAN WN WITCHED I I I I 1 I 11 11 11 �` II 1S m I I 1 I 1 1 I 11 ;% I1 11 11 L _J 11 II it _ ____________1J TYPICAL WIRING DIAGRAM >a•mvmML nmenw ru Duct vBma . _ _�_ B®VNIIML vml�FAIBMIR AWA2AK[ -- c FF 1 / / 1 1� re [ 1 II I 1 r- 61 I N n n vuX m z sTuo vau rtme roe - WpOIT R6CM1AlID1 6 CpF CCTC[tOl J L [ __ "I Or/, n P ALOW Owl r___ 1 ST Lr.Y lAG srJlEv IF (�� docp� `o IT e• SBlf T s[IsV11N __ __ — _ [RUR STN[ Vw9Elq TIFU ' • • - m st D s RA2 • N, [ �iii - -- - arsnE A1111 s1mNc IF �•� _ �F You Iflo ALUMINUM SIDING GROUNDING DETAIL ©IlP�.Y .rLIX2T.. IMT /I 0. LN lF Al r>I12 (AIf LH-11N lIZ Ill-I2M MASTER ELECTRICAL PLAN - IRC m BSL/DRP �"Ti6 JAN 03 B =Z A 1 2 E3alVO m M MY\06 ar.1TC U, Q/XaNK• Svp m IBOOV ]SOV 0-3 I 2-2 - __ __ la•N NON Ia0•,l I > 22-3 ,a,s u O 1 L 1 12-2 1 7 pT WR ,3, ______ _____T )■ ) I©� 1 � O 1 I !S 1 u ^ M 1 11•i'Y r -------------_-- sn 12-2 ---_—_—_—_—_--_—_—_—_—_—_—_— _—_—_ —__ — _---------- ---_—_ 1 1 J ` ` J O ILrII o- N s•n o 10 �Si 2 ae 3O +A m IR 12-2 ELEC. DROPS N ® Sla S 14— 1 , 1 lO i 1 12-2 I O 1 • ® L IFa QQ I S 1 � O \ aBr r w I v i 1 ,HITT 'A' 0 1_w \ , t•JOR/ 1•aNl b 200D" 1 1B00V TYPICAL SECOND STORY ELECTRICAL I TYPICAL CAPE & IST STORY OF 2 STORY ELECTRICAL n ImR O � I 1 • O �„ Ma H a NI 1wv a I ® I ® Tmx.ra>dlm laml I • . I 1:. B i i----_-_'_== ar ry OMNI a1NaS IMDpa w01 rti LN r o IN i C f 6LL BvlPi LLtL Dia I 11-x- M-a ---' 1.-a 1 I •. (404 tM17DR3YpN +� . rbm(BMr IDrATmR s OAN ia70aa ab cl� AlB�T ��(1 s i D• 54 Zo 1♦a L_____ r___________J • • ---------r_ --N Ir_____ _____________O _ IGroY lAmV 1 SY I �� 1 IClW ♦ h. �y� 4/L , •� � • -V1.�0 •. O• � �NEv'�y s�% NOTES. TYPICAL DUPLEX ELECTRICAL �I4,�I,,,'����. L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE NOTES kA SUBMISSION SET DRAWING All, Al2, A13, A11 2. HEATER SIZES SHOWN ARE FOR ILIISTRATION PURPOSES ONLY L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT - A HEAT LOSS CALCULATION WILL BE DONE FOR EACH INDIVIDUAL ONLY FOR ADDITIONAL NOTES AND CIRCU17 SCHEDULE SEE FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS SUBMISSION SET DRAWINGS AB-Al2 INFORMATION SEE SUBMISSION SET DRAWINGS A14 Z HEATER SIZES SHOWN ARE FOR 1LUSTRATION PURPOSES ONLY flOtVtPSI MNL: I ELECT. CIRCUIT LEADS FOR UN17 'C' TO BE RAN IN CEILING TO SPLIT V/ LABELED A HEAT LOSS CALCULATION VILL RE DONE FOR EACH INDIVIDUAL 44Y W lII(IBR, AZAAWISRBa',PI f7w 'AMP' CONNECTORS FOR ON-SITE CDNNECTION TO LIKE LABELED 'ANP' CONNECTORS FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS (s»J B.fs-tffa PI Bal- IN WIT 'D' ROOF CAVITY. CIRCUIT LEADS FOR UNIT 'C' TO BE GROPED DOWN CHASE INFORMATION SEE SUBMISSION SET DRAWINGS A11 TYPICAL HEATING AND ELECTRICAL — IRC ALDNG WITH WIT 'D' CIRCUITS AND COILED (V/40' COILS) IN SECOND STORY PLR. JOIST FOR ON-SITE COMPLETION IN BSMNT. sn BSL/DRP. NMI 8 JAN 031 1 urn mw A 1 3 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' HVAC NOTES 1, FURNACE (SEE MECHANICAL EQUIPMENT MANUAL) FOR INSTALLATION INSTRUCTIONS 2. ALL GAS DR FUEL LINES TO BE INSTALLED ON-SITE BY HVAC CONTRACTOR 3. FLUE PIPE TO BE INSTALLED ON-SITE 4. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS TO BE INSTALLED IN FIELD 5. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 6. INSULATIDN WITH A MINIMUM THICKNESS OF P SHALL BE INSTALLED ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. HVAC MATERIAL SPECIFICATIONS 1. FURNACE (SEE CALCS MANUAL) 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3, ATCO RUBBER PRODUCTS-6' CLASS 1 FLEXIBLE DUCT. (SEE CALC.S MANUAL) 4. SHURTAPE TECHOLOGIES, INC.- DUCT TAPE SILVER-PC600 5. ACHE MANUFACTURING CO. (SEE MECHANICAL EQUIPMENT MANUAL) ` FLOOR REGISTER BOOTS R f f f RETURN AIR SYSTEM - TRUNK LINE f F r RETURN RRx16' GRILL AIR f RE16'.24-RN GRILL RETURN AIR GRILL Ij x 1 a f aE x o w W W q FLOOR OOT K .=n f V r 6• FLEX DUCT 6DCREGISTER 9V ANGLE REGISTER BOOT ^c^en x xl H81 59 CENTER END LKFY. _— _— RESISTER BOAT •-• �``'' ,� 6 IB CR VER SITZ-IASTALLED —� - �, ��•)AIL TBBMYB(1N ✓ 4b ALMT d EPT.PVI ER VEWER �- 13'-1 Y )Y-Y ' `NU J f♦ 01WtKEI IVENT Eob �\ Q14D0 • •4V- 16• BASEMENT MODEL r CRAWL SPACE , ��• , ,,.a•:��,�� w E ?F 404:4 110, W Y = _ NO.YPS, INC. 147 VS AVr SUN, YIDOLSSOSO, PA /7841 670 857-1188 PSI 857-0180 HVAC SHEET - IRC n. wrzurn RIR w BSL)/DRP 18 JAN O A 4, 'SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' 1. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED _ ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE �� OF A CONDITIONED SPACE In 2. INSULATION WITH A MINIMUM THICKNESS OF P SHALL BE INSTALLED - ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE v•n m ro• TRUNK END TO END D ' STARTING COLLAR ' 6 REGISTER BOOT TAPE AND STRAP FLEX - Tp BOOTS L COLLARS TRUNK LINE Tp �RO��OVER SEE CALC.S MANUEL -" S' FLEX DUCT I II I 11 1 n - _1 _- •___ - ------------- -__ _--__ ____- ® 4KIO,. 4X12 , 2xIB FLOOR REGISTERS ----' - - -- - -�-- ® ]6x16 RETURN AIR GRILL 1 i6 'x18' DSD INSTALLE — 1 _ ____ ----- a ---------------- _ �e°°� P. iLy�i�i ! G'x42' DSD SHIPLDDS): It I i `T• A[EatT I x 1 1 1 � 1 I I 1 I wx _____ _______ ______ ____________________ PAN I I-- V_ --- '+m- - -----------J-----' 6'x18' DSD INSTALLE 1 1 1 ---------- ------L-- ------------ CC��-YYaa�- L _--1-----------' --- 1 ----- , I -----Y-- 1 ,, ���AIkk ©�r 90AlJf'Solv , NC. 247 US HWY 322M, XMXJBIIRC PA 17342 aro —2333 PAY 837-02PD HVAC SHEET - IRC arz� AM we M BSL/DRP IB JAN 03j A 1 4.2. HVAC NOTES 'SPACE RCSERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' L FURNACE (SEE MECHANICAL EQUIPMENT MANUAL) f f FOR INSTALLATION INSTRUCTIONS 2. ALL GAS DR FUEL LINES TO BE INSTALLED, ON-SITE BY HVAC CONTRACTOR 3. FLUE.PIPE TO BE INSTALLED ON-SITE Y. DUCT CROSS OVER AND RETURN AIR IN BASEMENTS f TO BE INSTALLED IN FIELD 5. INSULATION VITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 6. INSULATION VITH A MINIMUM THICKNESS OF V SHALL BE INSTALLED f - ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. HVAC MATERIAL SPECIFICATIONS f L FURNACE (SEE CALC.S MANUAL) f 2. KNAUF-FIBER GLASS DUCT SYSTEM- E1475 3. ATCO RUBBER PRODUCTS-6' CLASS 1 FLEXIBLE DUCT. (SEE CALC.S MANUEL) A. SHURTAPE TECHDLOGIES, INC.- DUCT TAPE SILVER-PC60O f 5. ACHE MANUFACTURING CO. (SEE MECHANICAL EQUIPMENT MANUAL) FLOOR REGISTER BOOTS f f } f f - f FLED( REGISTER BOOT NO 60C 90' ANGLE REGISTER BOOT 90. 59 CENTER END RESISTER BOOT f f o_ a a x OVAL DUCT TO 0 w n,fI SUPPLY 2ND FLOOR v �' _{+••" T L JI1i x 6' REX DUCT FLOOR REGISTER BOOT �4 •i"h ,I ~ NO. 609 90' AN HOOT /� t� t♦ RESISTER BOOT ✓ j x 6x1 NIL 59 CENTER END • ALBIXI •A • Y�.�• 1B C ER SITE-MTALLED —� • • • DPT. P R VENTER — --- — b nusccr -OEM t7 BASEMENT MODEL r CRAWL SPACE a � I LwV .00, xelz6p a Ya Pr�r ar > i 90.VES, INC. q sa m m aur.A®ALFWAA PA 17a 0 4 (m}an-uu sir ur-uw z HVAC SHEET — IRC rLTL CVi PIG Ml .BSL/DRP 16 JAN 03 A 1 4,3 'SPACE REU3WEB (III THE NEW TDRK STATE STRIP OF APPROVAL' in pial STARTING COLLAR civ mm 6' REGISTER BOOT TAPE AND STRAP FLEX TO HOOTS t COLLARS SEE CALC.S MANUEL 6' FLEX DUCT TRUNK LINE TO CROSSOVER TRUNK END TO END 1. INSULA71DN WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED - ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. - 2. INSULATION WITH A MINIMUM THICKNESS OF I' SHALL HE INSTALLED - - ON ANY SUPPLY DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE. OVAL DUCT TO SUPPLY 2ND FLOOR n 00 I u I ___ ___ _ _ ________ _____ __ ____________ ____ __ ___ __1-_--___�__ M 4XID, 4X12 Zx1B FLOOR REGISTERS I I ® 16x16 RETURN AIR GRILL I I 'x18' OSD INSTALLE LJ Vi ; PAUAu-Tffi7NYAON 110 PAUL I I 0 • 01 --- ------------------------ ------------ ----- -- • 0'+ --- ------------- ru 6'x42 OSD SHIPLOOSIE ; x ncsm `------' --------------- ---------- -- —`------- -----Ir--- -'1sQ°a_ �j, • - '..� ,� md I �i N ------------------ ----------------------- -------------- �o -- ------------ --- 6'x18' OSD INSTAL - F- I IM Y 9 L_ ______1__ I ______ 1 1 1 n ___________ _____________ __1-_____________ ____ __1__ _ BOWES. tWC. ©sn m m.+.r.mmAAOA.,rA 1>AIt HVAC SHEET - IRC . M MT4 CVS NG Nl BSL/DRP 1B JAN 03 A 1 4.4 'll®Iv0 N M KV TDY till[!fw'V NTIIWK' RANCH ?06.� BI-LEVEL CAPE TWO FAMII Y A-? tJ" ' '�d' riim ro srnrtrn�r" MM TWO STORY �y�.� 'o ' t,� yr �•a¢ �+ y�r_'4 PRODi 3 yr LTND40 Parc vAT[x Dt1GF��'•` ITE I AF%0 VkTa _ u• mcw '&� t�' "`A mc.cove - rEv..rmrt 4 Y oY v' K RE•a� 4' CDG RIDE r EVA R1 S mm ILC D®VQ1lYL RaOI liM1 �' �Y Cdi. CDL f[[ITD! 3-. 4' x(ylyMD"va. I4' '�4•�'p ev Lo.FOOMM FM S7M v o- WING SECTIDN FOR EXT. WALL INT. COL. INT. PIER R SPLIT LEVELS - v,. T's AND L's TYPICAL FOOTING DETAIL �D 1/2' THICK / ILTK vlSlgia `?_ ___1 6'x6' COLUMN TOP PLATE 1/4' LAG SCREV DIOA ELAGRSCREW TOP VIEW I rD NOTES FRONT VIEW - lID� RaTi m 1. 8' CONCRETE BLOCK PILASTER REDD. WITH 10'-0' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS TYPES OF SILL ANCHORSt AND LOCAL REQUIREMENTS. yR lar�� m 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN, AN 18'x24' ACCESS OPENING FOR VENTILATION 1/3 OF 1% OF FLOOR n n� AREA PROVIDED BY CROSS VENTS MADE INSECT L RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18' (A}4Xirlq)Byj• 3, WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION ,0� 7jss AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE ,, ` • • , 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BICAL LEVEL UNITS, VENTS MAY NOT BE REQUIRED. CHECK LO '`�C •_ � REQUIREMENTS. , ,��G„� tA(a.YaaLY�p,)'S/ 5. PERIMETER RAIL ATTACHED TO SILL r/6d NAILS 16' O.C. d 6. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR CON-SITE BY BUILDER). = • AST RANCH7. APEX HOMES, INC. VILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. 6, BI-LEVEL - ---- - - 10 ��__ _ __ tip__ B. LOCATION OF WASHER, DRYER, WATER HEATER L FURNACE IN BASEMENT TO BE INSTALLED PER STATE L LOCAL Lrram� CAPE CODES (OWNER/BUILDER RESPONSIBILITY) i nm vru I �a ..ANCHOR SHALL R PLACED SO AS- O-Not INTERFERE � - wil TWO STORY nr ii 10. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF 3/4' FOAM INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2' TO MAINTAIN ,'4�r•I; '�S'� PROPER OVERHANG. THIS APPLIES TO ALL MODELS. LJ Li � � a 11. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO n Toi�A . m. m BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES i 12. ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS BUILDER/DEALER RESPONSIBILITY AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. / ffr�rte v 13. BASEMENT COLUMNS SHALL HE PLACED UNDER ALL SPANS >5' FOR LOAD TRANSFERS p�X ruer�nmar ii 14. SMOKE DETECTOR TO HE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY PpIr S INC. ___ __ OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) �ffoj sa d ao1V61aq Pa i>au r - ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF wrt n 15. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST (•�•J aaF-Lau iaa an-wa• ENGINEER OR REGISTERED ARCHITECT. TYPICAL FOUNDATIONS - IRC 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) m . L BSL/DRP 1D JAN 03 •.rmvn ru TIc Icv rm n�rz nw>Ir•rwvla• SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN SEE INDIVIDUAL FLOOR PLAN ------------------_----____________---------------------____ __________________ ------------ 1 ________________ ________________ _______________ I 1 _______ 1_r Z_r -� 1 ----------- ----------- I I 1 1 1 1 1 I I t I 1 3 BOX UNIT i TWO FAMILY 1 r-� r--1 n 1 1 0 1 1 0 1 1 1 I�I I 1 I I 1 ILO1 - 1❑1 I I I f L_J L_J L-J L_J y 1 i h r-i r_� l I J L_J y l t I o 1 1�1 1 I 1 ' 1 SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES I �' I r L-J L_J y ISEE NOTES SE NOTES SEE NOF SI 4 i j g 1 SEE NOTES SEE NOTES ISEE NOTESi � • ; 1 I i N (y � i i I 1 i i I 1 1 1 w � -------------- I 1 I O1 101 101 1❑1 - I I 1 1 _ • I L_J L_J L_J L_J. 1 I J J- ------------J y I I SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES i � "-'-------"--""--'-----"'� - 1 ----------------------------------------------- 1 1 1 1 -----SEE INDIVIDUAL FLOOR r-__________ti_r___________l I 1 1 � 1 I J 1 I 1 2K 1 1 I I O I I 11 6 I II I CI �._____--_-- _______ _____ _________-- 9 i NOTESI 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 ♦ PAw.Tz�ayplJ�jy�i 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT ql AEBW do g SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, .O 1 t i MODULE WIDTHS AND TYPE OF STRUCTURE. s H h r-i r--1 r-i r 1 101 Io1 Io1 L 1 I 2. SEE INDIVIDUAL FLOORPLANS FOR ANY ADDITIONAL o�m j i t L J L_J L_J L_J y i ♦ , ft COLUMNS REQUIRED TO SUPPORT�NCENTR�A-OADS_.. ---- --- - I I SEE NOTES SEE NOTES SEE ROTES SEE NOTES SEE lATES i i _. - _._-_ - •• •••4�j �.`1, FROM ABOVE. AS IN➢ICATED BY AN ASTERISK 00. ',,�O�tfiUcaw �s�ii i 1 --------"-------'-1----------------�_"�----------------'' ' 1 XI!M ------------------------------ 1 / J1Pl / JLPXlL�L�Pw.rmw SEE INDIVIDUAL FLOOR PLAN HO1ClSJ/ INC. Od InI=Ar w lI,JO)OL Wr, PA I 7 TYPICAL FOUNDATIONS — IRC „ BSL/DRP --la JAN 03 u r %16i o A16 'SPACE fESERVEp flA TK 1EV YL STATE STA Q APPROVAL• S[I[.q N1.KIIJI!L6 1! i6 OW AN.NS.4TAY ltJ 1M xM!F4!(NS MTN C1wsT olnrl r C m r Wl u I 11 I I II i � M�poNIST�'1 O1Vi�1 MTIT r Au rwv 1 [a NW.G 0 lW/.N MY.OCfAA[ I � 1 + clRl[I MYp I F ��� DMIATWM 71>DlIS IN T 1 __ Y _ ------- ___ lY iACrmY W+II61Va ! I 1 M!I am lf1WCT0 MLLA1W OFiTR 11 �I 1160 1 NV r MtOplf VILL IIC DMIAT[l m TIGro i61 Ilfrz 'J!!K RIDI eMLAT07l W-ifl[[!Y60 OI ox GLV.1(JCYTC L01 _____� !YL[ 1 S!1 VY VT1lMl KIMUIIYI I/YMIMRNR VA V Yf6!Lr M W 1Y(IiC1O1T ORIO W 011F1 !MIIIOfI V/il/4 MI!Moro' !T' I Ir CLIMB m V/r!6p •nfu rAlOalo WTwTnI fMitlE>r _ __ _______ N _ w IILLT� u!)KAlpq AFT V r vNl tVG1Y 0llq ®[MlOpf VNl MK DM1Alm QT[IYpIOR M iGIIMTOI VILLI IW RIDI YmlAlIDl YFYrz[f Y6)!!0 1•M[Y6 IpI V11LI1LL 1Wf1ll s vw iI MAVfAf.Tlep !�� lATaarV"A( Im WAlAro C KRTIIOpt CLLTK yg NV !IFR r rvtrro IIAW T12 uIIK u! !!VN• TIpDI AAI ula e'WVp 0 41OYA MQfS M W mrtOlOt TYP. BI-LEVEL CROSS SECTION AL M.W LFIO.RAIi TYP. RANCH CROSS SECTION / 1 NOTE.8'-9' CEILING AI nuc Fl!!A74 RTAA EXTENSIONS HEIGHTS VILL REWIRE EAVE OVERHANGS AND RAFTER E%TENSIONS ' IL SHIPPED LOOSE AND INSTALLED ON-SITE E BUILDER USE VI e'-9• CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUTI AND VILL REWIRE A RAFTER ROOF SYSTEM (MAX, CIG. HGHT. FOR A UNIT WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NOT EXCEED B'-D') OF NEW AW FIAV TYP. CATHEDRAL CROSS SECTION N Ir cVlru lmmin6 C7 AIZ@ To NOx muN. ru muArml n Iun.IFf oM-(m 6 rm Anv®o vrTUML n6TM1AT01 n IVNIlALT1ld1 [ H P GLV T[InYIC A61! � 4CANTLEVER V LrBLr o1V[L!p -�'i':.�. W/ SE[[IeF L M ETAA L ltpry N BI-LEVEL WITH f>a lrfrr FLUSH FRONT �'�' �• TYP. CRAVL SPACE CROSS SECTION HOA/ S, INC. WK OFZ VOfI6ATp1 AMLL IE IWJmFD W M MONf ® f1I Ol III fELY.1(dJLllflcA PI flHl 6 MLT IIIA x 6 Vlb 6[GK TwIf(-t!L/II Y9-OfW VMC 9YLL Y LLL1Rn IS p➢Y Tp TI[iplLMl]W1 f K rW16'AL W MY Y MWAEn VfTH IWyLv O'OATCD lllNgi TYPICAL CROSS SECTIONS - IRC 1N mm BSLl➢BP 1B !AN 03 n A 7 M®NQ N M 1[V TOR STI.m)TMf Of MPIIP/M.' Y III DIf/:A.LlAIM1M )� r�-rE CSi1G MLYML VLL I®IIDC GK WQIMIiQ MO MfTQ Dooms m>E nmPO Lma Mm[aTALLL1 w-sTn n YauQ Rat v r-r mss Hsart mNYN vEn w A(TML ima umTr rTm vE�coos[A[N'Toi m n:tq owc Nu Hart,rQ A oar vnY A rRIMNiAC11TIQ 11A6II)�)Y)TQ Yvu IDf o®r+] xAY[[AI nrruQ s � 061N1b w-GR Y/ 4 [MO LTAPVLLL R I M WO AA,A7r SQ WG A'M t AU,OCfA6) )6 M,NI[AM RTLL Y € H F Y[OMM y MNiw�TO'l[w[YKT.¢Y X Tf'W M mu a' Wwlr [r �. :.a>>A' Rr vFCr Pw r e.VY[i>yr iii� O>Yrl YAIU a[7/r W M1IDt[W(TQ pLSI,TIw w-AIC w W w V MET)/r [IAl[It i W[I[M VNl M[Oa m Y[7 L.• Y-Y ClL IR c wa TAU Y :[1 M➢LTt1 flt [W a ^ oTLYL psTALLAIIw)7 IIMIII[TiQ - -)[1 7 7Ir srmort v[u AR PR mwAro YY wV m[[Vr war wwv >[[>>W flYml aweE - m 1TrATQ n1 nATc m[ yr Nv AYUQI[RT V!'LT ![[IT Y!m[TIOIf p InAT(iml VILLI l� m [n m.d6)1 TO 1, rY[YArYM m rw rAs>Yaw m A "GAflA msm HV re a Aamm m�s Y/ pVV TYP. IN LINE SPLIT LEVEL CROSS SECTION I['CCYDZ W V/ 9 (•mm w +•[Y M sAp Taz All r¢>[ VVAPORW[1u M W[JMTYad Y YIAKL YT )� IIE DV4 IS.RIAI Y TYP. TWO STORY CROSS SECTION -1;17 y NOTESi SOF NEW 1, ALL DETAILS FTG FOR 3,000 PSF MIN SUIL BRG PRESSURE 2. GALV. METAL STRAP CONNECTIONS SHOWN ON SHEET 8.2 3. FLOOR INSULATION WILL BE SHIPPED LOOSE FOR OWS17E INSTALLATION - ! SEE DWG M5 FOR SPECIFICATIONS 4 ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARDS HEATING SIDE - ■�■ 5 7F UNITS TO BE ERECTED IN A GROUND SNOW ZONE OF 30 PSF OR LESS, ROY TRUSSES MAY BE ¢ nmHrmcTu WUTaN w-sm IT N SPACED AT 24' OG )TmoQ i)Amon vru Aa p m r 6 7/161 OSB, EXPOSURE Bl, SPAN RATING 24/16 MAY HE USED ONLY VITH SUPPORTING ROOF STRUCTURE B 16' O{. �AmYA�iNAt�mRx SAEQ m 7. ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES rAmx i TAmoO vAu ARE MN Y m ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF 8. ANY OPT. EXTERIOR SHEATHING MUST COMPLY WITH CURRENT CODES - 9. ALL OPENINGS 1N BASEMENT MASONARY WALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE 10. FOR GRADE L SPECIES O' INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCULATIONS MANUAL >RAro zu nATc Nnu nt vrnr WLV.TQKT[LOCLL 6)• It TEMPORARY 2X1 DEADEN INSTALLED AT 48' OC IN ALL MARRIGE WALL OPENINGS GREATER THAN 4'-1' FOR YOallwf N rY[MT • L' LIFTING STRENGTHvrw saint vA•w Yrtsla y .� 12. THE SWING A DOOR OPENING ON A STAIRWAY SHALL, NOT OVERLAP TOP STEP. 13. FINISH 3 Vr P[Y U. EXCEPT .WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD, JOISTS SUPPORTING ONE STORY M M rA)TYmi m NONBEARING PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER M z main WITH IOd (OR EQUAL) NAILS AT 3Y OC..DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING ETC. �, rA[cmc N>NQ ARE TO BE BLOCKED AT 3Y MAX. v/[nomas m[Tsc — 15. ROOFS DESIGNED AT 10/15, 60/65 OR 80/85 PSF LIVE LOAD AS PER LOCATION OF HOE r toc a.Aa v/ REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R301.2(5) Ta v�la>r 16. STAIR HANDRAILS TO BE 31' ABOVE EDGE OF NOSING .. .... .... . ...... ., .. ... 17. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS (ON-SITE BY BUILDER) GUARDS TO BE EITHER v. SOLID WALL DR OPEN WITH INTERMEDIATE RAILS OR HALLOSTERS PER STATE/LOCAL CODES .•rQ m BRAD, 18. STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT OF B 1/1' AND A MINIMUM TREAD DEPTH OF 9' n „ y 19. STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SWILL NOT EXCEED THE SMALLEST w W mrtwru [�iTomummis� v�' ©/lPJfX BY MORE THAN 3/8. THE GREATEST TREAD DEPTH VITHIN ANY FLIGHT O- STAIR SHALL MtlT EXCEED THE sin(r7n IBNR.me lTG XOA/J�'S, JNC. SMALLEST BT MORE THAN 3/8' 20. EEA STAIRS F A TWONSU FAMILY DWELLING SHALL HE ENCLOSED BY A 1-HONOR FIRE RATED ASSEMBLY 0 YaALLATKU Ia7oJ Ln- P�Nua w 2L SEE PAGE 10 FOR INSULATION REQUIREMENTS 22. STAIRS 3 RISERS OR MORE SHALL BE PROTECTED HY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN SIDES OF STAIRS OR LANDINGS IB' OR MORE ABOVE ADJACENT FLOOR L AT WINDOW(S) ON STAIRS OR LANDING SHALL TYP. SPLIT LEVEL CROSS SECTION TYPICAL CROSS SECTIONS - IRC HAVE A RAILING WITH GUARDS) BELOW RAILING THRU WHICH A 1' SPHERE CAN NOT in BSL/DRP 1-8-JAN 03 Rin 1"A18 w Hn A'� 23. WIDTH BETWEEN HANDRAILS OR HANDRAIL L WALL 32' HIR L 1 1/2' MIN CLEARANCE HANDRAIL TO WALL 24. THE SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. _ 'SPACE RESERVED FOR THE NEW YEW STATE STANPA If APPROVAL' FOLDING ROOF SECTION (EACH SIDE) 2x(. TO UPPER RAFTER CONNECTION RIDGE BOARD TO RIDGE BOARD CONNECTION (2) DUO FAST 607 NAILS OR EQUAL 10d NAILS OR EQUAL AT 24' O.C. (ON-SITE) _ 2x4 TO UPPER RAFTER CONNECTION OPT. DROP IN ROOF CAP J� �`� -` (4) DUO FAST 607 NAILS OR EQUAL SEE DV6. 8.1 DETAIL 'E' \ 2x6 TO LOVER RAFTER CONNECTION (2) DUO FAST 607 NAILS OR EQUAL --�--- Ix3 CCONT) TO RAFTER CDNNECTIDN (2) DUO FAST 607 NAILS OR EQUAL 2x4 TO 2x6 CONNECTION KNEEWALL TO RAFTER CONN (TOP L BOTTOM) r12 2-10d NAILS OR EQUAL 1 1/2' x 10' 26 GA, STL STRAP V/ (3) 10d NAILS - 3 THRU 121 AT 16' O.C. <ON-SITE) OR EQUAL EACH END (ON-SITE) 2x2 LEDGER TO 2x6 CONN DUO FAST 607 AT 9' OC. SPF LZ 1/2' DIA. BOLT V/ WASHER Zfb 2x4 SPG STUD AT 8'-D' O.C. (ON-SITE) KNEEWALL— SEE INDIVIDUAL RAFTER PLAN CCALCS MANUAL) 1/2' DIA. BOLT R-30 INSULATION 2x4 TOP L BOTTOM PLATE TO KNEEWALL GUSSET TO RAFTER CONNECTION (6) 6d OPT. 16/32 STURD-I-FLOORCONNECTION (2) DW FAST 607 NAILS OR EQUAL GALV NAILS EA SIDE STAGGERED ____ OR EQUAL (ON SITE) L--- ---- vvvvvv\ _- ```'I 2x6 (CONT) TO JOIST CONNECTION --- ---J (3) DUO FAST 607 NAILS OR EQUAL 2X8 CEILING BEAM TO JOIST CONNECTION 2.2 MICROLAM LEDGER TO JOIST CONNECTION GUSSET TO JOIST CONNECTION EA. SIDE 3-DUO FAST 607 NAILS OR EQUAL BUD FAST 607 NAILS OR EQUAL AT 6' D.C. (11) 1 1/2' x 16 GUAGE STAPLES B'-0' MIN, 15'-9' MAX. 8'-0' MIN. 15'-9' MAX, OR EQUAL (STAGGERED) 16'-0' MIN, 31'-6' MAX, ATTIC STORAGE RAFTER SYSTEM 1112 REFERENCES, SECTION R8032.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 024 t xR 7/16' OSB, EXPOSURE 01, SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE 0 16' OC. 19—FOR RIDGE BOARD TO RIDGE BOAR➢ CONNECTION MULTI-MEMBER MICROLAM 10d NAILS OR EQUAL AT 24' D.C. (ON-SITE) (2) INSIDE L (1) PERIMETER EXTERIOR CLEAR SPANS DBL RAFTER PERIMETER SHINGLES OVER ER 2350 ASPHAUOR FIBERGLASS 2x6 SPF 02 UP TO 10'-01--\6KNEEWALL- 2x4 STUDS TOPT. TRANSVERSE CLEAR SPAN 2 161FELT' O.C. 12 - 13 THRU 12 x4 SPF STUD AT 1DBL 2x6 CDNT. TO RAFTER CONN O3 16' O.C. ENDVALLS (3) DUO FAST 607 NAILS OR EQUAL 1/2' DIA. BOLT OFK%"* GUSSET TO RAFTER CONNECTION (6) 6d GALV NAILS EA SIDE STAGGERED OR EQUAL CON SITE) [rd DSEACH SIDE RATEDSHEATHING / 2 E1 UNDER N MIN. MEMBER - 2.6 (CONT) TO JOIST CONNECTION r MICROLAM UNDER KNEEVALL R-30 INSULATION (11) DUO FAST 607 NAILS OR EQUAL 0 GUSSET TO JOIST CONNECTION EA, SIDE 0 j�'64 (11) 1 1/2' x 16 GA. STPLS OR EQUAL STAGGR.D DBL 2X8 (CONT) TO JOIST CONNECT (3) MHO FAST 607 NAILS OR EQUAL THIRD PORTY TRANSVERSE ROOF SYS. NOTES LL 1. ALL FRAMING TO BE 16' O.C. 2. ATTIC AREA DESIGN FLOOR LIVE _a_ rTIT • _ •_i___iLOAD IS 30 PSF (BEDROOMS ONLY)_ ___ ___ __ ___ ___i___i__.i__ __ 3. ERECTION SEQUENCE OF ROOF SYSTEM) _______________________________________A MODULES ARE SET ACCORDING TO ) ) 60'-0' MAX I HEFORERERSETIOLIP OFOCEDURSES R. YSTEM I B'-0' MIN. 15'-9' MAX. HOA/fS, JNC. B. RAISE RAFTER L INSERT KNEEWALL '��•+� TRANSVERSE ROOF RAFTER SYSTEM - SIDEWALL DETAIL C, MAKE GUSSET ON-SITE SITAND RIDGE CONNECTIONS AT BOARD TRANSVERSE ROOF - ENDWALL ROOF SYSTEMS - IRC x. � �%26 DRP iB JAN 03 'SPACE RESERVED I'DR TK KV YDRK STATE STAMP 6 AMRDVAL' x S p o 1 3 WINDOW KI V10TR MIN. \ MDR. REVD. 2-2x6 SPf R2 i Z SEE FLOORPLAN DHL 2,611) SPF02 DDL 2xlD SPFa2 = FOt OPTIONAL VINDOV LAYOUTS SEE CALCUATIOIS _ __ -_ __ _______ __ __ FOR HER, RE" h 1 1 1 1 21-0. 1 5'-3 1/4' ' 2'-1)' iI It It III I I I a JOIST ER s MANGERS mP) 1 s m - 2MID SPfa2 IN I N PN yTt]a N P FLA. JST. R I6' OG i 1 ROCKING II I O O I A I , I It I 1 la FOUNDATION HALL 1 11O I , I I SECTION 'AA' I o m m DDC. 2.m VFW o i � `� ' 2210 SPFI2 FLR JSTS f 16' OL. Bk tit B I I a FLR 2JST.SR I6? OG It N 1 "KING i ml a JST. IN 1 a �D 1 QST V ;� �MlJti.l c INIf£RS MP) ¢ A A " 6'-5 3/4' I 11 3'-0' TH a WIDv _.aAp►a� �T 4 KI MDR.WIDTH 30 '/B' a MDL REO'D.� U'1,1" O FOUNDATION VILL—I EE' S'PFY2µ \ I Y RA OPTIONAL VDSOW LAYOUTSSEE CALCUATIDNS FOUNDATION WDRL 2x11) SPFa2FOt MDR RED'D. 7� 6'-5 3/4' 31- I '- DDL 200 SKIN! Dal. 2A1a SPFR2 _3'-O' 6'-5 3/43'.0. DETAIL SHOWING BAY AND DETAIL SHOWING 'RAY ANT) -- FIREPLACE ND _IREPLACE AREA SUPPORTED FIREPLACE AREA CANTILEVERING BY FOUNDATION BELOW OUT OVER FOUNDATION BELOW EXACT LOCATION VARY PER DRAWINGS SHOWN FOR FRAMING ONLY. /��P nrR/aKFI�� FLOOR PLAN DIMENSIONS SHOWN VILL VARY DEPENDING SEE CALCULATION FOR CANTILEVERS ® HPAfFS, INC. ON UNIT WIDTHS AND BAY LAYOUTS, AS WELL AS LUMBER GRADE AND SPECIES. s.v Os alll'aaa1K AZ 41" WtD, ri nea (svo) uT-aaas PAZ Rn-osao SEE FLOOR PLAN MASTER PAGES FOR MIN. L MAX. MODULE WIDTHS TYPICAL FRAMING DETAILS — IRC SECTION 'BB' BSL/DRP mm 18 JAN 0r ovc to A33 SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPRDVAL' 49 rDrt. OR t>d Me6S —K•¢u el9E ml-am fI RavEXT, WALL a1]9C AT9 HxE D RAuLK u TRUSS DETAIL 'A' .I r Ml AR SA AIX ] / 1]! earwa 9ISnYeKmND1>®va�L Ve,rKa R[ AaxNW]wLeeY e c Aol ari DETAIL 'F' EXT. WALL STD. TRUSS DETAIL 'E' DETAIL 'H' STD. CATH. ROOF BRG. & MATING LINE DETAIL OOKS K VBRII M S PLI Ta� ❑V ERHANG 14 DET AIL •r• <srun vALu 9 NOTE, SEE SHEET 36.1 FOR EXPLANATIONS ON NDTES 4�m a OF 9 ] K u u a e _,aApe N TYP. ONE STORY FLR GIRDER BRG. m z DETAIL 'G' TYP. BASEMENT WALL DETAIL 'C' � -] eNam nmK PAM. az y 'A BOAus live. wT BI-LEVEL OR SPLIT OVERHANG u�masamRrR 19Ax !ml m-aw man�.e CRAWL SPACE FOUNDATIDN WALL CRAWL SPACE FOUNDATION PIER DETAIL 'I' (MASDNARY WALL) TYPICAL SECTIONS & DETAILS - IRC DETAIL 'D' DETAIL 'N' m a 9 to 85L/DRP 1 7 B JAN 03 A 3 4 SPACE RESERVED FOR THE NEW MRK STATE STAW OF APPROVAL' JklITE a m NOTES Wool mfwR 1fvo1n11SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES MATEVY-IN EADITRUSS UWSITEI AT U'Ys6 SIO FACO 11 Iz u r ALUIDiIDr AMLAT TO`IRP d Hillt' KYOYIM STRAP% IY!•f]?FASSIA44 V m� IRaV16uIG rlm1LUA J Cf1ME1DWSRE w`wAT N' 6G 6' L YI• DT >a !-W 11AW AT LL' — D STTEf NAI.f "T PEACTRATE sv T F11A10a iDEs1V srAm r RDI Y STANDARD OVERHANG DETAIL IYTAa'J U a ss l9 w ■ CHIMNEY PENETRATIDN DETAIL a n m 11 NRE =TA IdID tE.00tDa:O! PLTVt Goss fs CALH SOLE. FASTTNID VRN I VM6 W Y STARES 11 EAO1 ATE STAFfERiD O ■ BI—LEVEL ENTRY WALL u 1 DETAIL 'V it roam s m a S/Z 03 ax tmwo u u PCACX STOOP bdbd T tp�� IY 1Am.ID1 OR - QJ` 61�Fr m 1Almlw 11 SECOND FLOHATING LINE f4, no-sm w 111a➢E9 - nE'rAa'D' r E7 z IT SPLIT LEVEL OFFSET DETAIL 'N' sl u nmm TYP. GABEL END OVERHANG PAR".>m J DETAIL 'M' TO RmEc MUST .+LISTS mro 16VCF11 - rtR 3DITS ��1'` Tat HYI!OI BI—LEVEL ENTRY WALL aT x.ru AIR F a+ TYPICAL SECOND FLOOR —XO�#l�S, INC. DETAIL 'K' IETAa r lAIF)war rr war. VE11fEp TYPICAL SECTIONS do DETAILS - IRC TYPICAL FLOOR FRAMING TYP VENTiLATIDN DETAIL anMTU AEw ■vc ro BSL/DRP TB JAN 03 A35 9ACE aC5F1tVm iDl M NEV TpRI( $TAM STAID W APPpUJAL' NOTEi FOR ADDITIONAL FASTENING REQUIREMENTS REFER TO FOR UPPER RAFTER TO RIDGE CONNECTION AND UPPER RAFTER SECTIONS 28 AND 29 OF APEX CALCULATIONS MANUAL TO INTERMEDIATE BEAM CONNECTION AND LOVER RAFTER TO INTERMEDIATE BEAM CONNECTION ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT 5/12 R 16' D.C. (4) 16d SINKERS PER RAFTER SPACE 5/12 1 24' O.C. (5) 16d SINKERS PER RAFTER SPACE 7/12 1 16' D.C. (4) 16d SINKERS PER RAFTER SPACE '. 7/12 1 24' D.C. (5) 16d SINKERS PER RAFTER SPACE 9/12 1 16' O.C. (4) 16d SINKERS PER RAFTER SPACE 9/12 R 24D.C. (6) 16d SINKERS PER RAFTER SPACE - 12/12 R 16' O.L. (4) 16d SINKERS PER RAFTER SPACE 12/12 1 24' D.C. (5) 16d SINKERS PER RAFTER SPACE FOR INTERMEDIATE BEAM CONNECTION FROM 2x6 TO 2x4 AND 2x6 TO 2x2 FOR GUSSET TO RAFTER HINGE BOLT ROOF PITCH RAFTER SPACING NAIL. SIZE L AMOUNT ROOF PITCH RAFTER SPACING BOLT SIZE 5/12 ! 16' O.C. (3) 16d SINKERS PER RAFTER SPACE 5,7,9,12/12 t 16' L 24. O.C. 1/2' DIA. BOLT V/7D END DISTANCE (3.5') 5/12 ! 24'_O t, (4) 36d SINKERS PER RAFTER SPACE PLYVOUu OUSSET'PLA(!> FO bE 1/2' LXPUSURL k,YPILAL) _- - - E - - -- - 7/12 ! 16. O.C. (3) 16d SINKERS PER RAFTER SPACE 1/2' DIA BOLT TO HAVE A MIN, Fyb OF 45,000 PSI 7/12 t 24' O.C. (4) 16d SINKERS PER RAFTER SPACE - 9/12 ! 16' D.C. (3) 16d SINKERS PER RAFTER SPACE 9/12 t 24' O.C. (5) 16d SINKERS PER RAFTER SPACE 12/12 1 16' O.C. (3) 16d SINKERS PER RAFTER SPACE 12/12 8 24. O.L. (4) 16d SINKERS PER RAFTER SPACE FOR STUD TO TOP AND BTK PLATE CONNECTIONW/STUDS R 16' OC AND 9'-D' WALL HEIGHT I WIND ZONE t OF 10d NAILS THROUGH DR t OF 10d NAILS TOED (1) TOP PLATE TO STUD FR13H STUD TO T13P AND THROUGH HIM, PLATE PLATE AND FROM STUD GUSSET PLATE TO RAFTER CONNECTION (DN-SITE) I TO STUD. TO BTK PLATE 7/L1��'3 ALL ROOF PITCHES - (6) 6d GAL V. NAILS EACH I 18 PSF 2 2 � OF•sry SIDE - STAGGERED. i 24 PSF 2 3 LL 32 PSF 2 3 aaOTHER LOADING MAY REQUIRE ADDITIONAL FASTENING y aaaMINIMUM PENETRATION INTO STUDS, 1 1/2' r GUSSET PLATE TO CEILING JOIST CONNECTION (EACH SIDE) FOR STUD TO TDP AND BTK PLATE CONNECTION V/STUDS ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT 1 16' O.C. AND 8'-0' WALL HEIGHT " 5/12 R 16' D.C. (11) 8d NAILS PER SIDE OF CLG JST WIND ZONE t OF 10d NAILS THROUGH OR N OF 10d NAILS TOED (1) TOP PLATE TO STUD FROM STUD TO TOP 5/12 R 24' O.C, (16) 8d NAILS PER SIDE OF CLG JST AND THROUGH BTM. PLATE PLATE AND FROM STUD TO STUD. TO BTK PLATE 7/12 1 16' D.C. (8) Bd NAILS PER SIDE OF CLG JST - 18 PSF 1 2 7/12 ! 24' O.C. (12) Bd NAILS PER SIDE OF CLG JST 9/12 R 16. O.C. (8) Bd NAILS PER SIDE OF CLG JST 32 PSF 2 3 - 9/12 1 24' O.L (12) Bd NAILSPERSIDE OF CLG JST ea OTHER LOADING MAY REQUIRE ADDITIONAL FASTENING 12/12 R 16' O.C. (6) 8d NAILS PER SIDE OF CLG JST aae MINIMUM PENETRATION INTO STUDS 1 1/2' 12/12 1 24' O.C. (9) Bd NAILS PER SIDE OF CLG JST /maarsciar HOA/B , A'C. us m..r tins twa VJK •i I rm Pu tn- m TYP. 16' WIDE UNIT FASTENING — IRC ., a,tbA36 DRP Ing 'B JAN 03 - • - ?AQ KIDIW M M aY YMt ITAn nww W Ar &-1 DETAIL REFERENCE NOTES cxaNN a rxv I n"n 1. ALUMINUM RIDGE VENT (OR GABLE END VENTS) 20. 2350 ASPHAULT OF FIBERGLASS (CLASS C) SHINGLES t-1^+ 2. R-19 INSULATION V/ VAPOR HARRIER TOWARDS OVER 015 FELT tNSI�� CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. 21. SN 7/16' USE, EXPOSURE 01, SPAN RATING 24/16 eta m"i eI u BY MANIK. (SEE DWG 30, pDDT'L STATE MAY HE USED ONLY WITH SUPPORTING ROOF M REQUIREMENTS SEE CALCULATIONS MANUAL STRUCTURE B 16' QC. - - Mw 3. SAME AS NOTE 02 V/ UNHEATED BSMNT ONLY 22. APPROVED METAL JOIST HANGERS OR LEDGER v rummw - 4. 3 12' DIA PIPE COLUMNS (ON-SITE) SEE 23. DOUBLE HAND JOIST SPF02 TO MATCH SIZE 13F row FOUNDATION DETAILS LEDGER JOIST _ vrx)o > 5. 5/8'X4' LAG BOLTS (4 EA. COLUMN) (ON-SITE 24. 2X4 SPF02 B 16' O.C. (OPT) SEE NOTE 40 uix r uwin BY BUILDER) 25. 4 MEMBER CENTER FLR GIRDER V/SPLICES STAGGERED S. 5/8' BOLTS V/WASHERS AT 48' O.C. (SITE AND LOCATED AT 8' INCREMENTS IN COORDINATION N•a �• v n WPI "AF fv QE INSTALLED) V/COL. OR PIER SPACING mfmo ftt NST 7. 2X2 CONTINUOUS LEDGER (NY-2X2 M.L. LEDGER 26. A 1' AIR SPACE FOR VENTILATION IS REO.D VIA AN �n"a san mobs OR JOIST HANGERS) INSULATION RETAINER INSTALLED BETWEEN TRUSSES B. FLR JSTS. 8 16' O.C.-2X8 SPF02 FOR 24 VIDE (EVERY OTER TRUSS) MODELS 2XID SPF02 FOR 27 VIDE MODELS 27. 2 DR 4 MEMBER SECOND FLR GIRDER W/SPLICES STANDARD OVERHANG DETAIL 9. DOUBLE BAND JOISTS (SPF02 TO MATCH SIZE 4' O.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE Ma.� TYPICAL IND FLOOR OF FLOUR JOISTS V/ SPLICES STAGGERED 4'-D' MIN.) 28. 4-2X12 CLG GIRDERS V/SPLICES STAGGERED 4' O.C. i0 eu¢ 10. 4 MEMBER CENTER FLR GIRDER V/SPLICES EXCEPT AS RESTRICTED BY SPAN SCHEDULE vort aTw�. STAGGERED AND AND LOCATED AT W INCREMENTS 29. 5/8' BOLTS f 8' O.C. (ON-SITE) 1N CO-ORDINATION W/CDL. OR PIER SPACING 30. 2X6 SPF02 CLG JOISTS AT 16' DLC 4-2%B SYP02 FOR 24 VIDE MODELS 4-2X)0 SYP02 31..DHL. 2X12 SPF02 BAND J01STS V/SPLICES STAGGERED °gym FOR 27 VIDE MODELS 4' MIN. 11. 19/32 APA RATED STURD-I-FLOOR, 16' O.C. E%CP.-1 32 CRAWL SPACE FOUNDATION WALL (ON-SITE BY 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH BUILDER) SEE FOUNDATION DETAIL mn r u 13. R-13 INSULATION W/VAPOR BARRIER TOWARDS 33. BASEMENT FOUNDATION WALL (ON-SITE BY BUILDER) CONDITIONED SPACE (OPT.) SEE NOTE 42 SEE NOTE 32 (SEE DVG 10, ADD'L. STATE REQUIREMENTS) 34. 16'X16CRAWL SPACE FOUNDATION PIER (ON-SITE �wm 14. EXT. SHEATHING BY BUILDER) SEE FOUNDATION DETAIL (A> USE (NA. RATED SHEATHING) (STD) 35. 2 PC. HEADER (SEE APPROPRIATE R13OF GIRDER (B) 5/8' PLYWOOD T-111 (C) 1/2' MAX (OPT) SCHEDULE FOR SIZE) (D) 3/4' GYPSUM (OPT) 3A..2 PCS. 1/2' PC DR STRUCTWOUO FILLER TYPICAL FLOOR FRAMING (E> R-MAX(OPT) 37. DOUBLE 1/2'X1 1/2' COMPRESSION STRIP - TYP. VFNTTI ATION DETAIL 15. EXT. SIDING 338.9. WEDGE BLOCKI ST ( A)4X4 VINYL (STD) UD AT 16. O.C. MARRIGE WALL (B) 5/8' T-111 CDPT) (STD) 2X3 SPF02 AT 16' RC. OR 2X4 SPF STUD MOM 16. R-30 INSULATION V/VAPDR BARRIER TOWARDS AT 24' UC. (OPT> (SEE CALC. MANUAL) DHL. TOP GOND. SPACE (SEE ADD'L STATE REQUIREMENTS) PLATES (STD) REWD IF TRUSSES DO NOT ALLIGN 17. 1/2'X1 1/2' WOOD COMPRESSION STRIP OVER ALL W/STUDS SECOND FLOOR OVERHANG INTERIOR WALLS 40. 2X6 SPP STUD GRADE 16' O.C. (STD) (24' O.C. OPT) 18. PREFABRICATED WOOD TRUSS B 24' [LC, (STD) (SEE 41. EAVES FLASHING STRIP OF MINERAL SURFACED DWG I FOR ADD'L SPACING/LDADS ROLL ROOF TO EXTEND TO A POINT OF 12' MIN. 19. 2X4 SPF02 STUD B 16. O.C. (OPT) (2X4 SPF02 INSIDE THE INTERIOR WALL LINE ' ) REQ.D PER ROOF/VIND LOADS, SEE CALL. MANUAL) 42. 1 I/2'xl6'x26 GA, GALVINIZED STEEL STRAPS rtwmc PBL TOP PLATES (STD) REQ.D IF TRUSSES DO NOT PLACED AT 48' O.C. ALLIGN W/STUDS SEE NOTE 40 trrm (021>00 REFERENCES, SECTION R803.2.2 TABLE 5032.1 (1) RESIDENTIAL CODE OF NEW YORK STATE ° EVA E30-98; APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE 024 suMMT m aw vrtx IrM td smut ntov [Aw sTeer ��j O� F4 rM nMLLS It iW W t,m nog nor sa w vs lot 1ttT1 m-mvx•A/I'aR iG OF / 1 V!'101'IIt G �P rusnv tnm � wv,srm mea T r Nx �mrnnrzl� sr�Vv�s�rnav AT w oc Nva a rvwl¢ Ar w ru: �r u nano � ROOF/2ND FLOOR INTERSECTION DETAIL �s� rta�srw N P TWO STORY FIRST FLUOR TWO STORY 2ND FLR OVERHANG CLG ANCHORAGE TO ERG. WALL 2N➢ FLR TO IST FLR CONNECTION n®nM v naa ue Mc wan ns ru mmui � 161�1 CHIMNEY PENETRATION DETAIL om4aa T�mu run. hY 4 nmL u m iwr V. u all AT tstw 1 Vt'JpA'1¢t u ATW=K 4LV.nm[1w W lOTE (N]I 6t T �Y W nML6 ut mm wN irm i i i [/81 nPM �N F nAnu fKN FNM _ milr 1L/PINY ROOF ANCHORAGE TO MATING WALL OPT. TRUSS TO WALL ANCHORAGE TRUSS TO WALL ANCHORAGE STD. EXT. WALL TO FLR ANCHOR - BOXJS'S, INC. r otn rM xTZ vr����r,r pnl Ari SECOND FLOOR MATING LINE TYPICAL SECTIONS & DETAILS - IRC DElA6 9 M DRP uTV 18 JAN o �, Wt w A36.1 •aA¢RESD1Vm!10 M IEY TDtK SLAT[ STW 6 APPRRVK• . mb' 11rtu u'b• - G6wwsw¢ OYOA�fI OQ LVl �6Ti 'I FOCI m! m➢fi®0 Lw y T Y-r tMu u•ti• Tn YY-J/Y OIti•/Y-T VOD 06.b[Of w arr•/Y-Y VOO LGt d af! 1e/1e aMo!v vmo>�.m vr! WCOi titT P GO P TOCVDANf - _. IP�IIDd IP Ed V/LLL - LI!-)AL Of-I/Y-Y VLD d ilT! f/1!C�00 Y�Vta d Vi! fIY Ot'�/Y-Y VOD GCC{YNt TYPICAL EI IN. ERAMIN• nFTAII C l�iYu Am aYrvwo m m! FOR 1st FLOOR OF A TWO STORY Trmx f amu VO C)O(11 O'-Y VOD YL d!If! f/1[OC-Y/Y-f VOD ML GCA A! INt OC®1!y VOD AL M fK! OA[OCy/YY VOD R GCO OF! 141111 P Y> MW�•a :;�PSOF TYRK mn uem IP TYPICAI CEII ING FRAMING DETAD S T1TRK JO:f A00 RlIPO!vAu Su•rPT FOR 5/1 THR I 12/IP RAFTER SYCT M RnmP vALL ar>Pr AT Rwo!vAui r y m pP¢n�ml Trmu 12'-0' TO 13'-9' VIDE lmffllVL ... . . E�1 6T0 Y - M11Dt 04Q IOl Y _ CY 1'W[1P COQ.3111) _. _ _. 11Pf AA>TA Y nm Romi>a vrvr mr.iTm A ` - exc vAu •To UNDER 12'-0' VIDE mnE leu•¢ - P�rtm�iwalt runrnor J MA XOMUS, MO.- -- -- -- -- -- -- -- -- -- - aose>lsRrt PA r>urr RID1 0 TVR>,,P>RRT TYPICAL FRAMING DETAILS — IRC m A1TU !v. we 10 TYPICAI FI OOR FRAMING DETAIL BSL/DRP IB JAN 03 A38 DBL 2.6.14 SK 43 7/16 OS3 2.6.14 SK 43 DBL 2x4.11 SK 43 7/16 OSD 2.1.11 SK43 at ATmvo ru TK Ixv)�nArz erNP MPIOVIL• TOP PLATES F-I RESSIDI STRIP TO' PLATE TOP PLATES CDg RESSIO4 STRIP T� PLATE 43 lisu in d EIfftg y`ig is Is Y •�"R �N �GY ty R ^`�Z 2 I e,g C:3 NY~I NN NNN 7/16 OSB 7/16 OSB 7/16 OSB EXTERIOR WALL C%TE W WALL EXTERIOR WKL I/2• DRYWALL SHEATHING SXE,ATHM SIIEATIANG INTERIOR SIDE 2%6x14 SK 43 1-2%1x913 T F 42 2X6X14 SPP B3-J2-2X4%93 SPF L2 2-2%1X913 SK 42 �-2%1X11 SK 43 2.4.14 SPF43 Ok 2-111X93 SK 42 PLATE FLAT ALL TIE V/ KATE FLAT WALL TIC V/ FLAT WALL TME V/ PLATE1 LAGS /-LAGS 2x6%)1 SK43 RAT WALL TIE DOTTOM KATE V/ 1 LAGS APEX SERIES APEX SERIES APEX SERIES APEX SERIES SIDEWALL FRAMING ENDWALL FRAMING MARRIAGE WALL FRAMING INTERIOR WALL FRAMING 2X9 STD CLS MEAN tLG DENL SIZED PER SPAN SIZE - NDR SIZED PER SPAN SIZE II R 11 11 u n 111 SPF02 JA STUDS t 1 -(TTP)-! )_1X6 SK ED JAM STUDS D:CAll —:L ATCD 1ll. Df::F SRE > - > - �. . > I MP) no BY SPAN i -sZE u n F I I 1 SNGL 1 M- u 0 1VINDOWI i MILLED OR COMBO YX4 SK 42 JKX STUDS N II 1-67TP)-1 I I 1 1 -16 DICTATED BY SPAN SIZE II e1 Be TE 11 11 OPNG i WINDOWS 1 SNPNG SUPPORTS11 1 I II 4W DG—II I I t YT4P)1 1 YYL SPF 4Y BIOI'TOI SILL STYPT" HEADERED ARCHWAY 11 DOOR u u WING CLEAR SPAN OPENING APEX SERIES MARRIAGE )aTE, ALL FRAMING MEMBERS NOT APEX SERIES SIDEWALL NOTES ALL FRAMING MEMBERS NOT WALL FRAMED OPENINGS MEIED ARE AS LISTED ABOVE FRAMED OPENINGS NOTED ARE As LISTED ABOVE APEX SERIES STRAPPING DETAILS ten" n 66 . �A�AE��� y k Z "•d tt o f 4-M 4A nM�n OF•q.lry•S�p� < x l •§ STD EXT. VNL TO fLR AKHDR TWO STORY FIRST FLOOR O� �17e- y E.G. NICNORAGE 70 MG. WALL ` T• y 'YI b7 NJ y rN� �{YY NNN �L NNN M"nNII I ITOiy N e.1W nw WW T CI n. M�tKSALY' APEX SERIES ENDWALL APEX SERIES INTERIOR aP1 FRAMED OPENINGS WALL FRAMED OPENINGS rPT. TRUSS TO WALL ANcwAGE TRUSS TO WALL ANCHORAGE ROOF ANOURAGE TO MATING WALL APEX SERIES INT TO INT APEX SERIES INT TO BEARING APEX SERIES ENDWALL TOP PLATE OVERLAPS WALL CONNECTION DETAILS WALL CONNECTION DETAILS Nm4aA T44B.NTT EXTERIOR CORNER WALL _ I MrWAl1 _TOP PiATr FTQ TIE IW -_ CONNECTION DETAIL 3 x 6 METAL —GANG NAIL PRPL3 FTP PLATES TDP PLATE INT TO INT - WALL CONNECTION DETAIL TOP PLATE INT TO BEARING 0WALL CONNECTION DETAIL GANG NAIL PRPL3 3 W 160 NAILSJ= Al�� A a❑ / rell x G N INT WALL TO INT WALL I6Ei v/vALL IL4'S BOAINC. CONNECTION DETAIL INTWALL TO BEARING CONNECTION DETAIL WALL © 1p ns m ERIK —'-1. 031%rA nine ENDWALL TOP PLATE TO TDP PLATE fmJ ATF-xx3B PIx I3F-aro EXT WALL CONNECTION DETAIL WALL SYSTEMS - IRC FLOOR PLAN VIEW ENDWALL A- 2-n4xw SK 4R m an AEN 3W6' FLOOR PLAN VIEW MT WALL TIE FLOOR PLAN VIEW I BSL/DRP IB JAN 03 A39 APEX SERIES WALL FASTENING SCHEDULE a�m w oll,.,<R.I.w, w FASTENERS ADHESIVES FRAMING NAILS SN607 2500/BX EXT WALLS TO FLOOR ACCUCRYL 700 TUBE SHEATHING TO STUD N 21 BAB IOM/CRTN EXT WALLS TO EXT WALLS ACCUCRYL 700 TUBE DRYWALL NAILS 138 AT BAN 50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 840 BLOCKING STAPLES P15BAB 10000/BX DRYWALL TO STUD (INT) MUR 8225-BH LAG BOLTS 5164HLP 1000/CRTN DRYWALL TO STUD (EXT) DOW VERAMER 350 LB STRAPPING STAPLES P15BAB . 10000/BX TYPICAL APEX SERIES BLOCKING DETAILS NOTE- ALL BLOCKING IS 3/4 X 1 WRAPPING STICKS UNLESS OTHERWISE NOTED CL OF VANITY ti UY W u y U ❑ W2 WO XW NJ J < 0V ^y U �Z K Z W H Nm J4' ❑ ^R' ❑ ^j q la- W J W O W J L� X Y A p• S Q y N J Y < F � F r Y I YJ A Y� u a o ox '"❑ 2 N � Ply F y u X x OF W A ❑ NS W ELECTRICAL BLOCKING WASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING. R v` ' N ji]fpII� r m yyII APEX SERIES PROTECTIVE STEEL PLATES NJN p�p N i]tJ>FA 11�D BMm -_4R1C178'-20GA.-PRIITECTIVE -- n STEEL PLATES REDD STEEL PLATES REGO - ❑Ja WHERE PIPES PENETRATE WHERE VIRES PENETRATE PLATES _ STUDS OR PLATES AND ARE WITHIN 1 1/2' OF y� EITHER EDGE a aW u STD SHOVER BLOCKING KITCHEN BLOCKING HOd(tf'S, I C. MDI IR FH/.YJ1•B(JIIMX:H I'!Nf - (i B0)IIB-1III lII III-BIM PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS WALL SYSTEMS - IRC F am uvBw w BSL/DRP 1 18 JAN 03 A40 ONE HOUR FIRE ONE HOUR FIRE TWO-ONE HOUR FIRE TWO-ONE HOUR FIRE pAtE asuvm M ., YEA( STATE tTAM W APPtOVK• SEPARATION WALL SEPARATION WALL SEPARATION WALL SEPARATION WALL DESIGN NUMBER - U340 DESIGN NUMBER - U341 DESIGN NUMBER - (2) VP3510 DESIGN NUMBER - (2) WP8105 STC RATING - 48 STC RATING - 46 STC RATING - (2) 35 STC RATING - (2) 35 SHOWN V/ VERTICAL OFFSET SHOWN V/ VERTICAL OFFSET SHOWN V/ VERTICAL OFFSET tD� slGilmlG �IDE mn cm sluTwxG suns _ yr 1Y 4lTu O�aEITr01G yr 10 cnJO m aCwiwAG r r cYrat wEnwucovEluwi w4EwneVAc t+i m rAcu aii Sw rAstu smac saRr. tzi sw rAscu T1Axtts T Xs m R omr KUm\M imr K(ImAt1 SfOm omr ALllm\M UI RAfTCpf R MKTMTA11iD IT MILIQi - a MTALLD tY lU6Yl1\ fR 21ID STptY mG (Irr> yr mT.m Vr GR,n 6FE 1Of[9 Vr 419.m t0 vrr to SAt• n yr in.n 2t4 tTTAS AT H'aG 11A[ W G1T. lD.tSm adP/) KTMATR m DT.TIDES PAm m VMYL rACm 2%i V®nATm tEVEILD S[NMRE. TAPERCD. u tats E11az xAnEn m u STW r Dc vi a yr Trr[x cn.n morr mp was yr TYrE x iYr.n .4-AM L009Y s1w\c% ii a�wst.1wmTYKxo.to aL ID TO tuiwEMs T' a m ImSiM' KT.K rn c 1m uv. SGEvs VAu n AR Imt u AIm IEAMDG rums AND IEAi06 runs MT.\MAnEt m snma AT r=Vi u 1)Ar inc T W01 - Krocviw _ Nm taMnc HATES r nc 7 ML VXS was vm*s mlrr TWN 4r GrP.cn _ _ _ ra1EM t..6T IaAOi m a naTAum ro0uwrKsr vi rr mar.EfWT3 W= 1)rr z.yostr S1vAa r _ „1)rr 1..wgTs awry r 17M L tra aMN(L V4•/ICAoc J®lIf LOVCAm vi THE a Aim yr 1 ICAO nAGGEIIp tRNfi AV= vex ItAR OmKORCm wa KAOC Cavpem KT.16 i OUfiE Im VA'M SIDE STArimlm�Ift N•aL. V/tm0 mTnAm aV aavc.T )rr v M aG11OLfD vi tAK a 210 S10M' M RYA M MATwxG NA& DCD V/ M aG1Wa M aCA1wNG RLR r .1mtR UCtE LATER trr llST t t S1tP5 Q. VCYIr GYr. 1a JaIiTS VrtlrCT.n lYK 'M' GYPIM A AIRQnRrDG fAES1Qf➢G TTT \TEIIR LLES AT m L�p<3 AT KL[tIID1G ' \Rml LDFS "STSG "STS I mS t y uT LTurc ¢a ctrn n uru yr taut um yr snnE um yr R yr c». irrE x cnm TTrc•r wm mE x crr.tn ve•mr.to w s At yr GYP.to TYP Trr vTW - r in, n Irr in.to tl 1 yr r-urx¢wss BATT C a6LUTTOI ( LL LLKtp'TGTIIN NAMpNG) nK TO rm yr Gw.0 yr W.m to Imlrz Auw asE wmt At12io rm wltc ApJL) TO a ST� aEATIm1G 0nt Sant urs GYrwo m MMWAQ/I whu A—— --A a yr rTaoAS tAn z yr rttua.Kt un t Vt'rltmnrat mn 06LLATId K aor rtat talAATO!K ats M T1oeVA rurwwrrt olAr nutty rasuluu¢oa.r IA6ElAT1W K ant ru M slunmc M.a[Atww Tlauul ramvlwrt oir to slur M CTY" o 40 M aEATlmr M stuTwxc r AR rAEE r AY trAft 1•AIR SrAtI �* PA(LTp0tTlppT ✓k • vsmtE MA vuEa VA11 ^ ufA1EKA E .lI a _ , • TYPE x 4rratl TYPE 7' Gmltl go .. rTnitwz arrTCAu • SECTIDN A-A __ .._ _ _... —._ __ __._ _.. ._ I �•._.. uvAc K�tlKT vKE INt60Y L.mENf vAll �sAar lA�T vKl I,,�./}��0�086�`•�_•\`y,,,�� m SA1rC K AaWC �+/�' \- � = MAY �� � GYPSUM WALLBOARD USED WITH WALL DESIGN NUMBER U340 �-.,rp .Y CANADIAN GYP. CO. - TYPES C, AOA rs INC CELOTEX CORP. - TYPE FRP >A m a+ti a®aErra+c. r2µ DOMTAR GYPSUM INC. - TYPE 5 - (n.}y2_ttat at�S-.r2i UNITED STATES GYP. CO. - TYPE C, IP-X2 FIRE SEPARATION DETAIL - IRC m sAm � t w BSL/DRP 1H JAN 03 A4 'SPACE RESERVED FORM TEV YORK STATE STNP W IPPROVAL• rLOH1G 112' GTI. It, LINING CLEARANCE FROM TNI DF tDCFRAMING MENDERS lI CLBY OSED OFF IN F I'MDI - TUB SHOWN FIRESTONPING RECD AROUND ROOt FOR TYPICAL PENETRATIONS OF DW L SUPPLY `�FIRESTOPPING LINED IST FLA MESTOPPM IS DETAIL DUCT ANTERIAL DN-SETC BY ILDER. 2ND STORY FLR 1 1 N AO RETURN TO RE 24 GA FIRESTOPPING IS BY MIX NOES INS,, 11 OPENING GKV. R-2/2B GA GAL-V. R-4 111 NI � EOIOINATION SUPPORT/ JEIst I Nn+-NETNltc oma FOESTOP MIR U. GA MµAF.CHALLENGER ELECT CO TO Pl-r W GALV. NETµ. INSTALLED INTERIMS TYPO, I032-C RETURN BELOW ON TOP OF 210 FLA mlt EQUAL) FINISH GYP IN FLOOR ONSITE TIDO TO )0X AND CALF %, V/ ION CONOIATLLE )Y BUILDER NOTES SUPPLY PPED Y•" SCALAR. PLACE BOXES IN TO RE SAWFIREHE•PED ALTERNATE STUD CAV uslw $AHE 11E'fH® RETURN AIR PLENUM 9�: SUPPORT/ 34 GA (SINGLE STORY MODEL) GK V. NErAL INSTALLED s* APPE ON TON of In FLR COAL TO RETURN TTP. POE FIRESTOPPIPLENUM InMV rLR FOERGLASS INSLUTISONSTTE INSTALLED) L GYPSUM PA"n DITVOID IS LY) REQS COPLY VITA KPA 1 HR, FIRE SEPARATION RETURN AIR PLENUM CONEAFS WNl SPACE SEPARATION WALL (TWO STORY MODEL) DESIGN - U344 SHOWN AS HWSE/GARAGE SEPARATION RID,pEATHp1 -\ RL6 TNSSEs H/Y U7P.ID Ir AM iERs FRESTTMDG FDR LARGER VMDS K NMN TO C PROVIDED ON-tIM P ram sD4RE urER 3/r riPF •CID, In,GM.IN. NOOTURE RESTS ANT SHEATHING TD BE 4'-B'X23/3r INTERIOR PLYWOOD SINGLE LATER µFLIED HOL ER VERT. WITH EXTERIOR GLUE AND TLG LONG EDGES L RAILED TO STUNS 3/r ED H 'c' GP. BG AND ■FARING Pt-AIET INSIKLED PERPENDuwx TO JOISTS WITH END APPLIED MICR T VERT. AT T• O.C. WITH " JOINTS CENTERED OVER MATS AND STAGGERED L NAILED 70 STUDS CEENTT-CO4TED RAILS MYVMD SECURED TO JOISTS WITH CONSTRUCTION AND REARING PUTES 2 3/r L 0.A13' SHAN( 0 ADHESIVE AND W RING SOW/: NAILS AT T OG WITH W 2 3/0'jr HEMS DIM SHANK - C LOG- U In GUNGE) CDOR-COATED W,D.S ALT STAPLES HAVING EQUAL OR GREATER VTTKIRAVL 1 T/r L WM5' SHANKl - AND LATERAL RESISTANCE STRENGTH MY BE L4.1 HEADS SD"ELAYEE�DY SIUSTIMHE CD FOR TLa ROI® SHAW (NILS 20 STORY FLR YTYP)SWAI 2➢L STUDS AT 24' HOU. OR VERT. L wo' ION ELECT TEAT \ NAILED TO SKIS 3 SHB' FACED FOERGLASS )ATT SECURED TO SIDES 2X0 ER DBL Ni STUDS AND OtDL PLATES S 0 K MST$ WITH STAPLES SPACED AT 12• ➢C. HAS. oo FOR EIEC TEAT AT IT DC. WITH ed CN REEL FOR IN PORI PREFORIANLE ONLY , io 3 V2• F110GLASI BATT CEIENT-COATED STL IID an s¢ DWG m FOR amawTDR REanRENCNTt ♦ ` 1��, NMILT ALONG INTER1rR STUDS (�' v3 I.. THERALP T RECD EER L L' O.- AT KRMTER 2%]D FLOOR JOISTS AT 24`➢G = AEJSWIT PAD' THERMAL PRETTIUNICE OLT OF PANELS 2X10 SOLID BLOCKING US CELL .GIST$ AT 24' =RAIL - � � - „,� 43 iLR tHEATWNG IN FIRE SEPARATION WALL LASTIC INSU-ATIDN ON ER 2X6 SRI➢ ILOIXING lowb 3/rX4v GYPSUM WALLRARD YSa TYPES BETON �. GARARE FLOER APPLIED V/ LOG GIM PERPEND TO MSTS :r v usED a_�1LlIJR_ �I D/( I �_-ASSEMBLY Isr srvn nc mn n Fw COSH WW.NAIL: _ 'or 4 442 r - -- _-- DESIGN NUMBER - L539 - I T/r L Gals' SHANK L 1/4' DIAMETER NERD op Rp�w *C5♦♦♦ ALT. Ha L Duro HEAD DRYWALL SCREVI 1 T/r L STC RATING - 46 WALLBOARD WITH JOINT�.®rt CO RE OMNI .�Tsa¢NroAaD -41# �F rjtr� s GYPSUM WALLBOARD USED WITH WALL DESIGN NUMBER 0344 CANADIAN GYP"M LrD - TYPE C SEX, SHX, VRX GYPSUM VALLBD USED W/ FLR/CLG ASSEMBLY NO. L539 CE]JIMX CORP,- TYPE L Sr3, A, 1, C.FRP CANADIAN GYPSW CLL - TYPE C DODAR CONSTRUCTION )NTERNLS - TYPE C CELJOIX CON.- TYPE FRP CANADIAN GYPSUM CU - TYPE C /r/E DORM GYPSUM NEItICA, Iw. - TYPE S DDWAR GYPSUM, DNC - TYPE S CEU31U CORP. - TYPE FRP i/-`J+/�(�y/(/\/,, KVXYBHLI DORM INDUSTRES. INC. - TYPE C UNITED STATES GYPSUH CC - TYPE C. P-X2 DONTAR OPUK INC. - TYPE 3 Yole x GCOIGW PACIFIC CORP. 6TPSUH DIV. -TYPE GPFSL. GPFS3 UNITED STATES GYPSUM Ca - TYPE C. IP-X2 of GRD ION X.D. PRODUCTS - TYPE FSK- , FSX-G, FSV-L, FSW-G, FSK. Fri IIF W AW ERS,Y. LOL4RN03K PA IFW UNITED STATES GYPSUN OD - TYPE C, ICX, SHDL WU, VR-C, IP-X2 _ TLPA)- -JSSR PA2 MY-DIAL FIRE SEPARATION DETAIL - IRC Ir IN1D WG 10 BSL/DRP 1D JAN 03 A42 KPACE RIS XII D PTR TIE NEW VOW STATE STAMP OR AITNOVAL' 2AL OR we GAIRA6E FIFE SEPARATION IETAII Y' Flint JOISTS DLL. LATER D/r TYPE 'S' W. DISTN.LED OFSITE LY LIALDER m � MSPm TT yr IM T W APPROC CLG WEICNTI S KF I GYP.IN OEXING PIKE TEST'FN FC 172. 2-2 7? i - L W.�.AIPIXfOL IS y¢Y'y11m CONSTRUCTION TYPE, V®J M, GYPSUM WALLBOARD I LL IDM - LASE LAYER S/r TYPE 'IP GYPSUM VALL11MR11 APPLIm II AT RIGHT ANGLES TO WOOD STUDS 24' DG VITAL 1 1/1' , TYPE 'S' DRYWALL SCREWS 24' OL , FACE LAYER VV TWE 'S' GYPnII VALUOWD OR VENEER LASE APPLIED AT ANM ANGLES TO MST$ TIRO" LASE �I LAYER WITH 1 7/r TYPE T DRYWALL SCREVD W OG AT ----'-------� JONIS AND WTERNERJAM JOISTS. FACE LAYER JOINTS OFFSET 24' FROM RASE LAYER JOINS, I V2' TYPE 'G' DRYWALL SCREWS PLACED V MCS W EITHER SIDE OF FACE LAYER END JODRTS, W OG I Y IOL PLYWOOD WRN EXMRIDR ELLE AP = AT RIGHT ANDES TO TO. OF JOSTS WITH W NVLS XEILDIG PROVIDES ME NOR RESIS- TARCE PROTECTION! FOR VOID FRAMING. M]fDYG S.®'1 [—EACH OLID BLOCKING LL LMR AsmRLr SIDE Yt PAR MI nm1�2 FIRESTOPPING REQUIRED AT TUB L SHOVER DRAIN PENETRATIONS INTO FIRE RATED FLR/CLG ASSEMBLY (FIRESTOPPING INSTALLED ON-SITE ` ^ 1 1 v e nom BY BUILDER V/ACCESS THRU IST FLOOR CLG.) / \ I N vamn NanAo � I j rc SRSL Atg1Rr i ROR VOR TO IS Vr MN r.>nLL AWC IACD M Rml I __________� A Ma 6 4A.DN LaLR6 OO RIO NFSD lr ' FROM LD1 LINE A VALLS SVPD[DIL ____________________ NRI MDT IE n)RD106 nYYG OR 9ry-1I1C9 D'p16TIVE IDYRA LA 1R Ma VN1S Y-Y Y-Y LL WM Sm�DO AS3➢�Y 1D ASSOO Y IRS PML M1 MIIDgRTRLE 1D�R2 PLmI RJa aTOOIf R LIIlM Ill FLQR IMSORY d fllE•11.9 SIOR - II ,�--DERD-LOfK➢E VNL 11 II VRRDVS MIDVO u LOL 4 i1EY LAVE vORMG ID:foll R A vA RATIAL MT54 b.IlID[ sm m IYFE T YA MI IOL WER W.W n1RL IDI D$IIG RII(i VIXT SHALL STD+R L WALLS SIRORI6 TENANT svwl N AMD NOT NO PD®I K -7 FRm PE CORD1DIt 1 LL MISM I ,� ,�•2�� �L �� SRPAGE MI UL UNH '4ZEMLYyQra• d(�`. FLIERTOIL Rl RIDY f6 P/Q MI ,� R R M1" �, ft b: .LLEIRT 401p ,p . 40 MEW - �TOMMf iQARA,m1 EWNElb THIRD I S. 1 1 MAY I L I I �AES YI11Ff LLRI Y.IGN MAY OO PLRR 1 1 1 I LA M W IODI L A GARAGE OF O AT MORE OTHER WALLS L VRMWT A S'-S' MOL HIM. FIRE TED ASN GARME L DWELLING 4 1t4 1 SIAM IE SEPARATED MITES. OTTER SPACES IN LUILOLG TE IRI HU MIX FIRE RATED ASSEMLLIES. I ICI I L PORTION Or ASSEMBLY SAMTEAMMWPPRWRI EROS. THE OWNER • SITE R11L00 LOGTIIIN� � LImD fAET01T' SS POr T 6 rHIALG NM ROMELY. JL/f�i�Y LL uRN S Yr TTPE •Y' MM GYPSUM PROTECTIVE ALL. ON CARATE IEARIAG WALLS AND PINE /� 5Y vy /YRPD57lIM 'SSMILY X PACE PROTECT DWELLDG /JOVE FIRE RATED WALL. EK M1E51�AIO T1NC l�PLJp/lL'L�['/ sa PW AD >a Pr¢AAt 5. MORS FROM A G4RAGE SHA" HOT OPEN O! A SLCEPDIG SPACE. IffoAfT ARI live. 1 EACH O'ENING NETWEEM CARAFE L OTHER SPACE SMALL LE PROTECTED WITH A S/M ILL IOfPWEl1L2 -------------- AND SELF "OSIRES. �L MY DK JDRKYSl N!Y S<m0[1Kp10, PA 1154 RDPt -_ JET?DICCRIDI ,�ITna ___________ L FIREPLNI COMLUSTIDI NR SINLL NOT LE OR WW FROM GARAGE NO IlEANOR SMMNl RB! GARAIE (M)M-1551 FI2 Mf-4M 7. p1 GARAGE PLASTIC INSOATDR SHALL LE PR97ECTED WITH V2' MOIGYPSOM AS A THERM& DARRII -------------- R VIROOWS IN O/M IR RATED WALLS ALLOWED ON AS LG AS THEY ARE WINDOWS WITH MENDS FIRE SEPARATION DETAILS - IRC HAVE A 2/4 MR RATING Fan ntW' RVc w BSL/DRP IS JAN 03 A43 4IY2- 7/16. O.S.3, SHEATHING 7/16. OS.B. SHEATHING A[raw m YIK NEW YOM"An nYw IF Arr AL- AREAED 3/4' POLYSTYRENE 3/4' PIlYSTYREIE IffFOAM BOA" FOAM BOARD(R-3.W 4v/v3. CHORD 2x1 HTM CHORD R-13 FL INSUL. VNB R-19 FL INSLA- V/VI INSUL. AREA FRAMED 1/2' GYP. BRD. 1/r GYP. HND. FRAMED AREAR-11 FL BATTS VINYL SIDING EA VINYL SIDING INS L ' 92,4 STUDS ! 16' QG 2x6 STUDS ! 16• O.C. R-38 ' INSL1.., A., O O NSUL. R 38 12 13 El L7 , I. 112' GYP. 8RA . _ W H h J -J'JuJ -' O O O ¢ 7/16' I.S.D. SHEATHING ¢ LJ U ¢3 7/16' O.S.B. SHEATHING l I/2' POLYSTYRENE FOAM BOARD(R-7.5) Z � 1 VINYL SIDING R-19 FL INSUL. V/VB p Ll Z R-19 FL DMSA V/VH I/r GYP. BRA H 2x8 CLG JSTS. W 1/2' GYP. BRA VINYL SIDING J 2xB CLG JSTS. 2><B LLG JSTS. R-11 FG BATT Q X 2,6 SNOS ! 16. O.G 2.6 STUDS ! 16' OC. In Q' INSUL, J LJ z ❑ Z 14 15 V30A L INSUL R-38 FL IMSLI. R-3B FL INSUL. O V/V.B. 1/r GYP. BRD. 1/21 GYP, BRA ^1/r GYP. HRA ( SJL THING I'-POLYSTYRENE lo:FOAM BOARD(R-5) R-21 F.G INSUL. V/VB lL 1/r GYP. BRA L) VINYL SIDING - INSULATION VALUES INSULATION VALUES 2x6 STUDS 1 16' 1O FOR ROOF / CEILING - VAULTED FOR 1ST FLR, TO 2ND FLR, EXT, PERIMETER *9KAIR 2x12 RAFTER ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS VACE 235B ASPH. SHNGLS. O OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE SFINGLS. 7/16' OSS. SHTGOSS. SHTG TI-11 NOTES3' FRAMING L RESIDENTIAL BUILDINGS REGULATED BY THIS PART SHALL BE DESIGNED IN ACCORDANCE-WITH THE THERMAL PERF(RMANCE VALUES LISTED 1N THE ECCC IF NYS. THE APPROPRIATE THERMAL PERFORMANCE REQUIREENTS SMALL BE DEPENDAIT ON TME HEATING SYSTEM TYPE THAT PROVIDES COMFORT CONDITIONING R-30 F.G. INSUL. TO THE MAJORITY IB" TIME CONDITIONED FLOM AEA INSUL. W/V,B, R-19 F.G INSUL 2. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF "SUNNING OR OPRESSED) TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR ETARDER LOCATED ON THE WINTER 1/2' GYP, BRD. WARM SIDE OF THE INSULATION W ACCORDANCE WITH THE ECCC OF NYS. . A 3. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LIES, BAND JOISTS, AND CORNERS. O 7 4. ALLOVAXE INFILTRATION RATES (Vhen tested H accordance Nth ASTM E 283). VINDOVS ( cin per square foot of ehdoe area) - D.3 Refo AA A/VDMA IOI1LS2 L ASTM D 4099, SLIDING DOORS (cfn per square foot of 8 of door arm) - 0.3. Sehoaq Doors (CFA per square foot of door area) -0.S. RegJrenents based on door assent y. S ALL JOINTS AND ONENMS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE MOUND WINDOWS AND DOOR FRANCS, BETWEEN WALLS AND ROUF/CEILINGS. BETWEEN VALLS AND FLOORS OR FOMDATIONS, BETWEEN WALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETWEEN DISSIMILAR MATERIALS SMALL BE CAULKED, VAULTED CEILING V/ ELECTRIC MEAT IS NOT AVAILABLE GASKLTED, VEATHERSTRIPPED, OR OTHERWISE SEALED, 6. M AIR INFILTRATION DARNER SHALL BE INSTALLED VHEREVER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE SIDING -FIT71NG APPLICATION. T EXCEED 20CFHATOT033L INCHESMALL �TION V TTEERRWUGEE. IF THE DAMPERE Twumthyium LOSSES ALONEDOES NOT THE MEETOLTMISDPOSITION NUT EQUI REQUIREMENT, ro ,O, 'P.ds�,*�, TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS SHALL BE USED. � • a e INSULATION VALUES E Al FIREPLACE UNITS SWILL BE PROVIDED WITH A SOURCE OF COMBUSTION AIR, DUCTED FROM THE OUTDOORS, ♦ G !"� ,� FOR FLOORS 6 SUFFIOIENT QUANTITY TO SLPP13RT COMBUSTION THIS SOURCE SHALL BE EQUIPPED WITH A DAMPER �♦ �+► PA LIDWYNON s/J� 0 CAPABLE OF BEING FULLY CLOSER = I`.0 AST •fiH . 9. NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED ea` /A VITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. st• dS 2.8 FLR. JSTS. 2xB FLR. JS7S. 10, TEMPURATIRE CONTROL EACH DWELLING UNIT SMALL BE PROVIDED WITH AT LEAST 1 THRMOSTAT CAPABLE NF '� ar, AUTOMATICALLY ADJUSTING SPACE TEIPIIRATUE. EACH THERMOSTAT SHALL HAVE A MINIMUM RANGE HE TOMP. a 19/32' T L G O.S.B. 19/32' T L G OSS SETTINGS FROM 45 DEGREES F TO 65 DEGREES F AND SHALL BE CAPABLE OF PROVIDING A DEADRAND OF NO UNDERLAYMENT UNDERLAYHENT LESS TIA1 5 DEGREES F BETWEEN FULL HEATING AND CORING _ _ _ --._.. •� -_-. -1L-ZD IN&-prACCESSIBLE MANUAL OR AUTOATICTEANS SHALL HE PROVIDE➢ TO RESTRICT OR SNIT e _. . _._ OFF THE HEATING AND/OR CORING TO EACH TERMINAL LBNIT. II 7Y•• 0�3�t1B6 12. INSULATION WITH A MINDUM THICKNESS OF NO LESS THAN V SHALL BE INSTALLED OK ART SUPPLY ��,�•�-••a!a(�®,�, AR DUCTS LOCATED OUTSIDE NF A CONDITIONED SPACE (A+�SMALLIL`. V� 11 BE SEALED WITH HE��SIVESS,SEALANTS GASKETS,DUCTS TAPEDSYSTEMS, 1SIDE R COMBIINNAITIONS THIONED ela. ,���111 �1 R-30 FL IMSLL R-19 F.G INSUL. 14. SUPPLY NO EXHAUST AIR INTAKES AND DUTLE7S SHALL BE EQUIPPED WITH TIGHT SHUT O7' DAMPERS W/VA (COMPRESSED) V/V.L AT THE BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE ARV gym 15. INSULATION WITH A MINIMUM THICKNESS OF 1 1/2' SHALL BE INSTALLED ON ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE IF A CONDITIONED SPACE SO 11 IL DMULATBIN WITH A MINIMUM THICKNESS OF NO LESS THIN 3/4' SWILL BE INSTALLED ON ANY SERVICE WATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER �-'T'pTAV 17. PLASTIC SKYLIGHTS REGULATED BY NYS. PMT 719, SHALL NOT EXCEED 2Do SC FT. W AREA L 5'-0' KIN "AfFs' INC. BETWEEN SKYLIGHTS INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED 1L DOORS L WINDOWS LESS THAN r-0' FROM A LDT-LINE OR IN EXTERIOR DR INTERIOR TENANT. STAIR, GARAGE so w m arAr,nMBRaBmH)A HAa FROM THE SYSTEM AND SUBMITTED TO LOCAL S ARATWN WAIS L IfRO-LOT LME WALLS ALSO SKYLIGHTS, LOUVERS, a ROLE VENTS LESS THAN TWO rM T FROM LIT{DHE R fm)xv r fir Ar-AA CODE ENFORCEMENT OFFICIAL IN CONNECTION PASSING THRU A FIRE RATED CEILING IN A STAIR DR GARAGE SHALL BE 3/4 W HIM FIE RATED L BE SELF CLOSING 1R HAVE A 3/4 NR. MIN. OPENING PROTECTIVE INSULATION- VALUES —IRC WITH BUILDING PERMIT APPLICATION SHALL BE 19. GLAZING IN DOORS, FIXED SIDE PANELS, TUB L SHOWER ENCLOSURES (INCLUDING DOOR, PANELS L VINDOVS) ACCOMPANIED BY A MECCheck REPORT INTERIOR PARTITIONS 18• GH LESS FROM FLOOR LEVEL SHALL BE SAFETY GLAZER n, MTL KN MRL RO (INCLUDING THE INSPECTION CHECKLIST) 20. SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION ,M ,( EL MAXIMUM GLAZING PERCENTAGE SHALL NOT EXCEED 15% OF THE TOTAL EXTERIOR WALL AREAL BSL 18 JAN 03 A44 r •vr¢,rmw ru n[ry ra,n�,c t,we a ririwr�• INSULATION SCHEDULE VINYL SIDING1/2' DRYWALL. ROOF/CEILING 1 1/2' POLYSTYRENE 2x6 STUDS Q 16' OC. U-0.038 FOAM BOARD R-30 INSUL 2x4 TRUSS 1/2' DRYWALL R-19 INSUL. w/ VB. W/ V.B. �\ 7/16' OSB. NOTE, - U-0.032 k FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. R-38 INSUL. 2x4 TRUSS 1/2' DRYVALL W/ V.B. �,. �\ INFILTRATION U-0.025 INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG. 21S ASHRAE R-30INSUL. /-2x0 RAFT.��1/2, DRYWALL Q's = 018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) W/ V.B. r / V - VOLUME U-0.039 (MY/ I \ TI-TO = 72° - 0' F = TEMPERATURE DIFFERENTIAL BASE 1 AIR CHANGE = WINDOW OR DOOR 1 WALL ROOF/CEILING .01Bx.72x1x.667 = .86 BTUH/SQ.FT. 1 1/2 AIR CHANGE = WINDOW OR DOOR 2 WALLS 7/16' OSH. 15q FELT 23511 SHINGLES .018x.72x1.5x.667 1.30 BTUH/SQ.FT - 2x12 RAFT. 2 AIR CHANCE WINDOW OR DCOR 3 WALLS U-0.035 R-30— 1/2' DRYVALL .018x.72x2x.667 = 1.73 BTUH/SQ.FT. INFILTRATION LOSS FOR DOORS AND WINDOWS SHALL NOT EXCEED THE FOLLOWING, WINDOWS, 0.5 CFM/LF OF OPERABLE SASH CRACK FLOOR SLIDING DOORS, 0.5 CFM/LF OF DOOR AREA SWINGING DOORS, .03 CFM/SF OF DOOR AREA 19/32' TLG OSB. MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA r HANDBOOK OF FUNDAMENTALS U-0.050 R-19 INSUL. CS FLR JOISTS . 19/32' TLG OSB. INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED .FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE U-0.040 R-19 INSUL r/VB. 2x8 FLR JOISTS ACCOMPANIED BY A MECcheck REPORT COMPRESSED (INCLUDING THE INSPECTION CHECKLIST) WALLS VINYL SIDING 1/2' DRYWALL SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION 2x4 STUD U-0,070 7/16. OSB. R-13 INSUL. w/ VB. - VINYL SIDING 1/2' DRYWALL �tilj 1/2' R-MAX DR2x4 STUD 3/4' STYROFOAM U-0.054 R-13 INSUL. w/ VB. 0, 40 7/16' OSB. ,,,� "40 ••• `Il, PAUL1/2' DRYWALL - : ,yam`� 5/8' PLY T1-112x4 STUD QC. --4 U-0.076 ��c yylL--R-13 INSUL. r/ VB. - � • •� .r DRYWALL w ' VINYL SIDING �� 2x6 STUD •'duw w• ••.16F,w" 7/16' OSS I� OF NE`N ♦, U-0.053 R-19 INSUL w•w/ VB, _ �S,IC,�'�1, kmy VINYL SIDING 1/2' DRYWALL 1/2' R-MAX OR 2x6 STUD �./lP�,.f• �nvxnnv 3/4' STYROFOAM U-0.043 7/16' OSB, R-19 INSUL. w/ VB. d�d�s INC., n•u, ur w m uru,amuoft fm)rt-uu i�r rw-uwr INSULATION VALUES —IRC BSL ]B JAN 03 A 4S T NOTESHV pAY j/�INLZi Y{M9ttf>M[ 'YaQ Ii6QYD NM 1(V YdC tfAm iTM>R Nr10lK• L ALL RLtltr 1¢T r Yr M m Z AV \Y6r/LLn wV 22/1X, r.-m / M1 Kr IaNf Imli Y/S4 NT Z 11GTp N mM.w a1C M,rpi Km LTMr-row AMMalTlrl1 Vr. Yr MC Q<10m) rTM 1122 Atl ilp/pt AIE U'M!T AM IerOA Am=v a IED(r Z VAaarl�ma M lml NO LpR VIQ a{'P Iw 1 K I TW 1 VrC•NOGZ rp TWv. 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OILY) G KAy milAYY E rm.1 W m Kn 1 K-rte•,r-aa, E E1RD1 Ar Ems r-{v rnl vAm I\tT ALT K Yolr m n..vAaam mews m c smAA�a m mb rat n KTEaKn TtIItAAM a mmy�ma m smm•vAmv N 1 K mwa vpr A ar sn%a awv¢rLav b m c)aw KAL lArz m M[saC.A(1t0 vGK LE.ATa 1 rlVa K la WASHER SUPPLY Z C pK MIL pY'nMILL IK(m E Km 1%)IITLf IIIA mC TRL 1'Rrp pT0®m MI Vpl wAY A 0pf7 fPC aMLL Z SWONM[Vtl1'Yy'Wra .y m2 AT EAd naa MCCM,ICT m p Wy KR v rE131C RIPaATw ft J 6 mt�Ifi N mrp rp(m Z Otmin V/RZ1 L rLlm vmK art IPL m AN Am MMW<D rL fO11Q L art E Ar IW ImI NI aP0.f !X ZIR rL N 1K SmC Y iN¢IC 0r.aMt m N W rout bAa As vn x1A nv vMa ranuc Imam r L'wf IOL rJ n maws O nlml Am MOLT A o,rlv AL,, ILTK vn va a w r y w sam .Py a m E Yam A mK AmAc Ata tlT mF mN U maw ar pP[InaY >+ r'A• ACT AMY rand Mma Km "�t'� aE IAE M!V App Ma[f{Lb vvp AT rat I Mm 6 Ma)wat rPi) Rl pLpJa L N ILAITf n.mrtt AAri{p n1ASAa runup➢rt E IrAE w.TSrLm tlAp art rrc L mnYla[ X�0 M>aj rT rp m rp yr c vr> N.Ao'�'I f mL as m E ATTA p w aE n aa. r m A Mtw TAT » / VAm ma Nwc r atnaO 1 ra ASR n 1•IAA A2 W _ _____ Y4•ML MEN mem i a vAoaN li>mms m r Lawn A 2K v r AW[ru ILVp lTL1ra r2--I ' _ V rxlM1r Av NIAAL IMRIO ac:aarlca vAmvr Mr-m - r 1LY TV'^9 VAlttt\r 1 ma sA -<_.- vA>.a arrLr a,A< .. . 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Y _ Lm Y rra yr A pl4 ALL prp{N ttA/al AfabLY Atl aT ilml art E �o -_- VrI-r' 1 u Y --Z�-_-- _ r rr N •\•\ 1 Vr u � e N Aa I➢ai RIW f1S112Ct art 0L6I Ya IE®IiK m2D0( - � ��� - N `- � W' rr un e✓'�IJ�• mY,p la rxw Y rmt mA2lpt aNNlEmI E nAa[MZ -e�1C�- w .::.: \ _„_ :L• .L r�'i _ .w'=ra/.r�.l..: ' A mn as!¢T YYia Mm2 TtIDA LAT nmll � ' ' I '- rA�Ar L n.dE TE T r Vp l rAc v IMT r,K1•Ke•xEm b Y - r LITT I ar-am,pt YAllta/p)Anm AmtAlpA MatTYI( .,M -.: '\ P. .� tparmn p1TaM{'-r MN Ipd 1 Vr K Li Y��r�•vl� \t K•I rP���' yr Y KaMp(K Wlr2 Klni AE AIWIApYa i m rer� � 1 K Y LL •\�\ 1 K Y Y -I N'1114�L ,� • •• , Li MEadr 10ai art Z IYJ®p IKTm'VIIX A r Vn1r m ur L (L7p' rmar sum tn�rmT rLtta na rAAo mP um "�- I In�ru�-CI I.r• �� ve�m'aL •\ rY-! __ `a :O1 ►MLTH181YlON ✓ aYMlon vSK Nr r mL.nv vMII¢mIv vAOv a w urn a r Lm _ •\ aseRm - _ _ ` �• T x ipCnaAa aKm1 Yw/mL mm WT nC are MK A K rs� ���'' Ircl-ter I s Nl�w..wt: •\ ����^ - - ^ - 1 Nm A •\ Y •a+ ss luT iAArs do awt x pGLp rtl pOCilm vAm xamc Smoc u� rh./�' a vn •\ - - 1 K oM2m - PLUMBING MATERIAL SPECIFICATIONS ru - ' ' N `\�\. MIA 0 w a� 40 IMI N K� MIi2 rC lrwr w mane � ler• tlTM.r - • �• rvc rutTa rPt-ASTItaTuan rp AW II4 m�-a -Nmw vavt • t pvc runs A:•macs-ASTlfmlolat K cA{{a. �+ In ruA , ,I �••a 0�6 pK savEK npm-AnN m{A-m\ •"r•,”' 1 . (L. Ar raE-Atrx-mnup m r r.aan-r ---- I • L Atl o<vart teat-.rn-mea I �c/'*�� a L atml-At11FA'!-b NTM m 1 18"' K r Tw I �?` _ I I �C�' ). IRIIT VKK AIm IDS• rwvua N. IM rll Lm 1 V.Lm ,,.I„"',', a m'Ia m•na iwW-AtTA-1124•[ s w C Im r I T m mtlID GAM- r Iap m(pa]p1TCfra A♦DI a0/d Ila O\A Yi mm cava Earle AW abv nKt-Irewmm-alAA-Irb � I -� "` •v a"n'mi.'4: v/A1m>Tooatlr-r 2Y a mo�ui�-wW/mm-neu-nn u/Amorm-aeu.-r l..a Is I'2 n VTAAata nm ranges- KITH - AOVArmLrle.laam e virltn2 GAIN rwnma-AtIE/mm-mG1ItIF]•r r MAY 0 . .L'q Iw I...m „r � , nE ieu r la\ wnraEMiavrin-e uewaN NTM a - i TWO STORY, TWO FAMILY, A-2 ,0z',J/(�,/l n ExAMan un Aa rprtles-ASE/Axa-wtaaw-Ier TWO STORY, TWO FAMILY, A-2 ➢VV SCHEMATIC _rtiil POTABLE PLUMBING SCHEMATIC V g0 ,f'S I!{/L: G Murat.r]ti11la.L LSYIOa art Z m[w1 V/m m I Mt p mK a DWELLING OVER DWELLING SOnAATa aalr a m ADI!>a um'Um>g ear n.ILAlTa al'ryr ru AN uv:AnmAL alnlp want uvt wK am slats a EVfbir b momla abs ..r rE xm Arrlav♦Z nArre A ellilm AAtltt tate M AE TWO STORY, TWO FAMILY, A-2 ®E"sap - '.=AAA, 2pm n -- mp M T p p uvac POTABLE PLUMBING SCHEMATIC Epl TYPICAL PLUMBING SCHEMATICS our a.L ualn IST nA mv.N A vows Ort r mrE p rlm ane AAu ru 2ao DWELLING OVER DWELLING TWO STORY, ONE FAMILY, A-1 THE RESIDENTIAL CODE OF NEW YORK STATE Au bibay.IAM,mlTM al A eW nmtl art MK I3fN ru MAm1 L KK rr•e POTABLE PLUMBING SCHEMATIC SHALL RE REFERED TO HEREIN AS THE R.C. pf N.Y.S. !oc p•tan PeaKSE Af$S iD[IRA AalALlp r>Mc1 M'ru w A as nm AB E LU IW mppp DAM18 JAN 03 W A46 ANDERSEN WINDOW SCHEDULE 'U" VALUES M & W WINDOW SCHEDULE v" VALUES IK111 1IMINK. .ORxII.1E31.roW1.PRUV4- KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SOFT.' R' AIR v/GRILLES 1+/D GRILLES KEY TYPE CODE ROUGH OPENING 'L" 'V' -SOFT."R' AIR STANDARD WITH "call 1. DOUBLE HUNG TW2432 30 1/8'x41 1/4' 5.09 294 6.4 3.2 .10 .34 .35 1. DOUBLE HUNG 2432 30 3/8'x41 1/4' 5.8 2.74 7,39 3.3 .11 .37 .33 2. DOUBLE HUNG TW2842 34 1/8'x53 1/4' 8.23 4.64 12.34 3.2 .10 .34 .35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 9.1 4.4 11.11 3.3 .11 .37 .33 3. DOUBLE HUNG TW3046' 38 1/8"x57 1/4' 10.31 5.73 14.85 3.2 .10 .34 .35 3. DOUBLE HUNG 3046' 38 3/8'x57 1/4' 11.2 5.9 13.5 3.3 .11 .37 .33 4. DOUBLE HUNG 7W2852' 34 1/8'x65 1/4' 10.48 5.88 15.14 3.2 .10 .34 .35 4. DOUBLE HUNG 2852 34 3/8'x65 1/4' 11.4 6.02 13.7 3.3 .11 •37 .33 5. DOUBLE HUNG TW2856 34 1/8'x69 1/4' 1122 5,05 16.08 3.2 .10 .34 .35 5. DOUBLE HUNG 2056 34 3/8'x69 1/4' 12.2 6.04 14.6 3.3 .11 .37 .33 6. D.H. PICTURE TW20-DHP4246-20` 99 1/4'x57 1/4' 25.4 6.4 39.0 3.2 .10 .34 .35 6. DH PICTURE 10-4046-18` 93 5/8'x57 1/4' 25.4 6.4 39.0 3.3 .08 .37 .33 7. D.H. 45' BAY TW45-31046-20` 90 3/8'x58 3/4' 25.4 6.4 37.1 3.2 .10 .34 .35 7. D.H. 45' BAY 45-18-4046-18 ` 85 1/4'x57 3/4' 25.4 6.4 37.1 3.3 .08 .37 .33 8. CASEMENT BOW C45 BOW 97 1/4'x61 7/8' 30.2 10.8 42.0 3.2 .03 .34 .34 B. CASEMENT BOW 2050 4V 94 7/8'x61 1/2" 26.0 20.3 42.0 3.3 .05 .35 .31 9. CASEMENT PICTURE CW25-2' 114 3/8'x60 3/8' 30.2 10.8 41.5 32 .03 .34 .34 9. CASEMENT PICTURE 2050 QUAD' 96'x60' 30.2 10.8 41.5 3.3 .05 .35 .31 10. CASEMENT CW1356 28 7/8'x41 3/8' 7.2 5.7 8.3 3.2 .03 .34 .34 10. CASEMENT 2435°' 29 1/4'x41 1/4' 7.2 5.7 8.3 3.3 .05 .35 .31 Il. CASEMENT CW15' 28 7/8'x60 3/8' 11.2 8.5 11.8 3.2 .03 .34 .34 1l. CASEMENT 2450' 29 1/4'x60 1/2' i1.2 8.5 11.8 3.3 .05 .35 .31 12. DOUBLE HUNG TV2042 26 1/8'x53 1/4' 5.79 3.4 9.41 3.2 .10 .34 .35 12. DOUBLE HUNG 2042 26 3/8'x53 1/4• 5.79 3.a 9.41 3.3 .11 .37 .31 13. DOUBLE HUNG TW2046` 26 1/8'x57 1/4' 6.31 3.7 10.12 3.2 .10 .34 .35 13. DOUBLE HUNG 2046` 26 3/8'x57 1/4' 6.31 3.7 10.12 3.3 .Il .37 .33 14. DOUBLE HUNG TW2052` 26 1/8"x65 1/4' 7.37 4.31 1t.54 3.2 .10 .34 .35 14. DOUBLE HUNG 2052` 26 3/8'x65 1/4' 7.37 4.31 11.54 3.3 .Il .37 .33 15. DOUBLE HUNG TW2056` 26 1/8'x69 1/4' 7.89 3.7 12.25 3.2 .10 .34 .35 15. DOUBLE HUNG 2056 26 3/8'x69 1/4' 7.89 3.7 12.25 3.3 .11 .37 1 33 16. DOUBLE HUNG TW3052' 38 1/8'x65 1/4' 12.0316.671 16.95 3.2 .10 .34 .35 16. DOUBLE HUNG 3052 38 3/8'x65 5/8' 13.0 6.39 16.95 3.3 .Il 1 .37 .33 17. DOUBLE HUNG TW305 38 1/8'x69 1/4' 12.89 5.73 17.99 3.2 .10 .34 .35 17. DOUBLE HUNG 3056 38 3/8'x69 5/8" 13.9 6.87 17.99 3.3 AT .37 .33 I8. D.H. CIRCLE TOP CTN20 26 1/8"x15 3/4' 1.1 0 2.9 3.2 .10 .34 .35 I8. D.H. CIRCLE TOP FCH-4 26 3/8-44 5/8' 1.1 0 2.9 3.3 .11 1 .37 .33 19. D.H. CIRCLE TOP CTN24 30 1/8'x17 3/4' 1.6 0 3.7 3.2 .10 .34 .35 19. D.H. CIRCLE TOP FCH-6 30 3/8'x16 5/8' 1.6 0 3.7 3.3 .11 .37 .33 20. D.H. CIRCLE TOP CTN28 34 1/8'x19 3/4' 2.2 0 4.7 3.2 .10 .34 .35 20. D.H. CIRCLE TOP FCH-8 34 3/8'48 5/8' 2.2 0 4.7 3.3 .11 1 .37 .33 D.H. CIRCLE TOP CTN30 38 1/8'x21 3/4' 2.8 0 5.8 3.2 .10 .34 .35 2t. D.H. CIRCLE TOP FCH-10 38 3/8'x20 5/8' 2.8 0 5.8 T-51-1- 21. .33 22. CSMNT CIRCLE TOP CTCWI 28 7/8-x17' 1.5 0 3.4 3.2 .03 .34 .34 22. CSMNT CIRCLE TOP FCH-5 29 1/4'x16 5/8' 1.5 0 3.4 IN/AN/A .35 .31 23. _ CASEMENT CN235 41 1/4'x41 3/8' 6 7.4 11.9 3.2 .03 .34 .34 23. CASEMENT 1835 TWIN 41 3/4'x41 1/4' 8 7.4 11.9 .35 •31 24. C.TOP/PICTURE CTC3 OVER CP335 72 3/8'x79 3/4= 29.2 0 40.1 3.2 .l0 .34 .35 24. C.TOP/PICTURE FCH-21 OVER 6053 73'x79 1/2" 29.2 0 40.1 .33 a4 25. ELIPTACLE ET6 72"x17 3/8' 4.3 0 8.7 3.2 .10 .34 .35 25. ELIPTACLE FE-11 71 3/4'x16 5/8' 4.3 0 8.7 .33 .34 26. OCTAGON NOT APPLICABLE N/A N/A N/A N/A N/A N/A N/A 26. OCTAGON 2020 22 1/2'x22 1/2' N/A N/A N/A N/A N/A 27. AWNING AN31 36 1/2'x2l' 3.5 1.9 5.3 3.2 .l0 .34 .35 27. AWNING 3018 37'x20 3/4' 3.5 1.9 5.3 3.3 .11 .33 .34 SPECIAL D.H. PICTURE TV 20-DHP4242-20 103 7/16'x52 1/4' 31.8 8.9 38.3 3.2 .10 .34 .35 SPECIAL D.H. PICTURE TW 26-DHP4246-2 115 3/8-x57 1/4' 32.5 9.42 47.9 3.2 .10 .34 .35 DOOR SCHEDULE ILE, 13'[.1104 TT RWSM OPEMW HOMO, 'L' V. 'S0S1. AIR -U- JJ69 w mm& @1E W We'.R 1/C TK.-TN 0 192 ).N 22.0 As .P I me Jr d5LL N J/r .82 1? TI(gNgN 1.1 1211 7.69 194 M Y E 2660 Is'.13h 4� 32 31V.•1 1/r T.ERIu-TN 0 ICI 2b9 IQ K 1. 0 306 Is. 1654'[se"TV/ A.62 Vr TI(bN-TN IA 19.2 }0 29] 10 M E A66 %-IN54. V;pis-'rs, mew 65 1/C.N 1/C TIRIOu-TN }. 192 30 ])] N 26 T yx• M'111l_ mlC v/ H Vr .Be VC 1NA"-165 Jw 192 }0 TA .1. X 4 1665 dTERM 0.3 ! / 20 1/4' . 62 1/C AD-VE. W. alto dTERM PASSAM X V.-. E2 1/2- AO-VIM W. W. w. I 2666 I.TERM PASSYY W 1/.'.W 1/r .210-VEX 3 306 INRRM..nOm N 1/r+R 1/2' ALD-VE. N/. w. WAmv. x 2y6 dTERM SI-Kl5 X I/4-. 62 1/r -110-WIL .1. WA W. wA WA IWA L 2666 INTI➢M 111MI R 1/.'. 4 1/r JCLO-VCM N/. WA W. w. I N/A I N/. x 2X6 dRRM MK.Ei yM IV .N Vr AD-A. x/. W. w. W. WA x/. 2668 d1ERM MOLLY MIKI 61'.E.1/r -ILO-W. x/. 0 3068 dTE11M MKI Imrt Ir.8.1/C AO-w. WA WA WA w. WA WA P 2069 d2[RM.'fL101X4 NLOIC .9 1I.'.83 1/C ALP VIN NA WA WA WA N/A x/. , 2r.w .ALT. M 34.32 16M 22 A 22 22 /y�y 69w Le 0 2666 6A101W CLASS Mew 21 S/.'.w KV no, 12.9 2.) "A Art ➢29 I,..6o- AxKRK. 2170 14.2 J] n.) m m Q� AI2BlT' 4� n wr+w yr INA.,-TN 2193 s. 2.2 42 A6 « R 2669 6'SVM PATIO Meet 71 V.-.W MV i2... 102 2.) nA M M � Is � 2r.w ANKRSEN 2192 16.11 J2 n, 4. A. w i • • • S 9069 9'SV W'wl{0 13,131 IIJ 14'.M' TgiRw-265 J20 16.11 2.7 66.1 It, Oe 2- 92 ENOIICR• IHIRD T' 1K'.W WKRSEN MoseIIII 32 n.l. N ➢4 h• y, I 2965 6K.[MINT/MM.SOIC 62 1/.-. Ile TNN dM-Ta J.➢2 .4 36] -06 A6 �•� 1/(q2� •-� u 2-Jose 031492 Ile.'AMI/1x5 .wRE n V... r TNRXA-1o m. ..9 a 411 X I,�•A•c•••'•-♦`Jl �� z-3X9 v1811l,H.W SI�KLIn$ LIZ yr .•z Vr XURI.-165 34 x.. to !6A u X _._ _ _. _. _. - ____ __.-__ -may,s/ 133 -_ _...__--_ _.. __._. # 1488 1]!Wµ TR.NSOI V S%66I�1 65 1/r .X' TNbY-iN t5] 192 4➢ .J; 16 46 Ila NN 6 OwR`�14Y SIOEl1T�` N 1/r+%• 165 -165 6.13 111 4➢ .RJ ➢6 -06 MAY - NOTES Err PEAK OF (b) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW(o) DENOTES EGRESS WINDOW � x3vrrnia9• lLP�'.Y ALL WINDOWS SHALL MEET OR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (c) DENOTES NEW YORK EGRESS WINDOW HOAl�'S, ZNC. IN SECTION R613, TABLE R301.2(2) AND TABLE R301.2(3) OF THE RESIDENTIAL CODE 42 Ua A3Ctl•AY arr A, MULPaIAA4. PA 17842 OF NEW YORK STATE. (a>➢) u7-Para Fa ea-Oreo SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGIONS SHALL MEET MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE. WINDOW AND DOOR SCHEDULES OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R301.2.1.2 IN THE SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR p.lE: KN. 0V41II RESIDENTIAL CODE OF NEW YORK STATE. MANUFACTURERS' ENERGY CODE COMPLIANCE DRP IB JAN 03 A47 NOTE: SHINGLES TO HAVE 6 NAILS PER SHINGLE THIS PRINT IS OK TO BE BUILT X TY WVN R TW AND OUT m KNEE VAL \ S/1 3 NAILS Ed 6.6C EDGE EDGE 12' INTERMEDIA '/I6 Q�.O . ' • ' / � 2X4 BLOCKING BENEATH A[HSHEATHING X' / ACX AT EACH END V 16d NAILS'TOENAILED / FST H&FT FROH /•. IP S / ioX "o, TRUSS Rd NASTRAP ILS 7116 EADOE 6'tl ' MC. IATE 5 EACH SIDE / VOL STRAPS FOR / "o 90 MPH OR HIGHER etl NAILS 3' O.C. AT BLOCKING / 1 1/2' n 18 GA pp / STRAP EVERY Sy q TRUSS 8d NAILS5 EACH SIDE Q• 5• / DHL STRAPS FOR E /16 �bT 0• TOP NAILS BOsU.C. srgccEREn 90HHP OR HIGHER /.• : USE SANE HAILING WA AS FRONT WALL - QS.H SHIPLOOSE OSB 6• VIDE PCS NAILED i% d NAILS 3• DC STAGGERED AT FLA PERIMETER AND CLG P EINETEFt EDGE 12• MTERMEDATE , Ed NAILS 3. 6C. STAGGERED TOP AND BUTTON I MGA nl { IR ND 8tl NAILS 3' O.C. AT BLOCK SPLICE OPT . TWO STORY BLOCKING AT SPLICE 4--D' FROH CORNER OF HOUSE l L raePc , oP 90 MPH, 100 MPH, 110 MPH �pF r PFRPECT/ON WIND ZONE TECO TA GA STRAPS J L ej TO ATTACH TO LVL ,�/j�T[�' T�7j ON PIER EVERY 4'-D' O.C. HoffEs' f1{' . DRAWN BYE DATE. SCALE LPYER FIL. ON RANCHES OR FIRST FLUOR OF TWO STORY 1/Y�1'