Loading...
HomeMy WebLinkAbout31502-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32317 Date: 05/01/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 385 EAST RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 3 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 29, 2005 pursuant to which Building Permit No. 31502-Z dated OCTOBER 5, 2005 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 ATTACHED WOOD DECKS AS APPLIED FOR. The certificate is issued to EMANUEL CONSTANTINE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0088 ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 01/04/07 2095125 03/29/07 02/01/06 BRIAN KALBFLEISCH A horized Signature FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32327 THIS CERTIFIES that the building ACCESSORY GARAGE Date: 05/01/07 Location of Property: 385 EAST RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 3 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 29, 2005 pursuant to which Building Permit No. 31502-Z dated OCTOBER 5, 2005 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 ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to EMANUEL CONSTANTINE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2095125 03/29/07 PLUMBERS CERTIFICATION DATED Rev. 1/81 0 u'th�Signature y Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5- Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 _ Date 4 New (onstructioi _ Old or Pre-existing Building g 6 —_ _ _ (check one) Location of Property: 38ap�S i _��� �C1L I Iouse No, Street Hamlet Owner or Owners of Property: M PT tJ0 �� CO S-pi-nYtl F,3 Suffolk County Tax Map No 1000,Section \fib Block000Loi 3 ptl - -- - — - Subdivision - - — --- — - — ------ —Filed Rlap --_--- -- Lot Permit No 3\SoZ Datc of Permit. 10 oS Applicant ilicanC _ — - -- -- -I1 Coa1S7wE Health Dept. Appro,jl Underwriters Approval: Planning Boarcl Approval_ �- Request for: Temporan Ccitificate I�l CettiGcate,� check one) - - Fee Submitted: $ Applicant Signature Cot 3 31? 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. 31502 Z Permission is hereby granted to: EMANUEL CONSTANTINE 38 STARLIGHT DRIVE COMMACK,NY 11725 for Date OCTOBER 5. 2005 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR & ALSO ACCESSORY GARAGE IN REAR YARD (2 CO"S REQUIRED) at premises located at 385 EAST RD MATTITUCK County Tax Map No. 473889 Section 106 Block 0003 Lot No. 011 pursuant to application dated SEPTEMBER 29, 2005 and ap by the Building Inspector to expire on APRIL Fee $ 857.40 ORIGINAL Rev. 5/8/02 I � � Signature lob( -3 - 11 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ' PECONIC ELECTRIC CORP P.O. BOX 1258 QUOGUE, NY 11952, Located at 385 EAST RD. MATTITUCK, NY 11952 Application Number: 2095125 Section: Block: Lot: EMANUEL CONSTANTINE 385 EAST RD. MATTITUCK, NY 11952 Certificate N 2095125 Building Per it: 315022 BDC; nsl1 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, modular house, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 29th Day of March, 2007. Name OTY Rate Rating Circuit Type Miscellaneous NY State approval #19-32741 mfg. -Apex Homes serial # 9039 Appliances and Accessories Furnace 1 0 Oil Panels Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 1 40 3 Wiring and Devices Outlet 16 0 Fixture Fixture 12 0 Incandescent Fixture 4 0 Flourescent Outlet 6 0 General Purpose Receptacle 3 0 General Purpose Switch 3 0 General Purpose Receptacle 2 0 GFCI Receptacle 1 0 20 amp Laundry seal Receptacle 1 0 30 amp Dryer Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PECONIC ELECTRIC CORP P.O. BOX 1258 QUOGUE, NY 11952, Located at 385 EAST RD. MATTITUCK, NY 11952 Application Number: 2095125 Section: Block: Lot: EMANUELCONSTANTINE 385 EAST RD. MATTITUCK, NY 11952 Certificate Number: Building Permit: 31502Z 2095125 BDC: nsl1 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, modular house, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 29th Day of March, 2007. Name OTY Rate Rating Circuit Tvoe Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Building Permit No. o�os�FFo��c� w oy • e� dol # Sao BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION 3\ So Z a Fax (631) 765-9502 Telephone (631) 765-1802 S� Date: ' ( 2,0,) AO Owner: (Please print) Plumber: -5t4AI % V4th;:5L( $c44 - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Si ature) Sworn to before me this db Robert E. Goetz NotaryimwcP c L*W or Qualified in Suffolk County Commission Expires April 30, 20o& ATLANTIC CONSULTING & ENGINEERING, LLC 525 John Street • Second Floor Bridgeport, CT 06604 (203)336-4422 (203)336-1769 FAX WWW.ATLANTIC-ENG.COM March 15, 2006 Trish Burd Superior Wall Systems of Hudson Valley 68 Violet Avenue Poughkeepsie, NY 12601 Re: Certification of Foundation System Constantine Residence East Road Matituck, NY 11952 Dear Ms. Burd: This letter serves to certify that the Superior Wall System has been inspected by this office for compliance with the requirements set forth by the Superior Walls `Builder Procedure Booklet". On March 14, 2006, the final framing inspection was conducted to verify the proper installation of the foundation as it is secured to the first floor framing of the structure; it is determined that the system has been installed in accordance with the manufacturer's recommendations. As of this point, all requirements for framing have been implemented as they relate to the installation of the Superior Wall System. If you have annquestions, please feel free to contact our office at you convenience. -- M , Very TYours, Jam37, Quill, E. F J ° NY09 %`, , CONSULTING ENGINEERS TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ) FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE 8 CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION FINAL 4 " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION �1 i�� DATE 7 ��S �� INSPECTOR-"'' 3 / So ;? Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE o � � — % INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 11,15 -04 INSPECTOR r / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION N DATE �/ �� ��� INSPECTOR �' 3 Iso t�- z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [)4FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 'r 4MMAN0,41i f DATE 6 �I -� INSPECTOR_ '/� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: WIN za DATE Y —/ t _ 04 INSPECTOR ../O�Zf "� 3'15�0;L 7 - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST al [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE off- , �, INSPECTOR �� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING[ [ ] FIREPLACE A CHIMNEY [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION KFOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING[ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: `Cd,B -.e, - ►' t4-jP�r�b- V- �ea.t1L M DATE / INSPECTOR /% /� c 3 1S0�z. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: b O- /� ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION �f%Lb G�A(:&t)-- OAILy �► .owl MR -10 DATE INSPECTOR e. 310 P�- 7, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION XFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & REMARKS: [ ] FIRE SAFETY INSPECTION DATE i 1 S INSPECTOR-"/ rANWITITLI-ETION REPORT DATE COMMENTS FOUNDATION (IST) a1� - ' �i WORM ------------------------------------- Or �� i �i ✓ / ROUGH FRAMING & PLUMBING INSULATION PER Y. STATE ENERGY CODE CBS • I I �. _ ✓ / �� / �� � � � ���� � ■Ii73111l��� WJWA ��• FA ADDITIONALCOMMENTS WAR ®/moi TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health_ 4 sets of Building Plans ,/ PERMIT NO. /4 Examined , 20 S Approved CY 20_ Disapproved a/c Planning Board approval Survey CheckSeptic Form N.Y.S.D.E.C. Contact: Z 9 2005 APPLICATION FOR BUILDING PERMIT � L ; Date Sq)eM'ca< Za 2005 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. WO(A)DA Homos Coco K\ (Signature of applicant or name, if a corporation) 21 E3. A-MIber Ln.Wnacli +`ZtAg,, 011742 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C-tranvel CeOS+64r6 '% 36 St OC^ *'Tklve (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) :Sohf\ C- t Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section 1 Ol0 .00 Block 6: Subdivision C&7 J>W l 1<iA Ec�}a—� Filed Map (Name) Hamlet i� Br oilrrl� 1 i 1 O� 11-725 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VaCA<)} L"A b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost # ( r-• O OM Fee (Description) (To be paid on filing this application) If dwelling, number of dwelling units_ t_Number of dwelling units on each floor If garage, number of cars '2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re -graded? YES ✓ NO Will excess fill be removed from premises? YES_ NO ✓ 14. Names of Owner of premises 6manue1 C01&1*K'*Address sx�� 1%5 Phone No. 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 OF ) ,lO (2. 6wr�s being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi ct� I1dda,(y of n n e.'A 2003- V J ::Xe4 ���� TI4otary 11tiblic LINDA 3 COOPER NOTARY PUBLIC, State of New York NO.01C04822563, Suffolk County(, Term Expires December 31, 20- Fidelity National Title -- Agency Division -- INSURANCE COMPANY OF NEW YORK 393 Old Country Road, Suite 201, Carle Place, NY 11514 • Phone (516) 334-6727 • Fax (516) 334-7459/7460 TOWN OF SOUTHOLD Title #NY2810-1225SB RE: Titlewaves Title Agency, LLC 877 Main Street Riverhead, NY 11901 AUTHORIZED AGENT Gentlemen: Please be advised that Titlewaves Title Agency, LLC, is an agent for Fidelity National Title Insurance Company of New York, and as such is authorized to issue and sign Title Certificates, Binders, Policies, and Endorsements on behalf of this Company. This authorization is effective immediately and is valid until December 31, 200:4 unless otherwise notified. Should you have any questions, feel free to contact the undersigned. Very truly yours, Hillary S. Kriss Vice President & Agency Counsel Titlewaves Title Agency, LLC October 13, 2004 Emanuel Constantine 38 Starlight Drive Commack, New York 11725 Title No. NY2810-1225SB (TW-2080SB) COUNTY OF Suffolk STATE OF NEW YORK This is to certify that Emanuel Constantine is (are) the owner(s) of record of District 1000 - Section 106.00 - Block 03.00 - Lot 011.000; that He acquired title thereto by deed dated 10-5-01 recorded in Liber 12145 Page 713 on 10-5-01; that Titlewaves Title Agency, LLC - Authorized agent for Fidelity National Title Insurance Company has made a search of the records of the Suffolk County Clerk and/or Registrar's Office, and that said search shows neither the said owner nor any predecessor in title of the said premises owned any contiguous property at any time since 4-23-57 except as follows: SEE ATTACHED CHAINS That the applicant herein does not own any contiguous property except as follows: SEE ATTACHED CHAINS This certification is made with the intention of reliance thereon by the Board of Appeals and/or Building Department of the Town of Southold. NOTE: LIABILITY FOR THIS VARIANCE SEARCH IS LIMITED TO THE AMOUNT OF FEES ACTUALLY PAID. Sworn to before me this 13th da of October, 2004 �Lct�j2,������ecZ�% Shelley Berent -For the o pany CAROL DOCKSWELL Titlewaves Title Agency, LLC NOTARY PUBLIC, STATE Of NEW CORN NO. 5248211459 COMMISSION EXPIRES DEC. 31, .300s- Titlewaves Title Agency, LLC * 877 East Main St. * Riverhead, N.Y. 11901 * (631) 369-0666 * FAX (631) 369-0701 SUBJECT PREMISES District 1000 - Section 106.00 - Block 03.00 - Lot 011.000 Marion H. Smith Dated 1-10-47 Recorded 3-27-47 TO Liber 2689 Page 38 Dawn Estates, Inc. Dawn Estates, Inc. TO Harry Constantine and Thomas Constantine Harry Constantine and Thomas Constantine TO Thomas Constantine Thomas Constantine TO Emanuel Constantine Sworn to before me this 13th of October, 2004 CAROL DOCKSWELL NOTARY PUBLIC, STATE OF NEW YORK NO. 524829459 COMMISSION EXPIRES DEC. 31,001 Dated 10-20-58 Recorded 10-22-58 Liber 4533 page 31 Dated 2-24-90 Recorded 3-8-90 Liber 11029 Page 153 Dated 10-5-01 Recorded 10-5-01 Liber 12145 page 713 (LAST OWNER OF RECORD Shelley Berent - Fd'&6 Company Titlewaves Title Agency, LLC PREMISES ON THE NORTH EAST ROAD Sworn to before me this 13th day of October, 2004 Shelley Berent - For ompany Titlewaves Title Agency, LLC CAROL DOCKSWELL NOTARY PUBLIC, STATE Of NEW YORK NO. 52-4828459 COMMISSION EXPIRES DEC. 31, .2pp5— PREMISES ON THE SOUTH Dist. 1000 - Section 106.00 - Block 03.00 - Lot 014.000 Marion H. Smith TO Dawn Estates, Inc. Dawn Estates, Inc. TO Theofanis Kyvernitis and Anastasia Kyvernitis, ux Theofanis Kyvernitis and Anastasia Kyvernitis, ux We] Lubos Triner and Stania Triner, ux Lubos Triner and Stania Triner. ux TO Nick Moshouris Nick Moshouris IVOC Konstantinos Englezos Sworn to before me this 13 of October � CAROL DOCKSWELL NOTARY PUBLIC, STATE OF NEW YORK NO. 52-4828459 CONNISSION EXPIRES DEC. 31, 4ef— Dated 1-10-47 Recorded 3-27-47 Liber 2689 Page 38 Dated 10-2-58 Recorded 10-7-58 Liber 4525 Page 462 Dated 3-21-77 Recorded 3-24-77 / Liber 8209 Page 316 Dated 11-17-83 Recorded 12-30-83 Liber 9487 Page 05 / Dated ed -85 4-1 / Recorded 4-11-85 if Liber 9770 Page 193 (LAST OWNER OF RECORD) Shelley Berent - For Company Titlewaves Title Agency, LLC PREMISES ON THE EAST Dist. 1000 - Section 106.00 - Block 03.00 - Lot 010.000 Marion H. Smith Dated 1-10-47 Recorded 3-27-47 j TO Liber 2689 Page 38 ✓/ Dawn Estates, Inc. Dawn Estates, Inc. Dated 4-2-59 Recorded 4-27-59 TO Liber 4617 Page 278 Thomas Constantine and Laula Constantine, ux Thomas Constantine and Dated 12-14-98 Laula Constantine, ux Recorded 12-31-98 Liber 11937 Page 356 TO (LAST OWNER OF RECORD),' Antonios Antoniou and Nicholas Antoniou Sworn to before me this 13th day of October, 2004 CAROL DOCKSWELL NOTARY PUBLIC, STATE OF NEW YORK NO. 52-4828459 COMMISSION EXPIRES DEC. 31,-R001— Shelley Berent - For the bQinpany Titlewaves Title Agency, LLC PREMISES ON THE WEST Dist. 1000 - Section 106.00 - Block 03.00 - Lot 012.000 Marion H. Smith TO Dawn Estates, Inc. Dawn Estates, Inc. FCC Harry Constantine and Vassilike Constantine, ux Harry Constantine and Vasilike Constantine a/k/a Vassilike Constantine, ux TO Aglaia Stalb and Thomas Constantine Aglaia Stalb and Thomas Constantine Joseph Santigate and Maria Santigate, ux Dated 1-10-47 Recorded 3-27-47 Liber 2689 Page 38 Dated 8-31-56 Recorded 9-26-56 Liber 4186 page 281 Dated 4-19-88 Recorded 5-9-88 Liber 10598 Page 132 / Dated 8-22-00 Recorded 9-11-00 Liber 12069 Page 538 (LAST OWNERS OF RECORDS) Sworn to before me this 13th day of October, 2004 She ey Berent - For the Company CAROL DOCKSWELL Titlewaves Title Agency, LLC NOTARY PUBLIC, STATE OF NEW YORK NO. 524828459 COMMISSION EXPIRES DEC. 31, SOS^ t02 ,v 1146) J � 11051 04) 1J \,Q vj1 5 4 90 ^ t y"1 2 l00 rc(t l oA i u s i 0 0 55 10 �✓ " t2e Ilk g 'plLl 2 111, �� ll_t) r �� r'1 s 111 u. .w-- � P e dJ2� ,o,I N'c �. d, OG 90 (146) 0 11141 1�� 145 O (1161 0 lttl) 1-�J 16 �' rn � 13 1 9u V 1� CENT R AL t52 124 90 °G 0 90 5 m ya 65 20 19 a Fo 18 0) ?_ 22 21 ash) 2� m 12 100 � � 11511 24 fl.,,.) 25 ll!50 135 76 � 11 9�. -" (14t) i-- d�5) (162) rn r 1164) ' 1163) 0 01161)28 SJO W (165) Fi 25 26 ~ � � 1145) J) 441 mr Z -wc+ 23 24 90 so U46) m (1471 51 5L. .;q=' 90 49 50 too i5 '� (50') 1t4 9� too loo nq) 1 t5 4 G 3 100 " 0 11931 ^ DU95) 2 u 00 u9v A too t5 0 aev ;, 110 _ 10 loo 0 ll P'3) 90- 00 1�0 (t.88) 10U_ 116 0 118 100 100 ' lt("B@7) oo too 36 too 00 loo p0D 35 100 ' N "33 u 34 00 6 32 tis 2.3 Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 09/28/05 Transaction(s): 1 1 Septic Permit - Construct - Resid. Reference Subtotal 3519 $10.00 Cash Total Paid: $10.00 Name: Wellmad, Homes Corp. 21 East Amber Lane Wading River, NY 11792 Clerk ID: FRAN Internal ID: 3519 supormpWalk of me Adw Vaby January 9, 2006 George Gillen Town of Southhold Building Dept PO Box 1179 Southhold, NY 11971 RE: 385 East Rd, Matituck, NY Constantine Residence Dear Mr. Gillen: Please be advised that a Superior Walls foundation was installed at the above captioned address. As per our specifications, a certification of the foundation cannot be done until the following are completed: 1. Modular home has been set on top of the foundation and secured as per the Builder Guideline booklet or if the house is stick built, the first floor decking has been done 2. The floor has been poured. As per Mr. Constantine, neither has been done yet. He anticipates that the modular will be set later this week and the floor will be poured at a later date. Once both have been done, we will send an engineer to the site to certify the installation. I have enclosed some information for your use. If you need anything further, please feel free to contact me at 845-485-4033. Thank Sales TAB:abm Cc: Manny Constantine 68 Violet Avenue, Poughkeepsie, NY 12601 (845) 485-4033 Fax:(845) 485-2501 E-mail: info@swhv.com Website: www.swhv.com APPROVED AS NOTED SATE: IO S B.P. It %9Lc9-7 yo BUILDING DEPARTMENT AT dS-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF T GOES OF NEW YORK STATE. i PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING FLOOD ZONE COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. DO NOT PROCEED WITH FpjWING OF FOUND/ fl MA ION WSAfF1100- COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOU T HOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S. DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE; OF OCCUPANCY PLUMBER CEF'�� !Cn T'nN ON LEAD CONI LN7 CERTIFICATE OF OC"'OPANCY SOLDER USED IN N.r/1,Tf R SUPPLY SYS r' Y^,V)T EXCEED 2'1 a C) �ERWAITERS C��fi€�� DETAIN STORM Ern Cfi ON�� g� of P F VETO*%GQDfR OF %0 1 r� STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12231-0001 GEORGE E. PAIAKI GOVERNOR February 28, 2005 Mr. George Clark Vice President of Operations Apex Homes Inc. 247 US Highway 522 North Middleburg, PA 18504 RANDY A. DANIELS SECRETARY OF STATE RE: RENEWAL M 1168-02-074 System approval - CONDITIONAL Dear Mr. Clark : In reference to your written request dated January 24, 2005, your original approval dated February 25, 2003 to construct Factory Manufactured Detached One- and Two -Family Dwellings and Multiple Single - Family Dwellings (Townhouses) System of Models is Factory Manufactured Building Approval designated M 1168-02-074 , as authorized under 9 NYCRR 1209. This approval will remain in effect until February 28, 2007 unless sooner revoked, and is subject to renewal thereafter. tluildiuls mauelacirnrd under this approval are limited to installation on sites meeting the following criteria: 1. I!t, Seismic Deign Category as determined by geographic location and soil Site Class is limited as T, Ho,, : - i,mic Design Category A, 0, C for Detached One- and Two- FanlilV Da ¢pings. 2. Calculations for snow drifting on lower roofs & sliding snow loading must be explicitly addressed for each individual plan submission. Tabular loading values within the system (snow drift chart) must be specified for each individual submission. The plan submission must include engineering data for 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: I.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that "the plans and specifications of the permit set are derived from and consistent with the plans and specifications 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 manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1 .I. A set of drawings comprising at a minimum: 1.1.1 Cover sheet which contains information on: - Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, 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 Energy Conservation Construction Code of New York State, 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 set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 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, drifting 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, sealed, 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.The 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 of permit set submittals to evaluate compliance with theabove conditions and with the provisions of the Residential Code offew York State. Deficiencies will be rcponed to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval" placed on the accompanying set of plans and by the qualifying letter dated March 2, 2005 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Ronald E. Piester, R.A. Director Division of Code Enforcement and Administration cc: PFS Corporation 02-074CAL.wpd Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check Software Version 3.6 Release I Data filename: Untitled.rck PROJECT TITLE: QN-12839 COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.20 DATE: 04/29/05 DATE OF PLANS: 04/29/05 PROJECT DESCRIPTION: CUSTOM RANCH DESIGNER/CONTRACTOR: WELLMOD HOMES CORPORATION 21 E. AMBER LANE WADING RIVER, NY 11792 COMPLIANCE: Passes Maximum UA = 234 Your Home UA = 223 4.7% Better Than Code (UA) 1W MAY 2 7 2005 Gross Glazing Area or Cavity Cont. or Door Per4mete R -Value R -Value U-Factoi UA Ceiling l: Flat Ceiling or Scissor Truss 1560 38.0 0.0 47 Wall I: Wood Frame, 16" o.c. 1428 19.0 0.0 67 Window I: Vinyl Frame:Double Pane with Low -E 243 0.350 85 Door I: Solid 22 0.140 3 Door 2: Glass 40 0.360 14 Floor I: All -Wood Joist/rruss:Over Unconditioned Space 156 19.0 0.0 7 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. N Builder/Designerj:)ij/r r) P.AW;Q Date Y^ 2 9 -of REScheck Inspection Checklist 2000 IECC REScheck Solware Version 3.6 Release la DATE: 09/28/05 PROJECT TITLE: QN-12839 Bldg Dept Use Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: I Above -Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ l I 1. Window 1: Vinyl Frame:Double Pane with Low -E, U -factor. 0.350 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] I 1. Door I: Solid, U -factor: 0.140 Comments: [ ] I 2. Door 2: Glass, U-fictor. 0.360 Comments: I Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: 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 lights 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 -TC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder. [ ] I Required on the warm -in -winter side of all non -vented framed ceilings, walls, and Boors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manu6cture's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed beating and cooling equipment and service water heating equipment must be provided. Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications Duct Insulation: [ ] I Duds in unconditioned spaces must be insulated to R-5. Duds outside the building must be insulated to R-6.5. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). [ j I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] I Thermostats are required fir each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. I 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 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. Swimming Pools: [ ] I All heated swimming pools must have an on/offhcater switch and require a cover unless over 20% I ofthe heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ j I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 '3 must be insulated to the levels in Table 2. Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Indies by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and R uno uts Temneratu`e ( Fl Un to 1" Up to 1 1,$" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Thickness in Inches by Pipe Sizes Piping System Tunes Ranee ( Fl 2"Runouts 1" and Less 125" to 2" 2. 5" to 4„ Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (f)r feed water) Cooling Systems Chilled Water, Refigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: fp l 104 APPLICANT: C i\3 TAs, DATE SUBMITTED: /04 SCTM# DISTRICT: 1,000, SECTION: //)/, , BLOCK: :? , LOT: // SUBDIVISION: ADDRESSA) jr; �_ 47i 121, . CITY: A-v"Tn k ZONING DISTRICT BUILDING PERMITS OPEN/EXPIRED: BP -Z / C/0 Z- , INFO CONFORMING? �b PRE CO: Y OR N BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED ze NOTES: e !f �-­ LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED HOTS FROM JAN.1997 100 25. Merger.(A nonconforming at anytime after 7/1/83' REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. _ REQ. FRONT PROP. FRONT IDE o Z — ACT. SIDE ,.- REQ. REAR �� PROP. REAR �REQ. HBfGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST:I:� lam, -R�9+7i�p NGINEER: 1,40,16S WATERFRONT? ���'C1 DESCRIPTION: BULKHEAD? DISTANCE? SUFFOLK COUNTY HEALTH DEPTH<YES TOWN SEPTIC RECEIP. \ or N SEPTIe( NEW YORK STATE DEC: PRE -DEC 9/1/75 YES SOUTHOLD TOWN TRU'EES: YES TOWN ZONING BOARD APPROVAL: YES TOWN PLAN. BOARD APPROVAL: YES c TOWN HISTORICAL PRE (SPLIA): YES ( PANEL # FLOOD ZONE: NO, (BED #): AZ DTE: /� °�/ PERMIT #: ,elo LtT TICATIONI Y or DTE: _ DTE__/_/_ DTE: DTE: NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 : E or NO NOTES: FEE STRUCTURE: FOUNDATION: �` �/ SF FIRST FLOOR: O- SF SECOND FLOOR: SF OTHE l : bnyc) a v SF TOTAL: ..., � Q SF 1. ., SF)- ASF)= c�, R.`7 rSF X $,,S9 =$ %J. +$ PERMIT #: PERMIT # PERMIT #: 'PERMIT #: C� OTHER TOTAL FEE FEE FEE 2.( SF)- (SF)= SFX $ =$ +$ +$ 3.( SF)- (SF)= SFX $ =$ +$ +$ FINAL TOTAL: $ _$ ' NEW YORK STATE CODE COMPLIANCE CHECKLIST CL]MATIC/GEOGRAPHIC DESIGN CRITERIA: - Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" 'Termite: M-H Decay: S-M. Design Temp: .11 Ic.,e Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN, CRITERIA: ENGINEERED/PRESCRIPTIVE -FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N r . LUMBER SPECIES AND GRADE: Y/N - - DESIGN LOAD`. CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE-TESTREQUIREMENTS: Y/N EGRESS 5.7 S.F.! Y/N LIGHT 8%: Y/N. VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N ,' PLUMBING RISER DIAGRAM: Y/N - .LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SURVEY OF PROPERTY AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK lGOO-106-03-11 SCALE: 1"=20' JULIE 13, 2002 763T NIDLE � � OL ,. = Aar � 3' COUNTY OEPARI M' NT ^F f iEALTH SERVICES bmwrDA: FFMLR r;• PERM19 r, ?•r ppF.,; ��' .7 ti SP os GLE VA' -18 Y :> aNLY C' ri FS e.-, �)O 0 �009s /3' $ 763T NIDLE � � OL ,. = Aar � 3' I am familiar with the STANDARDS FOR APPROVAL \ AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. t. The location of wells and cesspools shown hereon are from field observations and or data obtained from others. Elevations are referenced to an assumed datum. AREA=10,8[10 S.F. (DWELLAC VITH PUBLIC WATER) 65.00' (DWELLIM WITH I PUMLIC WATb EL. EL. 30.3' F& (DVEL LING WITH PUBLIC VATER) EAST ROAD EL -as. pub/ice water in s(. �-op hs�er :AYAII a Al INSPEMON REQUIRED �1 EL. A& cmc RECEIVED SUFFOL SEROWTY (DVELL.j H VICES PUBLIC WA 1pU4; JUN -4 All= 431 UIT In, (VACANT) LOT NUMBERS REFER TO 'MAF' Or CAPTAIN 'te t KID ESTATES' FILED IN THE SUFrMK CIJUNTY P.a neer �, s CLERK'S OFFICE ON .IAN. 19, 1945 AS FILE 1230 turrtrar NO, 16%2. $OUT, NEW )1 c•,M€tZG- 'Y ■® f 9 COUNTY OEPARI M' NT ^F f iEALTH SERVICES bmwrDA: FFMLR to MAW PERM19 r, ?•r ppF.,; ��' .7 ti SP os GLE VA' -18 Y :> aNLY C' ri FS e.-, �)O 0 �009s /3' $ Pda bl-W APPROVED ��� FOR MAMIUM OFkj— BEDROOMS TIgEB YEARS FROM DATE OF APPROVAL ►r I am familiar with the STANDARDS FOR APPROVAL \ AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. t. The location of wells and cesspools shown hereon are from field observations and or data obtained from others. Elevations are referenced to an assumed datum. AREA=10,8[10 S.F. (DWELLAC VITH PUBLIC WATER) 65.00' (DWELLIM WITH I PUMLIC WATb EL. EL. 30.3' F& (DVEL LING WITH PUBLIC VATER) EAST ROAD EL -as. pub/ice water in s(. �-op hs�er :AYAII a Al INSPEMON REQUIRED �1 EL. A& cmc RECEIVED SUFFOL SEROWTY (DVELL.j H VICES PUBLIC WA 1pU4; JUN -4 All= 431 UIT In, (VACANT) LOT NUMBERS REFER TO 'MAF' Or CAPTAIN 'te t KID ESTATES' FILED IN THE SUFrMK CIJUNTY P.a neer �, s CLERK'S OFFICE ON .IAN. 19, 1945 AS FILE 1230 turrtrar NO, 16%2. $OUT, NEW )1 c•,M€tZG- 'Y ■® f 9 SURVEY OF PROPERTY AT MATTITUCK T 0 WN OF S 0 UTHOLD SUFFOLK COUNTY, NEW YORK 1000-106-03-11 SCALE: 1 "=20' JUNE 13, 2002 OEC.13, 2005(conc.lndln) (DWELLING WITH PUBLIC WATER) (DWELLING WITH PUBLIC WATER) EL. 30,3' EAST ROAD Pub/i4 We 14er /n 5{. EL. 30.5' (DWELLING WITH PUBLIC WATER) Pale brown fine sand SP /7' I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OE SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and wIRL abide by the conditions set forth therein and on the permit to construct, The location of wells and cesspools shown hereon are from field observations and or data obtained from others Elevations are referenced to an assumed datum, AREA=10,800 SF, C) 4.4' I �% - C3 ^ vI C1 204 _ m' p CONC. FNO. ,. 4.3' 21. o WIRE FENCE IV4L< C✓R. C.L,F . 9000' EL' 31.2' as10. (DWELLING WITH PUBLIC 1 I (DWELLING WITH �k �`y G WATER) LaT 117 PUBLIC WATER) r g (VACANT) Jj 0' E 6.00ii 'ai LUT NUMBERS REFER TO 'MAP OF CAPTAIN ECLINIC U EvoRs, (631) 765 - 5020 F ANY ALTERATION OR ADDITION TO THIS SURVEY IS < VIOLATION KID ESTATES FILED IN PP COUNTY P D. BOX 909 OF SECTION 1209 OF THE NEW YORK STATE EDUCATION LAV. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALI, r.ERrrrTCATrnNS CLERK'S OFFICE ON JAN, 19, 1949 AS FILE 1230 IRAVELER SIRLt.I llSU HEREON ARE VALID FOR THIS MAP AND COPIES THLI, OF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR EL. 31' J SDUFHOLD, N.Y. 11971 WALL VHOSE SIGNATURE APPEARS HEREON. L 1.2' Cop. Cqq, � I3 I I � o TEST HOLE - CU 110 Dark brown J 2So.a•820.0• loom .90.00a' ". 14.7OL � o• _C a3 Brown loamy sand w CON(. FNDSM W o -� Q Pale brown p b H U r O C fine to medium . u J sand I 220 SP ;� 3 � � o /3' 2 h Pale brown fine sand SP /7' I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OE SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and wIRL abide by the conditions set forth therein and on the permit to construct, The location of wells and cesspools shown hereon are from field observations and or data obtained from others Elevations are referenced to an assumed datum, AREA=10,800 SF, C) 4.4' I �% - C3 ^ vI C1 204 _ m' p CONC. FNO. ,. 4.3' 21. o WIRE FENCE IV4L< C✓R. s'N N 86'00'30' W 9000' EL' 31.2' as10. (DWELLING WITH PUBLIC 1 I (DWELLING WITH �k �`y G WATER) LaT 117 PUBLIC WATER) r g (VACANT) Jj LUT NUMBERS REFER TO 'MAP OF CAPTAIN ECLINIC U EvoRs, (631) 765 - 5020 F ANY ALTERATION OR ADDITION TO THIS SURVEY IS < VIOLATION KID ESTATES FILED IN THE SUFFOLK COUNTY P D. BOX 909 OF SECTION 1209 OF THE NEW YORK STATE EDUCATION LAV. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALI, r.ERrrrTCATrnNS CLERK'S OFFICE ON JAN, 19, 1949 AS FILE 1230 IRAVELER SIRLt.I llSU HEREON ARE VALID FOR THIS MAP AND COPIES THLI, OF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NO 16%2, SDUFHOLD, N.Y. 11971 VHOSE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY AT MATTITUCK T 0 WN OF S 0 UTHOLD SUFFOLK COUNTY, NEW YORK 1000-106-03-11 SCALE: 1"=20' JUNE 13, 2002 DEC.I3, 2005(conc.Indln) NOV. 21, 2006 (FINAL) Date JAN 0 LZ plo—Gk.-oo8__ i i The sea -?2k - off! acsk.., TEST HOLE Dark brown w.uc con. EL. 31.2' loam 10.5'N (DWELLING WITH OL 90.00' Brown loamy 5��1.T2c�pF sand SM 3' 9 Pale brown line to medum sand SP (VACANT) 13' Pate brown Roe sand SP 4 61 17' `W Ns Q N 00- W ti N�� — I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct, The location of wells and cesspools shown hereon are From field observations and or data obtained from others, Elevations are referenced to an assumed datum. AREA=10,800 S,F, (DWELLING WITH PUBLIC VA TER 6500' D1 In O ►fl EL. 30.3' W Ilcl. 3LT C� �I a, I, I� i . Ir �I N Il, (D WELLING WITH PUBLIC WA TER) EAST Public ROAD Wa /'er in S, sZ�•. i COW - F GAR. v Cows a .a Cp SCDHS REF. # RIO -04-0088 EL. 30.5' w/r,,eler w.tct cay asN D.1,v (DWELLING WITH PUBLIC WATER) N G'IRE FENCE 86.00'30 W w.uc con. EL. 31.2' .�S O F Nt; yy YO 10.5'N (DWELLING WITH 90.00' D.D`_ 5��1.T2c�pF PUBLIC WATER) (DWELLING WI I 9 LOT 117 PUBLIC WATE �k (VACANT) 4 61 ANY OR ADDITION THIS SURVEY ISA VBn_V. LOT NUMBERS REFER TO 'MAP OF CAPTAIN �ECONIC U SECTION 720 NEV70 C THE NEYORK STATE 2. ALL C IAV. OF EXCEPT EXCEPT AS PER SELF ON AS PER 2. ALL CERTIFICATIONS KID ESTATES' FILED IN THE SUFFOLK , (631) 765 - 5 COUNTY P. 17, BUX 909 -1797 �4A PARDON ARE VALID FOR HIS MAP AND COP MAP AND COPIES rHEREOF tu+tr a CLERK'S OFFICE ON JAN. 19, 1949 AS ;TILE R T SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF TNT SURVEYOR NO, 16 72. 1230 TRAVELER STR (� Q VHOSE SIGNATURE APPEARS HEREON. SOUTHOLD� N. i'. 11971 7 .7 �7 E BEST My KNOWLEDGE, 1. THIS FACTORY FMANUFACBELIEF NOSL URED HOME(FMH)PLAN HAS BEENDERIVED VEDQ N - 12 H 3 J / N Y Q1 FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, (7 APPLICATION NO. M1168-02-074, MANUFACTURER'S NO. M1168, CD WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. x Z 0i 2. OF THE NEWENERGY STATITION OF PMH PLAN HAS BEEN IOCHAPTERD USING ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) w Q Q AND IS IN PULL COMPLIANCE WITH THE ENERGY CODE z Q THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED THE FOLLOWING ELEMENTS OF CERTIFICATION F' i BUILDING SYSTEMS FILED WITH THE STATE. REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS, Z ED LJ 1)DESIGNATED ONLY FOR ERECTION ON A SITE -BUILT PERMANENT FOUNDATION Q ~ J 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED. ~ U LJ 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL !n p C �- NY CERTIFICATION FOR MODULARS BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, z U z o YES X NO OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT U CU p TO TITLE II OF THE NATIONAL HOUSING ACT, AND4 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN z W � o ON A SITE -BUILT PERMANENT FOUNDATION. p (L1 � y 0 o a C7 TUU W .5 U �r rA SOV tiM RAFTERS @ 12' O.C. — — LJ sc FOR SNOW DRIFTING U -- ED w N m ED CL ---------------_--_- _ Z U N f ____ _ J ____________ O --------------- ---------------- 3 0 =1 C3 3� - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ xLl. ---------------------------------- ---------------------------------- r— -------- -- -- -- -- -- ----------- ----_ --- e F- -I ! F---� I — /-------- ` -- / -- / -- ` -- ` -- -- / ------ \ _-- \ --- :D v=i 2 w RO ONLY \ -- / _- / -- \ -- \ -- __ /-------- \ --___ \ __-_-_ IFOR ON- ! /--_--_---_ \ —_—_ / —_—_ / —_—_ \ \ — — — — / ______—_—_— \ ---_ \ h ! In I I ! SITE DOOR! - _-_-____ -- --_ __-_-_--____- ---- -__ 2 II___ _ ______ II — — — — — — — ------------------------------------------------------— -- o a ------------------------------------------------------------------ ----- ------------------------------------------------------------------- -- -- v, ----------- ------ -- -- -- -- -- -- --- ----------- -----------------—----------------------- --- c. m I I I o i x < z z W f w w z z o c)y r I I I F at a z u a •�,,, • 40I o Z V b � ---------------------- — ---- ------------L-------------------l------------- - - - - i C4q40 ~ o DECK, RAILING SHIPLOOSE STAIRS AND POSTS SIDING NJa �g htll ❑N—SITE BY OTHERS v�' o730e6••y �y e m 44 NOTE ACTUAL HOUSE MAY VARY FROM ELEVATION \N OoN MAY 2 72005 PG. A1.1 `l huh ,TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER, 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ON -12839M Y RAFTERS @ 12' O.C. FOR SNOW DRIFTING ---------------------------- --- -- -- ___ —------------ ____________________________________________________________ -----� _-_-_- ---- / \ ----------- ----------- ------ I r❑� r-------------- ❑� \\ -_-- _-_-_-_-_ \ LJ � InI--- - _ / ----------- ----------- ----- -------- --- -_ --IIS___________ - -- LL ❑ _____ ol \ _\ ll 11110- ______ II IIII I _____ _____ ________________________________________________ ____ II _________-_______-_______ ____________ __ __________________________________________________________ IL�J L�JI ___________________ R.O. ONLY FOR ON- SITE DOM SHIPLOOSE SIDING NOTE ACTUAL HOUSE MAY VARY FROM ELEVATION PG. A1,2 a m ('i _ti OD U Z z W Li o Q > Z O W Q ~ J H D W z Z C Z OU U CU W w o Z OD 0 (U H N ED 0 h ED U �hF ti4V V) `r W : O _ U w x r � my o � z x w Z O J N f W Q Y 00 O o 3cu 3 0 x LL n O o J N V) ov a 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ------------- ----------------- ------------------- --------------------- --------------------- --------------------- --------------------- --------------------- ------------------ 13 ------------------- --------------------- --------------------- --------------------- - - - - - - - - - - - - - - - - - - - - - ----------------------- l=== -- - - - - - - - - LEFT SIDE ELEVATION SHIPLOOSE SIDING NOTE ACTUAL HOUSE MAY VARY FROM ELEVATION DECK, RAILING STAIRS AND POSTS ON-SITE BY OTHERS QN-12839/NY PG. 41.3 Z = O Z Li z Li F J z o w � � w D q z U , O I V) U (U \ U7 I - z Co w 0 (1J W J a 0 a 0 n v 'TO THE HEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT L THIS FACTORY MANUFACTURED HOME TMH) PLAN HAS BEEN DERIVED Q N - 1 283 9 / N Y ON FROM A SYSTEM SET 6 LTH PLANS FACTUR S APPROVED BY DOS, z m WHICH APPLICATION N6 MEN MODIFIED MANUFACTURER'S W. N1168, = 0 Z DO WHICH HAS NOT BEEN NpplgE➢ IN ANY MAKER. DO 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 Z OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) ¢ ` AND IS IN FULL COMPLIANCE WITH THE ENERGY CODELil < \ Z w J z o w F- v, w z U Q z Z U OU (U \ V7 ~ O_ ru OJ 0 F Ly O 0- a cW _--_-- U :ham �r) LL __--_—_—_—_— _—_—__— ! U --------------------- W ----------------------- 2 n ------------------------- rn --------------------------- ON ----------------------------- C7 ...H (7 _________________________________ o z -- - - - - - - - - - - - - - - - - - - f >C �x ------------------------ ------------- -------------------------------------_-_-__ _-__---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--_-_-- _-_---- --------- - J Zv NY _-_-_----_-_--_--_--------------------------------- L'i o x q 0 ----------------------------------------------- - ________________________________= 3 0 00 �� - _- - - - - - - - - - _- - - - - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - F Li - - - - - _- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - _- - - - - - - - - - - - - - V 7 n C RO ------------------------------------------------ -- MAY272QQ4 y h.tT -------------------------------------------------- --,,,,,�pI1111a�,r, x y ------------------------------------------------- ,� . �� x a ---_—_—_—_—_—_--- • 70MBON � --------------------_—_—_— ------------ - ------------------------------------------------= q -- ----------------------------------------------- r ------------------------------------------ -- ------------------------ Oji, • : < a RIGHT SIDE ELEVATION 44V�Jc11I1�*��,,,, rc a c 4 a e W a a Z i SHIPLOOSE SIDING F �fNE Nprrr4 rc D a a a O I'V Y ii�h o � V 0. O C� o DECK, RAILING STAIRS AND POSTS ON-SITE BY OTHERS Fp'•.•• 0)9199,.•:'2 'ESS;ONP� 14111 NOTE:ACTUAL HOUSE MAY VARY FROM ELEVATION \ ti jN bo"MAY262009'G. A1.4 A`i� `'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUBGNENT L THIS FACTORY MANUFACTURED IOW (FMD PLAN WAS BEEN DERIVED FROM A SYSTEM SET OF FMR PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M168-02-074, MNAFACTURERS N1 MUGS, WHICH HAS NOT BEEN MODIFIED IN ANY MANER, P THE ENERGY PORTION OF FM PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AMID IS IN FULL COMPLIANCE WITH THE ENERGY CODE 2,-0' DATA PLATE, STATE LABEL AND PFS LABEL LOCATION II i 1,1! ; W2430 Bao t i % 1124 16'-10' HDR (3) R L ONLY (SECT. 4 -- 3'-0'x6'-8' IOL (3) 2x8 CSECT. 4 P6 • `�ili�f�l� lU ■ F-3/4' 1 '-10' Z CO 3' RADON --� /^\ BEDROOM #3 r FUT VT : i v 1 / \ 114.00 SQ, FT. 9.12 LIGHT REQ'D :D m a I BATH #1 I� \\ 4.56 VENT REQ'D ^� -- FD(TGUE • o 22.40 LIGHT PROV'D m • I RORdy 17.00 VENT PROV'D �Q. BEDROOM #2 145.31 SQ. FT. 11.63 LIGHT REQ'D S.Bl VENT REQ'D 22.40 LIGHT PROV'D nxrLAl:L 9 .�, o SPACESAVER MICROWAVE W m KITCHEN m 'a z DN i I ON-SITE BY OTHERS J o� 3 ii --� 6' V) N r o F -I 3'-0 1/2' 3 z U 0 CLO e Nv 5'17 1/%.'-0' ❑ ❑H ❑I x 1/2' - 9'-2'Ll FCLO HALL 17.00 VENT PROV'D cum ) 2x4 '-SPFB2 115 m - 14x24 . �1 2^a O. o 3'-0' LANDING 36' BARTOP STUDS SUPPORT 1/2' .�. FOYER • `�ili�f�l� lU a+ Z CO I _ ¢CON nxrLAl:L U J z LL y2y y W z o i I ON-SITE BY OTHERS J o� V) N r z U 0 `VAULTED ou cum 3y Lr) V) zOD0 B{ cu CEILING- V) .�. FOYER m y a PANELIZED GREAT ROOM 0 iu BEDROOM #1 U. m y4C'f DINING ROOM N lit X00 L) 0 O 184.01 S0. FT. _ ON w ti 0 147.20 SQ. FT. q "r 264.20 SQ. FT. I E m 14.72 LIGHT REQ'D N Too Nf 3 11.78 LIGHT REQ'I) ! 21.14 LIGHT REQ'D I 7.36 VENT REQ'D io Oy 5.89 VENT REO'D N 10.57 VENT REQ'D 1 m o� 22.40 LIGHT PROV'D 22.40 LIGHT PROV'D I 44.80 LIGHT PROV'D 1 v 17.00 VENT PROV'D 17.00 VENT PROV'D �I I 34.00 VENT PROV'D I 1 7'-7 1/2' I I 1 OD - - - - - - 1 -- - -12'-0' K6 1 j 14'-3 1/2' ONLY RAI srF 6'-0'x6'-8' N ca) 1 vrx7 v4' ML 0 11 EGRESS 11 VlND GIRT I O O 19 0' I I4'-3. 11MP. (3) LO SPF 02 (SECT. 4 PC 2% 10'- ' IB'- ' o N ----------- I - ---- OI 11 0 it 43'-4' R 501- ' I I;D i^ DECK ON-SITE BY OTHERS m 23'-6' / 27'-9' 32'- 36'- ' (TRAP® II' ✓ J WINDOWS RO UMN 1( I I ABOVE u>Vl vrx<I 1a• M4. 1/ .n,_n. . -.') 1. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY SIZED HEATING SYSTEM TO COVER A 79000 BTU LOSS 2. HEAT LOSS WAS CALCULATED WITH R-19 FLOOR INSULATION 3. MW WINDOWS TH ALL EXT. LOAD BEARING HDR'S, WITH SPAN OF 4'-5' OR ALL M/W HDR'S, WITH SPAN OF 4'-7' OR LESS LESS WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. BE SPECIFIED ACCORDING TO NEW CALCS MANUAL. ALL REQUIRED JACK STUDS SHOWN ARE 2x6 SPF #2. ( SECT. 4, PG. 100) ( SECT. 4, PG. 29 ) 4. 7/12 NON -STORAGE RAFTER @ 16' O.C. 9. 5. MARRIAGE WALL CLG. BEAM IN DINING ROOM/KITCHEN TO BE (4) 2x12 SPF #2 (SECT 4 PG. 100)10. 6, TACK ALL BASE MOULDING 11. 7. OMIT ALL FLOOR COVERINGS 12. 8. RAISE ALL DOORS AND CABINETS 1' FOR ON-SITE FLOORING 13. u QN-12839/NY N CKAGE 1 .&A...J 9v V,.• • • r9 hIV 'Yo �fMt W d a+ Z CO _ ¢CON U J z LL y2y y W z o J o� V) N r z U 0 4 ou cum 3y Lr) V) zOD0 cu V) CC O y a 0- 0 i R>4 1 0 y4C'f q rl I7 N lit L) 0 O _ ON w ti T q "r ro E z Zo J Too Nf 3 cu PJO Oy N o� 'TO THE HEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1. THIS FACTORY MANUFACTURED HOME (FMN) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMN PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074, MANUFACTURER'S W. M1168, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER 2. THE ENERGY PORTION OF FW PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ELEC. DROPS W/ 8' COILS I I 1 I I I ,1 I � I CHIMES (q i JILJ: 1. ALL BEDROOMS ARE ARC -FAULT PROTECTED 2. 3. 4. 5. CHIMES BOX AND BLOCK FOR PADDLE FANI I 0JBM IN LIZ FOR BSMTF SO I L____I ^( I to L_l'1J r �A.M 'w I -- -- F Imo___________ I I I I _________JI I I I I I I I I Tt2' i I I BOX AND BLOCK I I I FOR PADDLE PAN I I 1 I I I I I ---------J 8'-AM00BTU 10-55DO1171.1 BOX AND BLOCK I FOR PADDLE FANI I I I I I -----------J 1 CAT 5 �SHIPLOOSE HOT WATER BASEBOARD IN GREAT ROOM, KITCHEN, DINING AND FOYER i ADO NOT CUT FLOOR OR ATTACH TO WALLS QN-12639/NY • ,00 ob do 86 � . ` •♦ \ P P► MAY 2 7 200 W ti H z a In Z U Z 0 Q 0 OL EC C7 U V) W E] S A E3 J J W F. O+ z ro Q C W U J 2 Z 0- J U Z W ED J w w U ED �< - iU ~ 3 N co O N H O M LL OL OL n (7 m J N 7 -- £ J W �C 0! a W I PAN 2 4 W Tt2' I RO � I I o BOX AND BLOCK FOR PADDLE FRN .17 1 CAT 5 �SHIPLOOSE HOT WATER BASEBOARD IN GREAT ROOM, KITCHEN, DINING AND FOYER i ADO NOT CUT FLOOR OR ATTACH TO WALLS QN-12639/NY • ,00 ob do 86 � . ` •♦ \ P P► MAY 2 7 200 W ti H z a In Z U Z 0 Q 0 OL EC C7 U V) W E] S A E3 J J W F. O+ z ro Q C W U J 2 Z 0- J U Z W ED J w w U ED �< - iU ~ 3 N co O N H O M LL OL OL n (7 m J N 7 U z £ J W K a W 0! a W ¢ z 2 4 W Z 4¢ x W J O� o � b�N aoz A1.6 aha 'TO THE BEST OF NY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DDS, APPLICATION NO. M1168-02-074, MANUFACTURER'S N0. M1166, 'WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY PORTION OF FNH PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE QN-12839/NY FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. APEX HOMES WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. A` MAY 2 PG. A1,7 1. FOR ADDITIONAL INFORMATION SEE FOUNDATION TYP. DWG. A15 & A16 OF THIS SET 6. MAX ANCHOR BOLT SPACING 6'-0' O.C. (4'-0' O,C, MAX IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH) 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6' O.C, 7. WINDOWS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION 3, PIER FOOTINGS BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 4, CONCRETE COMPRESSIVE STRENGTH: 2500 PSI 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION 5. M OR S TYPE MORTAR TO BE USED U Z Z LJ Q J Z rV z o ED a � � z Z U Q ED I Z U N \ Ln O Z CC L O (U H a 0_ f: R: U tiyF 0 yqU W E ED D+ y 0 Z o J Z U J Q Y W Z J J 3 F o0 2m U H V) N �N 0 � rn a T cl 0 v LL a n ('7 0_ f cu oZ 0 V 52,_0' 1\ o g __________ _____________________ Rqm W VR 130 N ao% l El I I _____ I —_------1 r----------- • NOTE-------- i TDX8 LOCATIONS SHOWN TO BE VERIFIED AT PRODUCTION STAGE I TO STUD LOCATIONS REQUIRED. 1 L— _1' -----------------J N I I^ I I I I I 2�- 1' 4'-2' 4'-3 5'-1 5'-1' 5'-1' S'-1' S'-1' 5'-1' 5'-1' I I 5'-1' 1 I 1 01 (______I �______� I,______i (______i i______,I iI iI I______i Ii I •------ I I I C] J I Q I I 0 I I o I I 0 0 I I 0 I I I I I o I o I I Q I I I .8888__. LL 6220 I I I � I �______' 4335 9710 I I I � I I .8888__. �_ __. .8888__. LL 9100 9100 9100 I _ I .__ __0 8510 I I I I I .-_8510, .8888__. BSW 8510 I I .8888__. 8510 'o _ _ — _ — _ _ _ _ _ _ J F TL 7460 TL 5095 TL 12220 TL 11355 TL 11355 $B-` TL 11355 TL 10610 TL 10610 TL 10610 TL 10610 B I 30'x30' CONC. FOOTER W/3 1/2' I DIA. COLUMN I � I I I tib I � I I I N I I 12'-0' 18'-8' 20'-8' I — � I o I I _—__________i L__ F.______ __— _ 8888__—____� . [] I 0 o I � 8' MINIMUM CONCRETE WALLS 1 I L 1 L________ _J i__ I _________ __ __ I L _____________________________ I J ' to 8'-0' 12'-0' 20'-0' 201-0' FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. APEX HOMES WILL NOT ACCEPT ANY LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. A` MAY 2 PG. A1,7 1. FOR ADDITIONAL INFORMATION SEE FOUNDATION TYP. DWG. A15 & A16 OF THIS SET 6. MAX ANCHOR BOLT SPACING 6'-0' O.C. (4'-0' O,C, MAX IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH) 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6' O.C, 7. WINDOWS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION 3, PIER FOOTINGS BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 4, CONCRETE COMPRESSIVE STRENGTH: 2500 PSI 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION 5. M OR S TYPE MORTAR TO BE USED U Z Z LJ Q J Z rV z o ED a � � z Z U Q ED I Z U N \ Ln O Z CC L O (U H a 0_ f: R: U tiyF 0 yqU W E ED D+ y 0 Z o J Z U J Q Y W Z J J 3 F o0 2m U H V) N �N 0 � rn a T cl 0 v LL a n ('7 0_ f cu oZ 0 V V 1\ o g Rqm W VR N ao% l NZC 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT L THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMN PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION NO. M1168-02-074, MANUFACTURER'S NC. M1168, 'WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE QN-12839/NY N U Q O OH F N N Z J J < Q TB%8 P FLR 1,4 TD%B 8 PLR h a W W w d OP 0 406 ( . W �^ N° 1,60 I4AY27Pfl MAIN HOUSE. ROOF TO IST STORY WALL m MAIN HOUSE- IST STORY WALL z ('7 MAIN HOUSE, ROOF = Q 00 OU z� u WITHIN 6'-0' OF CORNER - RAFTER TO STUD STUD TO MASONRY / CONCRETE N z � � 7/16' OSB WITH BLOCKING WITH 0.131 � � o 1/2'0 ANLHI z o � STRUCTURALRAL CONNECTORR R5200 R 4 ' O.C. a � EXTERIOR PANEL NAILSS E 4' OL EDG E NAILING AND 6' } N Z U 0a WITH (14) fOtl NAILS IN EACH END) U (U PANEL EDGENAICI G \ Lo INTERMEDIATE SUPPORTS z N q o IN MASONRY Z H N 4i :I PANEL EDGE NAILING N H AR L (NO $ E VALU MAN HOUSES WALL I O NOT WITHIN OF CORNER - RAFTER TO STUD MAIN HOUSE IST STORY MODULE TO FOUNDATION t/2' GVH WITH t t/4' TYPE `Roo o O u w 144N a- TO SILL PLATE hOV Zr 32' O.L. USP HOLDODOU TD%8 WITH (3) 7/8'0 BOLTS IN rh W 1/2' WITH 1 1/4' TYPE S OR V 06 PANEL EDGE NAILING 12' O.C. AT PANE USP LATEAL PLATE TIE TYPE 1 INSTALLATIONAND o WITH (14) 10tl NAILS Q IN EACH END) u w _ ^ AGWBLL DRYWALL SCREWS P {' O.C. PANEL EDGE TS INTERMEDIATE SUPPORTS NMP4FAIL • 2Y O.C. WITH (6) Btl NAILS IN PERIMETER BAND AND (6] Rd NAiI S 1N fll I PI PTE o z Z O J J N E W 3 2 A J o o O Z CU F � A4 o~ � O n N J y N 3 1n C) v N U Q O OH F N N Z J J < Q TB%8 P FLR 1,4 TD%B 8 PLR h a W W w d OP 0 406 ( . W �^ N° 1,60 I4AY27Pfl MAIN HOUSE. ROOF TO IST STORY WALL MAIN HOUSE- IST STORY MODULE TO FOUNDATION MAIN HOUSE- IST STORY WALL - LEFT MAIN HOUSE, IST STORY WALL MAIN HOUSE, ROOF MAIN HOUSE- FLOOR MAIN HOUSE WITHIN 6'-0' OF CORNER - RAFTER TO STUD STUD TO MASONRY / CONCRETE EXTERIOR PANEL FRONT, REAR, RIGHT 7/16' OSB WITH BLOCKING WITH 0.131 x 3-1/4' 19/32' OSE WITH BLOCKING WITH 0.131 x 3-1/4' 1/2'0 ANLHI USP STRUCTURAL CONNECTOR RS200 E 16' D.C.USP STRUCTURALRAL CONNECTORR R5200 R 4 ' O.C. ]/16' OSB WITH B 3' O.0. EXTERIOR PANEL NAILSS E 4' OL EDG E NAILING AND 6' D.C. AT NAILS EQ.C. EDGE NAILING AND 6' O.C. AT MIN. EMBED. WITH (14) fOtl NAILS IN EACH END) WITH ( U 10dNAILSO IN EACHH END) PANEL EDGENAICI G ]/l6' OSB WITH Btl NAILS OL. INTERMEDIATE SUPPORTS INTERMEDIATE SUPPORTS IN MASONRY MAIN I HOUSE. ROOF TO IST STORY WALL OVERTURNING CONNECTIONS - INTERIOR PANEL PANEL EDGE NAILING N H AR L (NO $ E VALU MAN HOUSES WALL I SII➢IMG CONNECTIONS NOT WITHIN OF CORNER - RAFTER TO STUD MAIN HOUSE IST STORY MODULE TO FOUNDATION t/2' GVH WITH t t/4' TYPE S OR V 06 INTERIOR PANEL OSB WITH 0.131 x 3-1/4' NAILS • 6' O.C. MAIN HOUSE 1ST STORY MODULE TO SILL PLATE TURA USP STRUCTURAL CONNECTOR RS200 P 32' O.L. USP HOLDODOU TD%8 WITH (3) 7/8'0 BOLTS IN DRYWALL SCREWS 8 4' O.C. PANEL EDGE 1/2' WITH 1 1/4' TYPE S OR V 06 PANEL EDGE NAILING 12' O.C. AT PANE USP LATEAL PLATE TIE TYPE 1 INSTALLATIONAND WITH (14) 10tl NAILS Q IN EACH END) EACH 2x6 DOUBLE STUD AND (U 1'0 THREADED onn AGWBLL DRYWALL SCREWS P {' O.C. PANEL EDGE TS INTERMEDIATE SUPPORTS NMP4FAIL • 2Y O.C. WITH (6) Btl NAILS IN PERIMETER BAND AND (6] Rd NAiI S 1N fll I PI PTE O.C. WITH 12' 15'MIN. EMBED. WELLMOD HOMES CORPORA TION/CON STANT INE WATER PLUMBING VENT THRU RDDF 3' MIN. VENT STACK NOTE - VENT THRU ROOF CONNECTION TO BE COMPLETED IN FIELD BY BLDR/CONTRACTOR WATER STACK TO EXTEND 12' MIN. BELOW ROOF LINE AND BE WATER TIGHT THRU ROOF / 10' CONCRETE MASONRY UNITS OR POURED CONCRETE WALLS 8' (12 COARSE) PARGING COVERED WITH BITUMINOUS COAT BELOW GRADE NOTE, NO REDUCERS ALLOWED ON STACK WITHIN 12' OF UNDERSIDE OF ROOF ..`.. r ro ( . BY APEX BY BUILDER 26 GA STRAP WITH (3) M131 x 2-1/2' NAILS EACH END (3) 0.131' x 2-1/2' NAILS (PLATE TO PLATE) (4) 0.131' x 2-1/2' NAILS (TOP CHORD TO PLATE) �(6) 16d x 3-1/2' NAILS EACH END 26 GA STRAP WITH (8) 0.148' x 1-1/2' NAILS EACH END 26 GA STRAP WITH (8) 0.148' x 1-1/2' NAILS EACH END QN-12839/NY I'• V��j6� 4, RS 00 8 16' o.c. ALLOWABLE LOAD 875 lb CONTINUOUS RIDGE VENT (END PLUGS AND CONNECTORS INCLUDED) 26 GA STRAP WITH (3) 0.113' x 2-I/2' NAILS EACH END (4) 0.131' x 2-1/2' NAILS (PLATE TO PLATE) (4) 0.131' x 2-1/2' NAILS T¢s (TOP CHORD TO PLATE) REFER TO SUMMARY PAGES FOR HOLDDOWNS AND STRAPPING CONCRETE FOOTING PADS SEE INDIVIDUAL FOUNDATION PLANS FOR SIZE AND LOCATIONS 30 YR. ARCHITECTURAL SB ROOF FELT 7/16' OSB ROOF SHEATHING e \ MAINTAIN 2 - AIRFLOW 3-2x6 HDR WITH SOLID 1/2' PLYWOOD FILLER VAPOR BARRIER/ 2x6 STUDS 2xE BOTTOM PLATE V32' OSB UB FLOOR 2x30 JOISTS AT 16' o.c. 8' FIBERGLASS SILL SEALER BOLTS ED VINYL SOFFIT ALL EAVE OVERHANGS) 1EXT. SIDING 4/4 VINYL -2x6 STUDS TDX8 ALLOWABLE O _ LOAD 6691 Ib SHEATHING 7/16' OSB �MSTAM36 2 48-o.c. ALLOWABLE LOAD 1870 Ib —MP4F Q 48' o.c. ALLOWABLE LOAD 725 Ib TREATED SILL PLATE NOTE. ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED 6 INSTALLED ON SITE UNLESS SPECIFIED ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE 2tl2 M K R .COSTS ! 16. OG DHL. 2x4 1/2' GW TOP PLATE zml 2x4 STUD m 2x4 BOTTOM PLATE 240 SPP M2 AT 16' o.c. 3 1/2' DIA PIPE COLUMN BASEMENT FOUNDATION WALL FOR BASEMENT FOUNDATION ON SITE BY OTHERS. SEE FOUNDATION DETAILS (ON SITE BY OTHERS) BASEMENT STAIRS ARE DESIGNED BASED ON 12 COARSE BASEMENT WALL WITH FLOOR POURED ONTO FOOTINGS AS SHOWN. IT SHALL BE THE RESPONSIBILITY DF THE BUILDER TO INFORM APEX HOMES IF THIS APPLICATION IS DEVIATED FROM. 4- POURED CONCRETE FLOOR REFER TO SUMMARY PAGES FOR HOLDDOWNS AND STRAPPING CONCRETE FOOTING PADS SEE INDIVIDUAL FOUNDATION PLANS FOR SIZE AND LOCATIONS 30 YR. ARCHITECTURAL SB ROOF FELT 7/16' OSB ROOF SHEATHING e \ MAINTAIN 2 - AIRFLOW 3-2x6 HDR WITH SOLID 1/2' PLYWOOD FILLER VAPOR BARRIER/ 2x6 STUDS 2xE BOTTOM PLATE V32' OSB UB FLOOR 2x30 JOISTS AT 16' o.c. 8' FIBERGLASS SILL SEALER BOLTS ED VINYL SOFFIT ALL EAVE OVERHANGS) 1EXT. SIDING 4/4 VINYL -2x6 STUDS TDX8 ALLOWABLE O _ LOAD 6691 Ib SHEATHING 7/16' OSB �MSTAM36 2 48-o.c. ALLOWABLE LOAD 1870 Ib —MP4F Q 48' o.c. ALLOWABLE LOAD 725 Ib TREATED SILL PLATE NOTE. ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED 6 INSTALLED ON SITE UNLESS SPECIFIED ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE WELLM❑D HOMES C❑RP❑RATI❑N/C❑NSTANTINE (3) 1 1/2'x14' ML QN-12839/NY MAY 2 7 2005 9K SLL Sl I L LKLU I lUN HAND BUUK h UK h AS I LNINV r�P�o, 2852 -CUSTOM RANCH ALL MATERIALS ARE SPF #2 OR BETTER UNLESS OTHERWISE NOTED SEE ACTUAL FLOOR PLAN FOR SPECIFIC GIRDERS AND FLOOR JOIST .00ZPEX PSRFlrTroR 20'-0' WIDE 9/12 PITCH ffo fES, INC. DRAWNBY, DATE,, ME ND SCADWP 5-3-05 SCALE -o' acviM 12839RA 3' A l7 �O P N NOTE TO OWNER: THIS SHOP DRAWING SHALL BE REVIEWED AND RETURNED TO SWHV SIGNED AS 'APPROVED' PRIOR TO FABRICATION. OWNER OR OWNER REPRESENTATIVE SHALL VERIFY THAT LAYOUT DIMENSIONS, ROUGH OPENINGS. TOP OF WALL ELEVATIONS. LEDGE ELEVATIONS. LOAD CAPACITY OF WALL AND POINT SUPPORTS MEET PROJECT REQUIREMENTS. OWNER OR OWNER REPRESENTATIVE SHALL VARIFY SOIL PRIOR TO INSTALLATION OF THE SUPERIOR WALL SYSTEM. PLEASE MARK CRANE LOCATION(S) WITH AN "X" - 20' 60' 52' 3' _--� 7,6„ ENTIRE FOUNDATION EXCLUDING WALLS WITH LEDGE j EXTERIOR LATHE STRIPS FROM T.O.W. DOWN 3'-6" NOTES: -----"-------------- A.> WINDOW R.O. 36'W x 21"H 6"HEADER B.> ENTRY DOOR R.O. 3'-1'W x 7'-0'H 10'HEADER C.> WINDOW R.O. 2'-1'W x 3'-D'H 6'HEADER D.> WINDOW R.O. 2'-1'W x 5'-0'H 6'HEADER E.> WINDOW R.O. 36'W x 36'H 6 -HEADER F.> 2 STUDS BOXED DIMENSIONS TO BE VERIFIED/PROVIDED BY OTHERS WALL THICKNESS - 10 1/1' 2 STUDS BELOW BEAM POCKETS UNLESS OTHERWISE SPECIFIED (CAPACITY = 13,0001.1b( ALL PANELS INCLUDE 1' DOW BLUEBOARD INSULATION Superior Walls of the Hudson Valley. Inc. 68 Violet Avenue. Poughkeepsie. NY 12601 (815)185-/033 Fax:(815)485-2501 E-mail: InfoO swhv.com Website: www.swhV.com APPROVAL FOR PRODUCTION Approvetl Date x_---------- Approved as Noted Date NO71C E: Builtler is repsonsibla for all site preparations Including a minimum of 6" clean 1/2" diameter crushed stone. Sub footing to be 30' wide, centered under wall. Base of sub footing is to be below frostline and drained to daylight. Follow site prep. booklet by SWA. Builder to provide minimum soll bearing = 1 TSF. --------------------------------- JobNo.: Q 1 1780 Wellmotl Custom Homes East Road Matituck, NY Date: 917105 Revised: 9-15-05 Sheet 1 of 1 A SEAL ON THIS PLAN CONFIRMS THAT THIS SUPERIOR WALLS FOUNDATION IS ADEQUATE TO SUPPORT THE STRUCTURE ABOVE gi� c's�se+re4eS+e�'rnP\ I p 14'1 36"H RAILING (TYP) AT TOP OF WALL DRY ELL 1 UP —y- (TYP) I I i-8" — 4$.J" PC r05770& C:W2_14 *4l�8hR _ -- 12.1 I 521 �— REFER TO PLANS PROVIDED BY SUPERIOR WALLS FOR REQUIRED FOOTING AND FOUNDATION WALL DETAILS. T up 4. , I - r- - Z-1 I—�-- 4'-Z' - 4'.3" 1, 6'-i" -- VI- _— - — 6•-1• 6'-1 — 5'-1 '1-- 5' 1' -- _ 5'-1 --'� 6' 1"� 'I 60'-0" _ e-0" — _. _..__ _____--- 12•_0^ ---_ 20'-0" —_------ . a—_4• -rye � �s. — --- -- —, I �- — - -_--- --- - � — — ,- 2' 0 3'_6•• - q, 3., — _ 4�-6" 4._3.� 3.�,• o --II L,_ •� — ___ — _ ----- _--—_ N- -. H S_2 DECKAND STAIRS v 12" DIA. P.C. PIER MIN. _3e" BELOW GRADE - '� r , •— 1/2" ANCHOR BOLT TO -_. __. - -J 1" EXPOSURE m m I I 20'4' 2 0" 14'_1" — CELLAR AREA 1575 sq It Of NEK, or XV ) u: w J 0 05610 �� 2 �OFESSIONP I _— SITE -BUILT STRUCTURES: FOUNDATION PROPOSED CONSTANTINE RESIDENCE WELLMOD JOB #136 WELLMOD HOMES CORPORATION NOTE: The drawings, designs, specifications and other information contained GEORGE B. MICHOS, P.E. Lot #109 East 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 capacity 101 Longfellow Road S1 SCTM #1000-106-03-11FILE: Trailhead48 - 9/19/05 (631) 929-7216 E -Mail: info@wellmod.com without the prior written permission of WellMod Homes. Port Jefferson, NY 11777 - -- - TR STEPS TO GRADE 1-----5'-0" ---- SITE -BUILT STRUCTURES: DECKING ^ PROPOSED CONSTANTINE RESIDENCE WELLMOD JOB #136 S/ Lot #109 East Road, Mattduck, NY SCALE: 3/16 1'-0 SCTM #1000-106-03-11 FILE: Trailhead4B - 9/19/05 WELLMOD HOMES CORPORATION NOTE: The drawings, designs, specifications and other information contained 21 East Amber Lane, Wading River, NY 11792 herein are the property of WeIIMod Homes and may not be used in any capacity (631) 929-7216 E -Mail: info@wellmod.com without the prior written permission of WeIIMod Homes. GEORGE B. MICHOS, P.E. 101 Longfellow Road Port Jefferson, NY 11777 . i 2x4 WALLS @ 16" OC , 7/16" OS8 SHEATHING GARAGE FOOTING: III ; f SII VINYL SIDING OVER H� WRAP 6"H x 16' W continuous poured 5/8" ANCHOR BOLTS BARRIER --_ -concrete with 2 courses #4 tetter 28" OC MAX minimum Y -OP below grade L, GARAGE WALL: J I �I, h SEE FOR S 4L -- to with 2 DETAIL } _ 4'-0"H x 8"W poured cancra I '., ''. I I - STRAPPING Courses #4 rebar at top Of well I _ 2X8 ROOF RAFTERS 0 16" OC 'I III III -- -- -- WITH 2X4 COLLAR TIES Lift 16" OC r 3 rt r & TYPICAL ROOF CONSTRUCTION. _DROP WALL FOR ASPHALT SHINGLES OVER 15# CONIC,4 m FELT OVER 7/16" OSB SHEATING STOOP 1 11-� 3868 DOORWAY 3088 STEEL a INSULATED DOOR _ = DOOR I TYP) o GARAGE SLAB: i5 I 4" poured concrete with wire mesh reinforcement 1 DROP WALL FOR j L, III 16080 DOORWAY i. SIMPSON#HPAHD22 IMBEDDED STRAPPING'r, r_L � : P GARAGE DO OYP) _ I-i6VVz8'H ROLLU - OR - "-I - CONE APRON - 21 - - - SIF — 2'6 r.. - s - _ _ 8, _- 2,6 1 p.d DETACHED GARAGE FOUNDATION I_— i. HPAH1022 maybe embedded 4' into the slab and 6' into the 8' stemwall beneath for a maximum load of 2810 lbs. at 8' minimum from the closest corner, and 1200 lbs. at 5. from the closest corner (like installation 4). 2. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed: reduce where other loads govern. 3. 16d sinkers (9 ga x 31h') or 10d commons may be substituted for specified 16d 4. Minimum nail end distance to prevent spurting 1s iux me nail ulamecer, or ire for 16d nails. 5. Calculate loads using straight line interpolation for corner distances between h' and 8'. 6. optional fastener holes are provided on selected products. Because the product is limited by the concrete foundation, you may not need to install optional fasteners. 7. Strap may be bent one full cycle. a. Rim Joist application: see Installation 3 for corner condition. 2 xEMBEDMENT DEPTH+12'MIN. REBARLENGTH INSTALLATION 1 Typical HPAHD Single Pour Edge Installation INSTALLATION 2 Typical HPAHD Single Pour Corner and O' M I N REBAP Endwall Installation LENGTH CLIMATIC AND GEOGRAPHIC OE51GN CRITERIA GROUND 5NOW 145 P5P AvgI WIND SPEED (mph) Model Min Stem Embed. Nails Ult C L SEVERE peCodL No. Wall Depth rR05T 2000 psi SUBJECT LINE N11. TO DErTH TERMITE MOD -TO DAMAGE 8 HEAVY .. yRr�1•.r,>'tr ..: DECAY MODERATE wwrER o D[51GN I I .t6Q; ice s uelD UNDCRUY' YE5 MENT REQUIRED BLOOD N/A HisAROs SINGLE POUR PAH 6 12-t6d 5891 920 920 2030 2030 1225 1225 2205 2205 16-16d 8555 1050 1050 2715 2715 1400 1400 2945 2945 42 8 6'h" 20 6 16-16d 9494 i"1315 *^'1315` . �` .3335' ='_ 75Q' '.=.1750" 3335'"- -x3335> HPAHD22 10" 8 23-16d 14420 12036.... 745;. :';4745"' 'S221Q, '2210.::4875-1 ;'511303r TWO POUR 1225 2205 2205 6 12-16d 5891 920 920 2030 2030 1225 PAH042 a 6,h. 12-16d 8555 1050 1 1050 1 2305 L 2715 1 1400 1 1400 1 2305 12765 20 6 16-16d 9494 ?`131 r: �A315> °{' £•3335 ". 7750 ' r 1750 �. 3335 9335•,s HPAHD22 8 10' 19-16d 144202o3Qs: ' 2l}330 '� M6�6 : yaT45,a 12210' .`-.2210..i. 4030 -4035,;; 6 r " 16-16d 9494 2455 2455 1 3335 3335 2455 2455 1 3335 3335 8,20 HPAHD22-2P 8 14�fe 23-16d 14420 2455 2455 4745 4745 2455 2455 4875 5160 i. HPAH1022 maybe embedded 4' into the slab and 6' into the 8' stemwall beneath for a maximum load of 2810 lbs. at 8' minimum from the closest corner, and 1200 lbs. at 5. from the closest corner (like installation 4). 2. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed: reduce where other loads govern. 3. 16d sinkers (9 ga x 31h') or 10d commons may be substituted for specified 16d 4. Minimum nail end distance to prevent spurting 1s iux me nail ulamecer, or ire for 16d nails. 5. Calculate loads using straight line interpolation for corner distances between h' and 8'. 6. optional fastener holes are provided on selected products. Because the product is limited by the concrete foundation, you may not need to install optional fasteners. 7. Strap may be bent one full cycle. a. Rim Joist application: see Installation 3 for corner condition. 2 xEMBEDMENT DEPTH+12'MIN. REBARLENGTH INSTALLATION 1 Typical HPAHD Single Pour Edge Installation INSTALLATION 2 Typical HPAHD Single Pour Corner and O' M I N REBAP Endwall Installation LENGTH CLIMATIC AND GEOGRAPHIC OE51GN CRITERIA GROUND 5NOW 145 P5P LOAD WIND SPEED (mph) 5E15MIC De51GN CATEGORY C STM- SEVERE ERING rR05T SUBJECT LINE 3'-0' TO DErTH TERMITE MOD -TO DAMAGE APOM HEAVY SLIGHT TO DECAY MODERATE wwrER o D[51GN I I TCMF ice s uelD UNDCRUY' YE5 MENT REQUIRED BLOOD N/A HisAROs ONE 15M FiEBAR IN SHEAR CANE 12' MIN. REBAR LENGTH FROM EC � - OF STPA :ORNER CODE'ANALYSIS r IY__..SLtiNCY� DeTINCII ROUES. Snal MEMpE 5TANOARDS: KC51DENTAL CODE Or NEW YORK 5TATC WOOD Fil CON5TRUCTICH MANUAL. A/' 1 FA 1995 EDITION CUMATEICNC: IID DCGl= DAYS: 5750 DESIGN r ATTIC! 20 r5F RCOM5 OTnER THAN 5LCEFING R0Cv45 40 r5r 5LECrING ROOM5 30 r5r 5TAR5 40 r5f HANORAL5 2000 ROOF 45 r5f (GROUND 5NCW LOAD) DA51C WIND 5FE110 I7ax�p4Y UrUPT '31 Q.Sfir DEAD LOAD5 I O e9F DEFLECTION ulvili RAfrea wl n N r9+1sne0 celUNGATTACNEO 0160 FLOORS Us" SITE -BUILT STRUCTURES: DETACHED GARAGE PROPOSED CONSTANTINE RESIDENCE WELLMOD JO8 #136 WELLMOD HOMES CORPORATION NOTE: The drawings, designs, specifications and other information contained GEORGE B. MICHOS, P.E. ^ -- -- -- Lot #109 East Road, Matthuck, NY SCALE: 3/16 - V-0 Port Jefferson, NY 11777 21 East Amber Lane, Wading River, NY 11792 herein are the property of WeIIMod Homes and may not be used in any capacity 101 Longfellow Road VV SCTM #1 OOG-106-03-11 FILE. Trailhead4- - 9/19/05 (631) 929-7216 E -Mail: info@wellmod.com without the prior written permission of WeIIMod Homes. S 3ra"N Rs�wN� (Type CONTINUOUS PLYWOOD SHEATHING 15# FELT OR EQUAL FLASHING O THRU-BOLT 'l.$Qi T1Z r`S@Ib"�- LI_'DC1z NOTE: The drawings, designs, specifications and other information contained ,.... . 1 o l LW.CrEb I` -n i1Dt15E 2xt�T1z SILL 4.450(t An/D FtFkSNt - 4'-0" to 8'-0" / C520 &aw 24" / STt�tG1AJS u� DER (2) 248 PROVIDE 9" LL 01) (11bDUL4Q 8LK BEPM .fR �jZ (2)'L*$ GALVJOIST Wood Screws 16" 1,R CAaWIZ HANGERS 12" ------ - -- TYP. SIS' 41c7z 6oLT M&X 243"o,c. - {+/Z ! eX PE Ft*"-wa r-+IONME ,,t1 4*+GALV. -� PROVIDE POST BASE TR _PRESSURE GGALV. POST AND GIRDER TREATED POST ONNEC7ION 9C lulC}LL 12 big MIM. 3Ic" ', P.C, i3cIDW EVADE ! PI tYl SITE -BUILT STRUCTURES: DETAILS S4 PROPOSED CONSTANTINE RESIDENCE Lot #109 East Road, Mattituck, NY SCTM #1000-106-03-11 P1.4 POOP 5.-1eATHa,G to 6E How SAzv 15 I BUi4DING MT GLJ55 ROOF 5"NGLES WIND-BORNE DEBRIS PROTECTION Glazed openings shall be protected from wind-borne debris using wood structural panels with a minimum thickness of 7/16" and a maximum span of 8'-0". Panels shall be precut to cover the glazed openings with attachment hardware provided in accordance with Table R301.2.1.2 of the Residential Building Code of New York State below. RESIDENTUIL BUILDING CODE OF NEW YORK STATE TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS NOTES: 1. This table is based on 110mph wind speeds and a 33 R. mean roof height. 2. Fasteners shall be installed at opposing ends of the panels. 3. Nails shall be 10d common of 12d box nails. 4. Screws attached to masonry or masonry/stucco shall utilize vibration - resistant anchors having a minimum withdrawal capacity of 490 pounds. m CAP 5hWSAArM I.Or . 209. S'M&S" ev"N ttAtM 1{tlt$ EAgi"W CH111tY COILtR Il5 ® 1 Lb,C. ad a atfm �ad a M1s AND me Snubs NDS M3 104. [-1 /P NW4 W pLATE M) 141 x 1- 1/2" #*" W SRJo t t J O ~� 0661tl6 fl+d ( � �OFE3ti10M�� WELLMOD JOB #136 FASTENERSPACING NOTE: The drawings, designs, specifications and other information contained FASTENER Pane Span Panel pan PanalSpan TYPE To 4'-0" 4'-0" to 8'-0" 8'-0" to 8'-0" 2-1/2" #6 Wood Screws 16" 12" 9" 2-1/2" #8 Wood Screws 16" 16" 12" NOTES: 1. This table is based on 110mph wind speeds and a 33 R. mean roof height. 2. Fasteners shall be installed at opposing ends of the panels. 3. Nails shall be 10d common of 12d box nails. 4. Screws attached to masonry or masonry/stucco shall utilize vibration - resistant anchors having a minimum withdrawal capacity of 490 pounds. m CAP 5hWSAArM I.Or . 209. S'M&S" ev"N ttAtM 1{tlt$ EAgi"W CH111tY COILtR Il5 ® 1 Lb,C. ad a atfm �ad a M1s AND me Snubs NDS M3 104. [-1 /P NW4 W pLATE M) 141 x 1- 1/2" #*" W SRJo t t J O ~� 0661tl6 fl+d ( � �OFE3ti10M�� WELLMOD JOB #136 WELLMOD HOMES CORPORATION NOTE: The drawings, designs, specifications and other information contained GEORGE B. MICHOS, P.E. - __—-. SCALE: 3/16 1'-0' 21 East Amber Lane, Wading River, NY 11792 herein are the property of We11Mod Homes and may not be used in any capacity 101 Longfellow Road FILE: Trailhead4B - 9/19/05 (631) 929-7216 E -Mail: info@wellmod.com without the prior written permission of WellMod Homes. Port Jefferson, NY 11777 RANCH (DWG. 33) TWO STORY (DWG 32) DRAWING INDEX BI -LEVEL (DWG. 3]) T -RANCH (DV6. 31) TWO FAMILY RANCH OlWG. 30 TWO FAMILY BI -LEVEL (DWG 3J) DESIGN BASIS TRUSSES - 16. O.C. - 60 PSF TOP CHORD LIVE LOAD 10 PSF TOP CH32D DEAD LOAD 15 PSF BOTTOM CHORD LIVE LOAD 7.5 PSF BOTTOM CHBI(D DEAD LOAD 24. O.C. - 40 PSF TOP CHORD LIVE LOAD 6.7 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHQ(D LIVE LOAD 5 PSF BOTTOM CHORD DEAD LOAD RAFTERS - 40/45, 60/65, L 80/85 G.S.L. (WORST CASE) 10 PSF - DEAD LOAD CEILING JOISTS (STORAGE), 20 PSF - LIVE LOAD 10 PSF DR ACTUAL WEIGHT . DEAD LOAD FLOORS (NON -SLEEPING AREA) - 40 PSP • LIVE LOAD 10 PSF OR ACTUAL WEIGHT - DEAD LOAD FLOORS (SLEEPING AREA), 30 PSF - LIVE LOAD 10 PSF OR ACTUAL WEIGHT - DEAD LOAD WIND LOAD, AS PER ASCE 7-98 SEE CALCULATIONS MANUAL APPENDIX 'C' UPLIFT - AS PER ASCE 7-98 SEE CALCULATIONS MANUAL APPENDIX 'C' L 'E' UNBALANCED SNOW FACTOR, 1.5 ALL CASES WIND SPEED, AS PER ASCE 7-98 90 AND 120 MPH AT 3 SECOND GUST DESIGN CRITERIA CONSTRUCTION TYPE: VB USE GROUP: R-3 OCCUPANT ONE AND TWO FAMILY DWELLINGS HOUSE TO BE ERECTED AT SOUTHLD, NY. - SUFFOLK COUNTY 45 LB. SNOW ZONE 120 MPH, WIND ZONE ( 3 SEC. GUST ) 37 PSF, WIND LOAD SEISMIC DESIGN CATEGORY - B T -SPLIT LEVEL A-1 (DVG. 3.1) TWO STORY/TWO FAMILY (DVG. 3.2) SINGLE STORY/TWO FAMILY (OFFSET) (DVG. 11) TWO STORY/TWO FAMILY (OFFSET) NMT as TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, 2002 EDITION AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, 503, 504, AND 505. IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWNG BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION • ALTERED BY " FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. / THE PEXA' OF #7p�Y v PERFECTION ffoff s. INC. 247 US HIGHWAY 522 N, MIDDLEBURG, PA 17842 (570) 837-2333 I Manufacturers No. M 1168 1 FIELD INSPECTION NOTE THE LOCAL BUILDING CODE ENFORCEMENT OFFICER SHALL APPROVE SITE REQUIRED FIELD BUILT WALLS BETWEEN DWELLINGS, COMPLETION OF FIRE RATED ASSEMBLIES ABOVE CEILINGS L UNDER FLOORS, HANDRAILS FIELD INSTALLED L ALL WORK DONE ON-SITE GENERAL NOTES ARE THE PROPERTY OF KEPT CONFIDENTIAL. 1 A SPLIT LEVEL (DWG. 3.1) TWO STORY/TWO FAMILY (DW& 32) 3 -BOX WIDE RANCH Gwa 3m (DWG. 32) CAPE w/ SHED DORMER CIVIL 32) 3 -BOX WIDE TWO STORY SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL' NEW YORK STATE CODE CONFORMANCE, THE METHODS USE OF THESE I THE ENERGY CONSERVATION CONSTRUCTION C OF NEW YORK STATE !D.EFTt THE RESIDENTIAL CDDE OF NEW YORK STATE 'UN -SITE', UR 'BY BUILDER' SHALL BE THE RESPONSIBILITY OF THE 'GENERAL CONTRACTOR'. THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCES. ALL 24' VIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 23'-B', AMID ALL 28' WIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 27'-6'. AND ALL 32' VIDE MODELS ACTUAL DIMENSION FROM THE OUTSIDE FACE OF WALL FRAMING IS 31'-6'. THE THIRD PARTY AGENCY SHALL BE PFS CORPORATION LABELS SHALL BE LOCATED AS FOLLOWS, STATE INSIGNIA, DATA MID THIRD PARTY LABELS SHALL BE MOUNTED ON VALL BELOW KITCHEN SINK. SNOW LOADING PER INDIVIDUAL SUBMITTAL SHALL BE LOCATED ON FLOOR PLAN NOTE& 1, THESE PLANS REFLECT TYPICAL DIMENSIONS, LUMBER GRADES, SPECIES An SIZES ONLY. REFER TO INDIVIDUAL PLANS AND CALCULATIONS MANUAL SHOULD BE CONSULTED 2. FACTORY BURT PORTIONS ONLY. 3. INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECcheck REPORT (INCLUDING THE INSPECTION CHECKLIST) OF_NEW Jl AoifXES, ® INC. B47 DB e)C oD N. 3BBBB !L I>IY NDn— (s»I ssmw w Ba>-arN p" m COVER SHEET - IRC BSL/DRP BA (, 1B JAN 0 MY w RTP YL [ 6(tlL 01 NPt evuem0 m RANCH BI -LEVEL NOTES, 1. SIDING SHOWN 1S 4.1 OTHER SIDING IS AVAILABLE) OPTIONAL VINYL- PERFECTION SHINGLES, HALF -ROUND SHINGLES, RANDOM HAND -SPLIT SHAKES 2. EXTERIOR LIGHT(O( LIGHTS) TO BE SHIPPED LOOSE FDR ON-SITE INSTALLATION BY BUILDER TO PRE-VIRED BOX OR PIG-TAIL(PULLVIRE) (1 REQUIRED PER DOOR) 3. SIDING FOR ENDS AND BUTTON ROW IS SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER 4. HANDRAILS, STOOPS, STAIRS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY BUILDER IN ACCORDANCE WITH STATE L LOCAL CODES S. ALL ELEVATIONS ARE SHOWN WITH A 5/12 ROOF PITCH. SEE ROOF SYSTEMS DETAILS FOR OTHER AVAILABLE ROOFS 6. SHUTTERS, CROSSHEADS, DECORATIVE WINDOW PANELS. FYPON PRODUCTS, AND VENTS ARE DELS 7. STORM DRAIN OPTIONAL D ON ALL ]WHEN ONE ROOF PITCHES TOWARD ANOTHER. (ON-SITE BY BUILDER) B. BASEMENT WINDOWS ARE OPTIONAL FOR ON-SITE INSTALLATION BY BUILDER WITH MINIMAL SIZE REQUIREMENTS AS PER SECTION R310 OF THE RESIDENTIAL CODE 13F W YMX STATE, SILL9. ROOFS DESIGNED AT 40/45, 60/65�OR W/B5Y NOTE PSSFF LIVER LOAD SF PER LOCATION OF HOME REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R3012(5) 10. THE NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOM PLAN) GRILLES OA ARE OPTILi SIZES, TYPES AND STYLES NAY VARY SEE WINDOW SCHEDULE 11. MASONRY VENEER OR OTHER FOUNDATION FACING FURNISHED INSTALLED ON-SITE BY BUILDER 12. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE AT A MIN. T -O' ABOVE THE HIGHEST POINT WHERE THEY PASS THROUGH THE ROY LINE AND A MIN OF 2-0' HIGHER THAN ANY PORTION OF A BUILDING WITHIN m' -D' (CHIMNEYS TO BE INSTALLED ON-SITE BY BU)LDER) 13. IN ATTIC L ENCLOSED RAFTER SPACES, THE MINIMUM VENTILATING AREA SMALL BE 1/150 OF THE AREA lY SPACE VENTILATED, EXCEPT IT MAY BE REDUCED TO 1/300 IF AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTS AT LEAST 3'-D' ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF REWIRED VENTVENTS 14. WHEN I AA CORNICETION PROVIDED BY EAVE 13R TWO S70RY UNIT IS ADJACENT TO ASINGLE STORY UNIT (Lt. TWO STORY MODEL WITH ATTACHED GARAGE) THE SPACING OF THE TRUSS/RAFTERS OF THE SINGLE STORY UNIT SHALL BE SPACED AT l2' O,C. WHERE THE TWO UNITS MEET, EXTENDING AWAY FROM THE TWO STORY UFaT 10'-0' 15. EXTERIOR GFI RECEPTACLE WEATHER PROOFEDISEE STATE CODE FOR LOCATION REQUIREMENT i6, ELEVATIONS SHOWN ARE RIGHT SIDE, LEFT SIDE ELEVATIONS ARE SIMILAR 7. PATED DOORS ARE STANDARD ACCORDING TO FLOOR PLAN] SEE DOM SCHEDULE It ALL DRAIN AND WASTE VENTS SHALL OY L TERMINATE A MIN OF 12' ABOVE THE R TOMM(D TBI(. CPI TT I WU S1uKY UX IWU STURY DUPLEX DARY Ot �B CDEEt Y �(p�, Bvuomo m IVImMn / Y' nim RiOML MP t� 1 � \ 16 NOM4K.1 IlM4 R w IY VP190 OOIM u WIOL mmI AvAUAKE n o -LL YLR LEyp, MO TVD ERp(Y M9ELE R1DML plop GYLL O IWO l'OIWI esnt(Nm0 m NNlOMp 'SP/ RESERVED FUR THE NEW YORK STATE STAMP R APPROVAL - • • 2 7 2009 / 22W PLA! OP .loLjly / /z PL.VlCl7dY fojvEs,. INC. 247 OS IT" 622N, AUDDL2BOBC, PA 178" (670}887-2166 PAI 887-0200 TYPICAL ELEVATIONS - IRC 18 JAN 03 A2 RANCH/DUPLEX arr•cros m n: amro � wm ostrun ofmE x Ana aE Q r -r mm �r arai mom a rcTW1 im¢ uwr wm vu rnmc A w-ra m arra owe ac Man, roa • uar vmi w nmrwr•crun rruso � nnra vru rm aran rvr vrmw� nanrEs eaiuomo m rvuawn SPLIT LEVEL REAR ELEV , smx. T, r%rein. m arc as �,.,. ao osn TWO STORY OR TWO STORY DUPLEX U V U U om 3 BOX WIDE UNITS • rnai �+� �mn rorrna m mw nxn¢r a uan- ,., r.e-.. uuTs, vnmws, n®s �rs xm emrs vu t •aruaro m nmrt a w• rf oars REAR ELEV .o, wE u¢rs 'VP PESEM® M n I T STATE STN 6 MPRp - ,ttttsoll//I,•• •'�� 1J.4% ,�I Aob ✓� i • 'M • tv 10 s o f • � • �j,� i•(s s • '#*sei+`,�i�jyA�*, FAAY 27 `+Jus m m s . Joaar Hvw. ri 17a (mHn-aav i�r u>-sta• TYPICAL ELEVATIONS — IRC rm� � we w BSL/DRP 18 JAN D3 A3 OPTIONAL PORCH ROOF OPTIONAL CARPORT OPTIONAL WINGED GAHLL m wr vw OPTIONAL DORMER CAPE ROOF ELEVATION SSL aA 12 , n Hera R AT OPTIONAL GARAGE lora ww[ a t trop AO um[11 L a11i�..v m m ,u m Arun ort °iim'rzM1Ot`� uT. 'SPALL SiSL4VLD f TIL SLY Y STAn VW 6 MPRO ' • $066 ro .iur r .rusLno. ZT s Ln W m star JUP S VXC .A 17 w OPTIONAL ELEVATIONS - IRC BSI./DRP IMM18 JAN o3 . A rc n A4 w 1 MY Kr TWE LIWL W.Y K I IpfAIFD f0 KQfF51 K. i WTn®1 LO( LOO W I NL TFAMM mAntTo( vAu O:-1 IIL 6 DTIEaIOt LOI L•O f - ITK f fro >a>m 0 Lb&im __ MASTER FLOOR PLAN Au mL 1lOM AILL LLMKR AmVLL nmt AV vLL K WC I1•S1 TTK K AVA1lAl2 IBT TOE PLAN MY K KL'(PKD W QTSI K6.tT01 N pKT. 1. 1N IIE CMPCTT O VMM MME Mwm MUM EMM li �V•�ii M. MILLNI.IL I I. 'AIK M ETV! NOK TMW (a KSGCI 9 NAK A NMLLRAIL M RAILIM PAAALLil M M ttue SLINK M AT LEW ID SIM IALLK IG()l VK5 ARE RfT1 TI MIUW IL KOIIIKI M L SIKE K LTAIK L 1V SIJ1fAR W N AILS AILL MILT= TiMLL K K(T L6E 111A11 Z' KR KIn 1MW %' IM Klfl(T AIP[ M RIDI f1 116/J L[Y6 W ttAl• IWS. TK KIW! L K 1fASlA1p LIKCRY KOWC TK RI= FACIE S 6FKA116 KTEmI IW6•AIU " PPPOTTIK •ALLS CYLL AOT K un TMW 1 12' MUM mum �m — WPW t-Im MUM MME EMM WME MUM It A Zwp S7 YO W OK 1L�O y 2 W W V SV U Y ao a SZF� YW�J W Y�Nf ZW Z �Wo EEWKZ W, WwKDU xw N 9 OCZO ywkj- 6 J=W ZyH� aw Ya_ N1J owxS 160 =6W% tlfP➢( KETL M fRC IDS ASI tOS OKiTIDI G �9pLAlLL K ARMNO r M rt •Al M M rr ALL MG®L vAllt MIIYlm� IAIIL.A NL \EOLKLOriK MT OW✓m K lOK K TI[Y w N(. 'SPAM KEACVm ITR M KY Y[iL STAn STAMP W APPROVAL' )D /lSlf Y RNSfJKP `�� sn oa m LLL✓G SDYffLLIflS PA nLK (na}ur-+sLL sir us -Kw FLOOR PLAN MASTER - IRC BSL/DRP r, ,IAN 03 N' wL M A5 ILLL I K. T tOMMIIIN WALL p1 I{LTTKA Qy Ity ML >< Y(TQmI LYI LLATO QLV ALU6 R3FA Lb&im __ MASTER FLOOR PLAN Au mL 1lOM AILL LLMKR AmVLL nmt AV vLL K WC I1•S1 TTK K AVA1lAl2 IBT TOE PLAN MY K KL'(PKD W QTSI K6.tT01 N pKT. 1. 1N IIE CMPCTT O VMM MME Mwm MUM EMM li �V•�ii M. MILLNI.IL I I. 'AIK M ETV! NOK TMW (a KSGCI 9 NAK A NMLLRAIL M RAILIM PAAALLil M M ttue SLINK M AT LEW ID SIM IALLK IG()l VK5 ARE RfT1 TI MIUW IL KOIIIKI M L SIKE K LTAIK L 1V SIJ1fAR W N AILS AILL MILT= TiMLL K K(T L6E 111A11 Z' KR KIn 1MW %' IM Klfl(T AIP[ M RIDI f1 116/J L[Y6 W ttAl• IWS. TK KIW! L K 1fASlA1p LIKCRY KOWC TK RI= FACIE S 6FKA116 KTEmI IW6•AIU " PPPOTTIK •ALLS CYLL AOT K un TMW 1 12' MUM mum �m — WPW t-Im MUM MME EMM WME MUM It A Zwp S7 YO W OK 1L�O y 2 W W V SV U Y ao a SZF� YW�J W Y�Nf ZW Z �Wo EEWKZ W, WwKDU xw N 9 OCZO ywkj- 6 J=W ZyH� aw Ya_ N1J owxS 160 =6W% tlfP➢( KETL M fRC IDS ASI tOS OKiTIDI G �9pLAlLL K ARMNO r M rt •Al M M rr ALL MG®L vAllt MIIYlm� IAIIL.A NL \EOLKLOriK MT OW✓m K lOK K TI[Y w N(. 'SPAM KEACVm ITR M KY Y[iL STAn STAMP W APPROVAL' )D /lSlf Y RNSfJKP `�� sn oa m LLL✓G SDYffLLIflS PA nLK (na}ur-+sLL sir us -Kw FLOOR PLAN MASTER - IRC BSL/DRP r, ,IAN 03 N' wL M A5 0 L Kl[Y•1S moa ulorti W4'MI. Q+ awt+ un m � wYp DQ fML WKYY N AMD 6LMYN r SILT Rlq WY6 Ilml vv Mr . ou Ior.rY YMI+IIOmrN vASIR �o r rIm m Katyn oameri umm APPLIANCE L MECH. EQUIP. LOCATION IN TYP. CAPE AND IST STORY OF 2 STORY CRAWL SPACE MODELS 'SPACE RESERVED FOR THE NEW YORK STATE STAMP 6 APPROVAL' `Ims`um na viaaAm O O CAPE AND IST STORY OF 2 STORY „gm TYPICAL SECOND STORY 10 rMLLi N'E TVII a IT DR0 nAu VDIIX (I+Paxa SiZ rKE L FR AQIIDIIL DI6 OIn S IiIYYL N .Mali r 1,w.,�,r Ipa uO M VIa1Q I Vf � rwD ul vmY ° H CAPE L TWO STI3RY 14 a>mt STAIRS N V! Vpl m o. sv IY r N MTmIN wl[C/Y mppYl•r �1 N«Y i V1TpNNV mK,wiu I �� cssl Q 0Y®1 O6I « IR E II+ LY NINQI RI,iY lAMpf K1dI,T[ mOa 1wY011i m Ll[ IQI R NY I K NV 1 Y I 11/> aIIV I Vl MW IIs�O S aw 1 VN0 14m1 yr I�Im��u: l►a�,V 1�.� A � m \ VO/f 1MI .DQ lel/! IN I I ®IPv1 Dv or r vert rvl NT rm rlw auv �� ICyI _ _ LO4Y6 OL M Y IY CiNf VCIf _ 1 IYT� n� [tea nu > MV.Y IQI ° alY 1 1 IQailam� l�V. VINaBIm � N ID a1A• T -D' NW �� pp���� TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX ,tC44'B'r. ®_ FLOOR PLAN (LIVING UNIT OVER LIVING UNIT)do ob 10 moovYr Im NOTES: s " N�lm L MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED lbas uva 2. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHLLL NOT �•I ° ^e ® YDoaI o ° EXCEED THOSE SHOWN W BRAVING ID •,� r ��nA c+r Y,Y3. 3G' SI➢E H1NGE➢ PRIMARY EGRESS DOOR REWIREDA E m ' �h ^"• (SLIDING GLASS DOOR IS NOT ACCEPTABLE)^'wA ; MINIMUM SECONDARY EGRESS DDDR REQUIRED. DWG A5. A0. A74. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST ONE EMERGENCY EGRESS WINDOW OR DOOR, EGRESS WINDOWS SHALL HAVE A w Fal aro m vw SILL HEIGHT OF 44' AFF MAXIMUM, A NET CLEAR OPENING IIF 5.7 SR FT. MIN.���� A NET CLEAR DPENIG HEIGHT OF 24' MIN. AND WIDTH DF 20' MIN AS PER 2 7 '{O( ® v. w 1sD rro vKY SECTION R310 OF THE RESIDENTIAL CODE OF NEW YORK STATEY 5. STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE e>rm Ileal. m INDICATED ON INDIVIDUAL FLOOR PLANS ' uvas su 6 SEE DRAWING A5 FDR ADD17IDNAL RITES AND DETAILS 7. ALL INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM iN°m®e vsK wK v vrm R ,mml A s: oaa� a ww IOK u vrm >elml e e zeros v yr IIIS r «raw •eY . THIS DRAWING AND BE AVAILABLE UPON REQUEST c .1naa m to v aro0. Y e zeros s' x Ilrc r eras auu R S. ALL IVIDUA ri/FL OATID AN MAY VARY ACCORDING TO s Mr.>o m smY s' snvm v". Mro Q• 9. ALL CLOSET LOCATIONS MAY VARY ACCORDING TO ° INDIVIDUAL FLOM PLANS rr r< r 1D [AS WATER HEATERS PROHIBITED IN 13R OFF OF SLEEPING OR TOILET ROOMS IL ONE PFS, DATA PLATE AND STATE LABEL (IF REDA vrar PER LING U UNIT) SEE NOTE LI ABOVE © / FJQ MIRY '^"`_-aeoa+r�0 ® ° ® 0) MIf• l2. DWELLING UNIT OVER A DWELLING UNIT SHALL HAVE A 3/Y NR. MIN. JIP�.Y• r ovaY e 1 mewls �i mr FIRE RATED ASSEMBLIES BETWEEN OCCUPANCIES, BOTH FLDOR-CEILING XD C. rwmavm J e r nm sINY r s (USING TYPE 'C' GYPSUM) L ALL BEARING WALLS L SUPPORTING STRUCTURES an o. m aaaR s IfA N raa w aK *e""• r ¢' sl lw Dr-• aIa SIVIaiV00 TO FOINDATION SHALL BE 3/4 K% MIN. FIRE RATED USING MOISTURE (m) M Y RESISTANT GYPSUM ON EXTERIOR. STAIRS TO SECOND FLOOR SHALL BE TWO FAMILY FLR PLAN TWO FAMILY FLR PLAN SEPERATED FROM FIRST FLOOR DVELLING BY 3/4 HR. IIIA FOE RATED (2ND STORY OF DWELLING OVER DWELLING) (IST STORY OF DWELLING OVER DWELLING) WALL INCLUDING ORE LAYER OF 5/0' TYPE -Cl HDR TWO LAYERS TYPE 'X' FLOOR PLAN MASTER — IRC UNDER STAIR. ay, JATVaLy, y.,M B5L/DRP 1B JAN 03 A6 ® «n a AvslmvY N �, m lase TVA vMAAM. b `77 1 KI.IV Y {• Y /iYY A., ly C WR VMp IQI Yt N oa I�aw � y N�, 01(01 N QTfI IM1I,Yf a 6C1. OKQ A Smnac YTMmI N MTOIK ° A QY OMIl t Va1F4,ID V)fM1 IIIDYf 0 M GC 1 LCMv QR Tll ° © 6D SQ POIC®I CI bQi M /R M I m K KTY1Mm YM IAYYIIS Oa M1S N am a )Dlml e R Y Vplf }IYI I+Y1 b! N m r 1sD -r Katyn oameri umm APPLIANCE L MECH. EQUIP. LOCATION IN TYP. CAPE AND IST STORY OF 2 STORY CRAWL SPACE MODELS 'SPACE RESERVED FOR THE NEW YORK STATE STAMP 6 APPROVAL' `Ims`um na viaaAm O O CAPE AND IST STORY OF 2 STORY „gm TYPICAL SECOND STORY 10 rMLLi N'E TVII a IT DR0 nAu VDIIX (I+Paxa SiZ rKE L FR AQIIDIIL DI6 OIn S IiIYYL N .Mali r 1,w.,�,r Ipa uO M VIa1Q I Vf � rwD ul vmY ° H CAPE L TWO STI3RY 14 a>mt STAIRS N V! Vpl m o. sv IY r N MTmIN wl[C/Y mppYl•r �1 N«Y i V1TpNNV mK,wiu I �� cssl Q 0Y®1 O6I « IR E II+ LY NINQI RI,iY lAMpf K1dI,T[ mOa 1wY011i m Ll[ IQI R NY I K NV 1 Y I 11/> aIIV I Vl MW IIs�O S aw 1 VN0 14m1 yr I�Im��u: l►a�,V 1�.� A � m \ VO/f 1MI .DQ lel/! IN I I ®IPv1 Dv or r vert rvl NT rm rlw auv �� ICyI _ _ LO4Y6 OL M Y IY CiNf VCIf _ 1 IYT� n� [tea nu > MV.Y IQI ° alY 1 1 IQailam� l�V. VINaBIm � N ID a1A• T -D' NW �� pp���� TYPICAL CRAWLSPACE AND 2ND STORY DUPLEX ,tC44'B'r. ®_ FLOOR PLAN (LIVING UNIT OVER LIVING UNIT)do ob 10 moovYr Im NOTES: s " N�lm L MAXIMUM AREA OF DWELLING UNIT IS UNLIMITED lbas uva 2. THE TOTAL GLAZED AREA IN EXTERIOR WALLS SHLLL NOT �•I ° ^e ® YDoaI o ° EXCEED THOSE SHOWN W BRAVING ID •,� r ��nA c+r Y,Y3. 3G' SI➢E H1NGE➢ PRIMARY EGRESS DOOR REWIREDA E m ' �h ^"• (SLIDING GLASS DOOR IS NOT ACCEPTABLE)^'wA ; MINIMUM SECONDARY EGRESS DDDR REQUIRED. DWG A5. A0. A74. EVERY LIVING, EAT IN KIT, SLEEPING, RECREATION SHALL HAVE AT LEAST ONE EMERGENCY EGRESS WINDOW OR DOOR, EGRESS WINDOWS SHALL HAVE A w Fal aro m vw SILL HEIGHT OF 44' AFF MAXIMUM, A NET CLEAR OPENING IIF 5.7 SR FT. MIN.���� A NET CLEAR DPENIG HEIGHT OF 24' MIN. AND WIDTH DF 20' MIN AS PER 2 7 '{O( ® v. w 1sD rro vKY SECTION R310 OF THE RESIDENTIAL CODE OF NEW YORK STATEY 5. STATE AND THIRD PARTY LABEL LOCATIONS SHALL BE e>rm Ileal. m INDICATED ON INDIVIDUAL FLOOR PLANS ' uvas su 6 SEE DRAWING A5 FDR ADD17IDNAL RITES AND DETAILS 7. ALL INDIVIDUAL FLOOR PLANS WILL BE KEYED FROM iN°m®e vsK wK v vrm R ,mml A s: oaa� a ww IOK u vrm >elml e e zeros v yr IIIS r «raw •eY . THIS DRAWING AND BE AVAILABLE UPON REQUEST c .1naa m to v aro0. Y e zeros s' x Ilrc r eras auu R S. ALL IVIDUA ri/FL OATID AN MAY VARY ACCORDING TO s Mr.>o m smY s' snvm v". Mro Q• 9. ALL CLOSET LOCATIONS MAY VARY ACCORDING TO ° INDIVIDUAL FLOM PLANS rr r< r 1D [AS WATER HEATERS PROHIBITED IN 13R OFF OF SLEEPING OR TOILET ROOMS IL ONE PFS, DATA PLATE AND STATE LABEL (IF REDA vrar PER LING U UNIT) SEE NOTE LI ABOVE © / FJQ MIRY '^"`_-aeoa+r�0 ® ° ® 0) MIf• l2. DWELLING UNIT OVER A DWELLING UNIT SHALL HAVE A 3/Y NR. MIN. JIP�.Y• r ovaY e 1 mewls �i mr FIRE RATED ASSEMBLIES BETWEEN OCCUPANCIES, BOTH FLDOR-CEILING XD C. rwmavm J e r nm sINY r s (USING TYPE 'C' GYPSUM) L ALL BEARING WALLS L SUPPORTING STRUCTURES an o. m aaaR s IfA N raa w aK *e""• r ¢' sl lw Dr-• aIa SIVIaiV00 TO FOINDATION SHALL BE 3/4 K% MIN. FIRE RATED USING MOISTURE (m) M Y RESISTANT GYPSUM ON EXTERIOR. STAIRS TO SECOND FLOOR SHALL BE TWO FAMILY FLR PLAN TWO FAMILY FLR PLAN SEPERATED FROM FIRST FLOOR DVELLING BY 3/4 HR. IIIA FOE RATED (2ND STORY OF DWELLING OVER DWELLING) (IST STORY OF DWELLING OVER DWELLING) WALL INCLUDING ORE LAYER OF 5/0' TYPE -Cl HDR TWO LAYERS TYPE 'X' FLOOR PLAN MASTER — IRC UNDER STAIR. ay, JATVaLy, y.,M B5L/DRP 1B JAN 03 A6 TYPICAL DUPLEX FLR. PLAN Y VENT TD CEILING DRYWALL 2ND FLOOR LEFT OFF FOR PLUMBING ACCESS n VOrwnr Q m o:a m � nue • mn•no u nog uvr rr au ns oo.m d �mmw •w� i .w`riO1n it u�r n 0 rT Yi rnr SEE ALT.r. rOYK MM TN • r- Kw W4 LAYTS PG 1 w MI>fl VrlvV 0 Ox ROM O AYO,( nml KITCHEN Yw,f vt (OPTJ L w nm LRIY Lm m M M DINING. ROOM FAMILY ROOM Y BEDROOM DI (OPT.) Q MAO"� ID 0 � o (DPT) OATH 111 DEDRMN 03 FOYERAti m LIVING ROOT( DEN H A R1B'RIArL ♦ L1Q To sr rta 0 . M• r -a MR SEE ALT. BATH nD o:a m � nue • mn•no u nog uvr rr au ns oo.m d �mmw •w� i .w`riO1n it u�r n 0 FIRST FLOOR OF SECOND FLOOR OF THREE BOX WIDE -TWO STORY THREE BOX WIDE -TWD STORY NWE, SEE STANDARD TWO-STTRT DVV SCHEMATIC ON P6 15 •VMI IKfflIVF1 N MW l VAN STAMP r IM &' u%• • Al fA- IN •qp u/ol B6 Y F MAY 2 72005 M A 1PI A1L e,l[Yr. M nM �/ lvA1 ....... nK ..... FLOORPLAN MASTER - IRC BSL/DRP imm8 JAN 03 IEA rn w A7 rT Yi ( r- Kw AYO,( nml w nm BEDROOM DI CLO O MAO"� , R (DPT) OATH 111 DEDRMN 03 rw (OPTJ • SEE ALT. BATH nD MALL LAYOUTS PG S m VA" -IN CLOSET O TJ BEDROOM BI R MW AR DEN" 42 (OPTJ m mwnm ILD FIRST FLOOR OF SECOND FLOOR OF THREE BOX WIDE -TWO STORY THREE BOX WIDE -TWD STORY NWE, SEE STANDARD TWO-STTRT DVV SCHEMATIC ON P6 15 •VMI IKfflIVF1 N MW l VAN STAMP r IM &' u%• • Al fA- IN •qp u/ol B6 Y F MAY 2 72005 M A 1PI A1L e,l[Yr. M nM �/ lvA1 ....... nK ..... FLOORPLAN MASTER - IRC BSL/DRP imm8 JAN 03 IEA rn w A7 'SPACE ,ESEAVED FDR THE NEW YORK STATE STAMP OF APPRDVAI' WE Lw H_J oil 9 r--- --_-_-_ V VF r -J 1 r n SmV Isn _ NIR nq. H-H� 1O 14- v m 4-2 LIN vc B-9 i ff'1I 1 Trt H 1 f f(�ka. I s N W I NH✓-Y1LIN LI�p p I4 IY-Y -z e ✓-Y S N I•s®ar ✓s. 9 w •�� ur. Y 9 f au rr I w ✓r. • W IY✓r. )2-2 S)T14-2 rt� �Y -17 Y B -I1_7 H-16I�i P12 s V VIONL MNYII.VHO MTn NO Owl IY mL TOYL WtMo Ylx Nd Op IY � � rlfYlO r1N Oe p � Nn VC vc ;VB-21 Vc 4 B-19 n LEDGENDzB-2 VS2 •. Ve VwaTYY 0> NL MEDICINE CABINETFfALS r --Y PL Kamm PLATE MIRROR : o(VA AlUNIM La _ zt uO9t __ a -e CFM TB TOWEL BAR 80.1 _ LD1 ST p i ; O IDD FL FAN Lisa j IY-t 11-e ® S SHOVER GWTJ f N• • 7 IMY n O • ; •� O LDl n JD LD1 LOCM LL6SET / �•• We WATER CLOSET BT MTN TUB (OM - GARDEN TUB GARDEN TUB (WT.) ��,�-�'�'"KAY 2 7 2005 VHDPLPOOL WHIRLPOOL clPTJ HE HANDI-CAPPED SDN( ppl® TImtD P/RIT1 V WASHER ® ® D DRYER \ �\ ® MOTEL L BATHROOM WINDOWS MAY BE OMITTED IF SUFFICIENT ARTIFICIAL LIGHT L VENTILATION IS PROVIDED 2. ALL BATHROOMS MY )/ REVERSED AND/OR ROTATED 90 IN EITHER DL HEATER IN PART OR ENTIRETY rrFn •� 3. SEE INDIVIDUAL FLR / ELECT. PLANS FOR EXACT BATHROOM LAYOUT E HEATER SIZE 1. OGFIUT RECEPTS SHALL HE WIRED SD IF TRIPPED MAIN WILL II1T INTERFERE VITX TXE REMAINING OUTLETS E SHOWER ON THE OTECTIO AND LI E TS MUST REMAIN DN 5. FKRGWAIL PROTECTION WILL EXTEND G' ABOVE ROOM FLOOR LEVEL AND SHALL HE tY' A ALL DR RSA MATERIAL �/lP�'X OOOO OO 6. ALL SHOVER DOORS AND WINDOWS IN SHOWER/TUB TO BE SAFTEY GLAZED 7. HYDRDIASSAGE BATHTUBS SMALL BE SUPPLIED BY A GFI CIRCHDT oAfffs, %NC. B. REDIIIRED CLEAR ED IN IN FRONT SHOVER TO HE 2M'%i7 MIK NH oB 111 FL1. 1IDNYJIRlF Al ITNIN I A 21' Mill REQUIRED W DJ FRONT 7 LAV ► VC ryr) ATF-B.W PAl BM-stNe It A 30' MIN. VIDE VC SWITCHED SEPARATELY -UlIL FAN E L1GHT MUST BE SVRGED SEPARATELY 12. BATHROOM FLR MATERIAL SHALL BE WATERPROOF TYPICAL BATHROOMS — IRC SITE TILE TYPICAL BATHROOM ELEVATIONS 13.1 PL FIBERGLASS TU"HDVER UNIT 32'x6'172' MGM OR ON-SITE m aTu ALV nWDw y o TILE WALLS BSL/DRP IB JAN O3 NLJ 9 'YMI RFSFRVED Nt M IEV YOtl( MIT STMT a LPPR w nl' Y W4 t05 V]LIC wk VT IT 324 B-26 5 ' B-25 14-2 110- v I Y Y IT s ¢ LIN 3 Ut B-27 K-2 Lw K-1 Irz VC -2 ➢1 u -e LT -29 lD1 I ➢ I t cI L_________ __l 12r I j T > y � I L______J O'0 2-2 0 9 1 f l'J 110-2 1 to (1 O VR• Q % K1 L �ll z �z- uO•-z vc R5A LN VIES C TjB 3 1 - Ma O Y K-3 K-4 M1GL NYa1pNKMi M1MU1 �(t�2 O 1!-L pAlj.i�R11•aU1`% a 1 B_ I O I V �- L o ^ I B-33 4 C I I �x i N -t Ihl I t az�t I I t• ALL• L • �n1 I ' vc 99 I 1 I w 1 •�•� • • I2 -z I 2 -a ---J I, !% �•• •• V '� © I��(1�' • • • { ,� MAY 2 7 205 I� AtV! Y Hatlltf➢M \<:000, / CR W a LLCM, tlma VBA PI I7W �/ 6TOiltt-ffif 7" C ,msM TYPICAL KITCHENS - IRC CONTINUATION OF PG. A8 CONTINUED ON PG. A10 '• BSL/DRP mm JAN 03 tEn WG m A9 tiP, 1 TYPICAL KITCHEN ELEVATION o IN 1, SEENTOE YJm9 !. SS SS Y` 1IC2. —� l%Ve.i . Q Y. rliM \9Q `%j/llf1o�C � LIL K-9 K-10 K -Il K-12 K-13 a 1� ri ✓ r 4b 4 7a; T'rml Y [ 0 yO � • _ I S • 171.• L------- L------- -----' i © ,t; ------ iI �iycs�E. • Ow_ WIAY 2 7 2005 r DGVmi Tmm run. rm. .4sl,2,FS NDTSTAri LSTANDARD GAS RANGE MAT B 1S A D 0 A SEE MDE All FDR ELECT. RANGE VRTAGEONIPERAGE, 2. ALL KIf ORI SMOVNTHEIR MAT HE ROTATED 90 DEGREES AND/OR REVERSE➢ W EITHER DIRECTIIIN IN PMT DR IN TSM ENTIRETY. 3. KITCHEN CABINETS IMY HE OMITTED MD FLRNISHED/INSTALLE➢ HY BUILDER SUBJECT TO LOCAL INSPECTION 4. KITCHEN VINDWS MAY HE OMITTED )i SUFFICIENT ARTIFICIAL LIGHT AND VENTILATIM IS PROVIDED. S. ALL RANGE /ODDS ARE VENTED TO TIIE EXTERIOR USING SOLID DUCTWORK. 6. RANGEHOOD FAN TO PROVIDE M AIR EXCHANGE EVERY 30 MM. WIN. 100 CFJu K-14 K-15 PROVIDED RE-CIRCULATING FOR THIS AREEA1IG(BY�MSS OF NATURALL VENT) USED AS As A MIN I% VENTILATION IS 7. SEE INDIVIDUAL FLOORPLM FOR EXACT KITCHEN LAYOUT. H. ALL KITCHEN RECEPTS SERVING KITCHEN COUNTERTOP SHALL HE GFI PROTECTED fA 9. A RECEPTACLE OUTLET SHALL HE INSTALLED ABOVE EACH COUNTERTOP WITH A LINEAR LENGHT n qo GREATER THAN 1Y. MAX. SPACINGBETWEEN RECEPTS TO BE 4B'. COUNTERTOPS SEPARATED HY APPLIANCES OR SINKS SHALL BE CONSIDERED SEPARATE COUNTERTOPS.10. STMDMD 30' TS OVERHEAD ACE WIS NAY HE REPLACED WITH 42' HIGH'SINC.M ALL NB24ET LABINETS IIAY V REPLACE DING DVS DR DV 12 CABINET LAYOUTS VlLL VARY IIEPEN➢1NG DN CARINET SIZESMDH Jm [Ylf. IfOLl!(/BC. PI ffBH) Ae!-1TYPICAL KITCHENS - IRC O ---j [. � BSL/DRP '1 B JAN 03 ' VAIL VALLA WSCWER 12W �� A1. M.Y 20M SERVICE 9Y 111LLtCR CDM]OT rTEwml vDTE L¢ATIa VRT 1 2M Iz-z sMAu APPLINCE lzo 2 IDA IE -2 f1 APPLIANCE 120 ] IDA lf-S ml LTG TWM, KSi. RIK _WA,ID OIH PM 120 4 1M 14-2 GENERAL LICMT MID RECEPTS 120 S 1M 14-[ 1pp 6 IM 14-2 m i iM 14-2 120 • 2M I2-2 mT REM. (iT uD 9 m WE MTHPmI RENT, m 2M 1t2 'zlGIDt 61 MC T. 120 U 2M 14-2 [I(IEL>0 61 WE T. 120 12 2M 2-2 g Aw (mn 120 13 IM 14-2 D1DNA9G GARMfi ➢[SPpSK IID 14 2M 124 VMILPm M «!D 120 LF 2M WE VAM K m 240 M 4M D-] RANGE 240 17 2M WE VAL4]! 120 u ]oA 1P3 nRru 240 19 1M 14-[ GENERK LIENS A101 KC TS 120 ED a 22 2M I2 -E ELECTRIC 1CAT 240 24 aT . 129I, T1Ai®- 12-1• VP , 24 MxD2M M2s (rLL1iK LIa CI n �n m nLs Ex RElDT D f FT r-- svrtu[n RCIIIT Dunn i (� 2•w x z• -a• rtlLxEscENr uurt K VATCRPR� G!1 L__J �Yn4 nDJtEsC .M� 9! - RE[CIT GVn.ET 2 43 1R• AR. CYCMLL LJGIR 0 DIANASNEL RECEPT ORLE'f © M 240 V T RECUT o ILEI ® RECESSED uw 0, w Katal O LEf © LOlii M m.GAs LDiL a-sstE lY 11mD[R ® RE[ESSCD D+LAxslx]rt urxr L SDli2 PILE SVfiC41 ® LT.lALE MTD iLd.'RESLENT LIGM A TIfE AY MTa TElEP10E .MLI( L l01r-VAV s N tQTJ) y TEL[T1pC -vN1 DL DM[A Surra 4ACK P10E ❑a [79 lAMM1YRA LUIlD1ATB1f WT. ❑H TELEVISIpi LA➢LE VJTLR ME �cim ® S%!AN/Lipff mY1MATIIlM RT. Ort M ELRRIC S"E DETECTM © RANGEIC® MO T !AM © MLLT lm ./ M. UDR fllrfL4C MTEGORT SD ER T/PIOIE JAm ® Lm Q. OITLET ., EYT. uar nxn.E CEMiRAL VAC Mai ® SPRHIGM fIYTLtC Q MG MTD S CETECTO4 ©ari RECESSLD •cw aw. VATEMRm! m ® PANEL Dm CD TNE2MWTAT 04M0 Dmf lQL . .IRICTIa lox 60• STRY ACCEP nm rT O nm rT lm - p(Il nxT 4r STRIP REM [RIIIFf O C0:40T 14lIBER CARMCf DISP�AL WHER msca� CLECTMCAL SYM•RS m 4>®Lv e1n OST Dan m> Oy r m>r m ry rwomm a m ra s 1H awe¢ ra wio I+Ir I%Y eO I.w K e[ 1N iemoc cma Im v r01p M JMwBi Y1rw' amm mn MiOEDIi1.R )SMf f0 VI W m Am .up r�4, (1Rns w cmlNaSa mE F uo r i1R a na'I¢ tai DSI -Sm PMtlS GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN COMBINATION WITH LISTING AND LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE, 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. 4. ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS, 5. BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATI13N NEAREST TO THE POINT OF ENTRANCE OF THE SERVICE CONNECTORS AS PER N.E.C. SECTION 230-70a. 7. PALL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER. S. 1 0 3 VIRE, 240V, 2DDA SERVICE - SERVICE PANEL r/ MAIN DISCONNECT IS STANDARD 9. CIRCUIT BREAKERS ARE 10,000 A/C. 10. WIRING IS NM -3 CABLE w/ GROUND 11. NM CABLE PASSING THRU FRAMING MEMBERS WITHIN 1 1/4' OF THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE PASSING THRU NOTCHES ARE PROTECTED WITH 1/16' THICK STEEL PLATES. 12. NH CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND WITHIN 12' OF BOXES OR FITTINGS. (RI - SUPPORTED WITH INSULATED STAPLES) 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F., OTHER RECEPTS ARE 18' A.F.F. 14. BATH RECEPTS, EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED 15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS. 16. CEILING LIGHTS SHALL HAVE A MINIMUM 18' HORIZONTAL CLEARANCE FROM COMBUSTABLE MATERIAL DE, CLOSET LIGHTS) N.E.C. 41D-8 (2). 17. EXTERIOR LIGHT BOXES ARE PRE-VIRED, LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER. 18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED. 19. BATH FANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. 20. ADDITIONAL ON-SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE CODE. 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT w/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. 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 NO. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING CODE 1000.2 F - 2. 24. IN BASEMENT MODELS WITHOUT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED IN BASEMENT AND WIRED ON-SITE BY BUILDER. 25. (RI) SMOKE DETECTORS REQUIRED EVERY 1200 SQFT. 26. (RI) SMOKE DETECTORS SHALL BE LOCATED BY THE LOCAL FIRE MARSHALL. MANUFACTURER WILL COIL AND TAG VIRE IN CEILING, FOR 011 -SITE INSTALLATION BY BUILDER. 27. NO MORE THAN 40 BREAKERS (OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB -PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB -PANEL NOTES). 28. ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES. 29. EXTERIOR OUTLETS AND LIGHTS SHALL BE WATERPROOF. 30. LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWN -STREAM' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT INTERRUPTER DEVICE. 31.125 AMP SUBPANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED BREAKER SPACES IN THE MAIN PANEL BOARD, SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY. 32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED SO THAT NO POINT ALLONG THE WALL LINE SHALL HAVE A RECEPTACLE MORE THAN 6'-0' AWAY AND A RECEPTACLE ON EVERY WALL 2'-0' OR LARGER 33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED SO THAT NO POINT ALONG THE WALL LINE SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY 34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS TYPICAL WIRING TECHNIQUE FOR SUB -PANEL FEEDERS 12 IMM t90 K41 LpmtTOti m X blq.mm d fJ>I.uff TYPICAL HYDRO -MASSAGE BATHTUB WIRING DIAGRAM maim MRK = 1] I tIAOI m SCIHV ME TYPICAL GROUNDING METHODS OF NON-CURRENT CARRYING METAL BOXES •pAlt RLIDIVp ME TIC K T.R STMT V, W AMRP - o 101, 1L 19242 MASTER ELECTRICAL PLAN - IRC MTcvwe cD BSL/DRP I8 JAN 03 A 1 1 v>a roc nimTe n.0 nm� ItF MSDOIf pLTN1AlID1 Q 9OF KT[LiIR TYPICAL VIRING DIAGRAM m nmvmYa ItmVLN� Iu oucT vnmr YmrvIDw� vm� mNwMt AVAWJIT ALUMINUM SIDING GROUNDING DETAIL Ti.H WP IES]MU f M I Y uAn TIN. Q IRI &- 1L MI! Y ARNR1)M 27 lru MASTER ELECTRICAL PLAN - IRC BSL/DRP -118 JAN 031 1 urn � w A 1 2 TYPICAL CAPE & IST STORY OF z STORY ELECTRICAL 'B' DROPS 'A' TYPICAL SECOND STORY ELECTRICAL NOTES. L THE ABOVE ELECT AL PLAN IS SHOWN AS A TYPICAL LAYOUT ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE SUBMISSION SET DRAWING All, AM. A13, A14 2. HEATER SIZES SHOWN ARE Fdt ILUSTRATION PURPOSES ONLY A HEAT LOSS CALCULATION WILL BE DONE FOR EACH INDIVIDUAL FLOOR PLAN FOR ADDITIONAL HEATING NOTES AND HEAT LOSS INFORMATION SEE SUBMISSION SET DRAWINGS A14 3. ELECT. CIRCUIT LEADS FOR WIT 'C' TO BE RAN IN CEILING TO SPLIT V/ LABELED 'AMP' CONNECTORS FOR ON-SITE CONNECTION TO LIKE LABELED 'AMP' CONNECTORS IN WIT 'D' ROIL CAVITY. CIRCUIT LEADS FOR WIT 'C' TO BE DROPED DOWN CHASE ALONG WITH UNIT 'D' CIRCUITS AND WILED (V/4P CDILS) IN SECOND STORY FLP. JOIST FOR DR -SITE COMPLETION IN DSMNT TYPICAL DUPLEX ELECTRICAL NOTES, L THE ABOVE ELECTICAL PLAN IS SHOWN AS A TYPICAL LAYOUT ONLY FOR ADDITIONAL NOTES AND CIRCUIT SCHEDULE SEE SUBMISSION SET DRAWINGS AB-AIZ F HEATER SIZES SHOWN ARE FOR ILUSTRATI N PURPOSES OLY A HEAT LOSS CALCULATION WILL BE DOHS FOR EACH INDIVIDUAL FLOOR PLN! FOR ADDITIONAL HEATING NOTES AND HEAT LOSS INFORMATION SEE SUBMISSION SET DRAWINGS N4 uoT r '�vn rNv TxT ANOr rm nArz nr,.P Q rAnov,•�• �n (27 FJQ IYI! Y A)DI/BEf1YY TYPICAL HEATING AND ELECTRICAL - IRC m --LLQ+ Iva M) BSL/DRP. IB JAN 0S %{ 13 PE & PIN TYPES OF SILL ANCHORS, RIR Tor LRRTER TO f L RWF3 ':' V2' STNIDWD 1. - STEEL CRIAN Y qU �EXP. i �4' CSS FLM Md VA fRINEl VL T P TE CENTER GIR A- m EXT. WALL INT. COL. INT. PIER TYPICAL FOOTING DETAIL 1/2' THICK 6'x6' COLUMN —TOP PLATE HOLE FOR 1/2' DIA. LAG SCREW FRONT VIEW NOTES - 1. 8' CONCRETE BLOCK PILASTER READ. WITH 10'-D' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS AND LOCAL REQUIREMENTS. 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN AN 18'x24' ACCESS OPENING FOR VENTILATION 1/3 OF 1% OF FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT 6 RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18' 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 4. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF BI -LEVEL UNITS, VENTS MAY NOT BE REQUIRED. CHECK LOCAL REQUIREMENTS. 5. PERIMETER RAIL ATTACHED TO SILL w/16d. NAILS 6' O.C. S. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER). 7. APEX HOMES, INC. WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX. SPANS SHOWN ON LOLLY COLUMN SPACING TABLE. S. LOCATION OF WASHER, DRYER, WATER HEATER, 6 FURNACE IN BASEMENT TO BE INSTALLED PER STATE 6 LOCAL CODES (OWNER/BUILDER RESPONSIBILITY) 9. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS 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 PROPER OVERHANG. THIS APPLIES TO AL1. MODELS. 11. ON-SITE INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES 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. 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS >5' FOR LOAD TRANSFERS 14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND WILL ALARM IF IT OR ANY OTHER DETECTOR GOES OFF 15. FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST BE REVIEWED AND APPROVED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 16. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) W6QVE0 M TIE MWYLMO :TAIL =T W MPR W ♦ too • � ab do s • � i• H tv To ■'1`MAY 27M Y"PAW w PAWFAX " oa wwo arE R mwiDaA r• rfw4t (sn) m-nrr sz us-•sw I TYPICAL FOUNDATIONS — IRC I BSL/DRP 1 5 SEPT 03 A15 i 1 SFr TNTTVMI l rl nM DIG NOTES, 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, MODULE WIDTHS AND TYPE OF STRUCTURE. 2. SEE INDIVi.DUAL FLOORPLANS FOR ANY ADDITIONAL COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS FROM ABOVE. AS INDICATED BY AN ASTERISK (m). 'VIVO !MM M l WAW 17M R �w aw MAY 2 7 2u"5 1011 / PlsX .JcrricJrar n oaXra�r��'.S'� - m m nau (if OJ Y)—iY! Y" Wf m TYPICAL FOUNDATIONS — IRC BSL/DRP MTle JAN 03 urn A 1 6 I I I ---------------------------------- 1 I 1 I I 1 ; ; 1 II I 1 1 3 BOX UNIT I I 1 1 1 I h r -1r r 1 I ,SEE NOTES SEE NOTES SEE NOTES 1 I I 1 I I l 1 I I 1 1 1 I 1 I 15 1 r—1 r—1 r—1 101 101 r—1 IQI 1 , r I 1 1 I � L101 _J L_J SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES I I 1 I j I 1 I I i I j I 1 I 1 101 101 101 —'1 1r❑I � 1 I L_J L_J Loi L_J y I I I 1 1 SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES i I I I I ; 1 I I I I I I I I I I 1 I 1 1 I I I NOTES, 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, MODULE WIDTHS AND TYPE OF STRUCTURE. 2. SEE INDIVi.DUAL FLOORPLANS FOR ANY ADDITIONAL COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS FROM ABOVE. AS INDICATED BY AN ASTERISK (m). 'VIVO !MM M l WAW 17M R �w aw MAY 2 7 2u"5 1011 / PlsX .JcrricJrar n oaXra�r��'.S'� - m m nau (if OJ Y)—iY! Y" Wf m TYPICAL FOUNDATIONS — IRC BSL/DRP MTle JAN 03 urn A 1 6 I I I r I 1 ! i TW❑ FAMILY 1 ; ; 1 1 I 1 1 1 1 i h r -1r r lol Ir 1 f L_J L_J S ,SEE NOTES SEE NOTES SEE NOTES I I I I I l I I I 1 1 1 I 1 1 L___________1 v_____-____ J 1 NOTES, 1. SEE CALCUALTIONS MANUAL SECTIONS #4 THROUGH #15 'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT SPACING BASED ON GROUND SNOW LOAD, ROOF PITCH, MODULE WIDTHS AND TYPE OF STRUCTURE. 2. SEE INDIVi.DUAL FLOORPLANS FOR ANY ADDITIONAL COLUMNS REQUIRED TO SUPPORT CONCENTRATED LOADS FROM ABOVE. AS INDICATED BY AN ASTERISK (m). 'VIVO !MM M l WAW 17M R �w aw MAY 2 7 2u"5 1011 / PlsX .JcrricJrar n oaXra�r��'.S'� - m m nau (if OJ Y)—iY! Y" Wf m TYPICAL FOUNDATIONS — IRC BSL/DRP MTle JAN 03 urn A 1 6 FACTORY BUILDER AIR MTM W EUSTS O 2.S TNN )I r� BRIG' TETAR 2AV SR!e LW zRe evv 2BV OO UP) AR ! ] 3/e' IN ! T V 2' GBU FLIDi INSLLATIW ON-SITE HY BUD.IIA OR OPTIONAL 06TA11ATIOI BY W ACTURER OF HASEKNT VNLL ME ICT INMATEO NgOI BOLT V2'YIY CIV EMBEMxT IN FOINOIATAx VKU-/ -' �Fl v0.YE 1WCXEx SLAB OQER A' GRAVEL BFD LANDING SUPPPRS TYP. BI -LEVEL CROSS SECTION TYP. RANCH CROSS SECTION NOTE 8'-9' CEILING HEIGHTS WILL REQUIRE EAVE OVERHANGS AND RAFTER EXTENSIONS TO BE SHIPPED LOOSE AND INSTALLED ON-SITE BY BUILDER USE OF 8'-9' CEILING HEIGHT SHALL DEPEND ON ACTUAL MODEL LAYOUT AND WILL REQUIRE A RAFTER ROOF SYSTEM (MAX. CLG. HGHT. FOR A UNIT WITH A PREMANUFACTURED TRUSSED ROOF SYSTEM SHALL NOT EXCEED 8'-0') TYP, CRAWL SPACE CROSS SECTION CRAVL SPACE VENTWION SHALL BE PROVIDED O T ABMNT OF NET FREE AREA OF 1/139 OF CRAW SPAM AREA, VENTS SHALL BE LOCATEO AS CLOSE TO TE FOOOATIEN COMERS AS PRACTICAL AND NAY BE PRDVISED WIN MAMIILLY OPERATED LOWERS V TERMTE SHIELD OVERIMNG ON INSIDE '4Z, ON OUTSIDE PARGING HIIWMUS ertINUOUS FLOOR LINE SEE DVG AD. L A35 LANDING BI -LEVEL WITH FLUSH FRONT TYP. CATHEDRAL CROSS SECTION BI -LEVEL OR SPLIT LEVEL CANTILEVER RANGE NAD OIrtLET .LATIW S[IEWLE AA5 X (FIELD) QOR HY FACTORY _la HY BUILDER TREATED SILL PLATE GALV. TENOTE SHIELD 1/2'13I INSIDE 3/4' ON OITSIDE 12' COAST CW V/ N• SRO —CAP I AAVALL EVERY DTIER -Y PERFERATED DRAW TILE HA, CONiINAl15 FLOOR LINE 'SPACE RESERVED PDR THE MARYLAND STATE STAW OF APPROVAL' '�A�14�9pFES...... III//IIIIt111LINY >& PABr os / JLPEX P`.vecrmx HOMES, INC. 227 OS B UAW. ACIDDLYDOAO. PA 17822 (570) 857-2555 PAY 837-0280 TYPICAL CROSS SECTIONS - IRC pATE; REV. DVG NO L/DRP 31 DEC 03 A 1 7 FLR I CLG PERIMETER M THN INSTALLATION BY MANIFACTLRER nOOF, FINISH WALL, 3 1/2' MIN, DIA ST_ CLL. QOER TO FOMWTIp INAG FOR FASTENIW TD - FTG L FLR GIRDER) 12' COHSE m 4' SOLID CAP 4' PERFERATED DRAM N4 RAN CO TINUOX J --AMA-- �'- M.A HED INTO 24V 9R e818 OF zev a IP 1R ! B LB RR !!L4' TYP. TWO STORY CROSS SECTION NOTES 1. ALL DETAILS FTG FOR 3,000 PSF MIN SOIL BRG PRESSURE 2. GALV. METAL STRAP CONNECTIONS SHOWN ON DRAWING A22 3. FLOOR INSULATION WILL BE SHIPPED LOOSE FOR ON-SITE INSTALLATION SEE DVG A45 FOR SPECIFICATIONS 4. ALL INSULATION MUST HAVE A VAPOR BARRIER TOWARDS HEATING SIDE 5. IF UNITS TO BE ERECTED IN A GROUND SNOW ZONE OF 30 PSF OR LESS, ROOF TRUSSES MAY BE SPACED AT 24' O.C. 6. 7/16' OSB, EXPOSURE #1, SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE 8 16' D.C. 7. ANY ADDITIONAL SMOKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES 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 IN BASEMENT MASONARY WALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE 10. FOR GRADE L SPECIES OF INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCULATIONS MANUAL ll. TEMPORARY 2X4 DEADMEN INSTALLED AT 48' D.C. IN ALL MARRIGE WALL OPENINGS GREATER THAN 4'-1' FOR LIFTING STRENGTH 12. THE SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. 13. INTERIOR FINISH CLASS C OR BETTER 14. EXCEPT WHERE SINGLE MEMBERS ARE ADEQUATE FOR THE LOAD, JOISTS SUPPORTING ONE STORY NONBEARING PARTITIONS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER WITH IOd (OR EQUAL) NAILS AT 32' O.C. DOUBLE JOISTS WHICH ARE SPACED TO ALLOW FOR PLUMBING ETC, ARE TO BE BLOCKED AT 32' MAX. 15. ROOFS DESIGNED AT 40/45, 60/65 OR 80/85 PSF LIVE LOAD AS PER LOCATION OF HOME REFER TO THE RESIDENTIAL CODE OF NEW YORK STATE FIGURE R301.2(5) 16. STAIR HANDRAILS TO BE 34' ABOVE EDGE OF NOSING 17, STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS (ON-SITE BY BUILDER) GUARDS TO BE EITHER SOLID HALL OR OPEN WITH INTERMEDIATE RAILS OR BALLUSTERS PER STATE/LOCAL CODES 18. STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT OF 8 1/4' AND A MINIMUM TREAD DEPTH OF 9' 19. STAIR RISER - THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8'. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE SMALLEST BT MORE THAN 3/8' 20. EXIT STAIRS IN A TWO FAMILY DWELLING SHALL BE ENCLOSED BY A 1 -HOUR FIRE RATED ASSEMBLY 21. SEE DRAWING A44 AND A45 FOR INSULATION REQUIREMENTS 22, STAIRS 3 RISERS OR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN SIDES OF STAIRS OR LANDINGS 18' OR MORE ABOVE ADJACENT FLOOR 6 AT WINDOW(S) ON STAIRS OR LANDING SHALL HAVE A RAILING WITH GUARD(S) BELOW RAILING THRU WHICH A 4' SPHERE CAN NOT 23. WIDTH BETWEEN HANDRAILS OR HANDRAIL L WALL 32' MIN. 6 1 1/2' MIN. CLEARANCE HANDRAIL TO WALL NOTE B'-9' CEILING 1EIFNTS WILL MUNRO EAVE OVERHANGS WB RAFTER EXTENSONS TO BE SHIPPED LOOSE AND INSTALLED ON-SITE BY BUILDER VA OF B' V CEILING HEIGHT SHALL DEPEND ON ACTUAL NOBEL LAYOLR AND WILL REWIRE A RAFTER ROOF SYSTEM NAX, CLG HENT. FOR A OMIT WITH A PREMAM ACTURE➢ TRUSSED RECIF SYSTEM $HALL NOT EXCEED 8'-0') TK' CLG. MT 24V AR e7 7/Y SIR ! 7 3/4' 2BV ON IIP UR a IF 3R e 7 7/8' eT'tlGHIT 24V IN e 7 3H' SR ! 7/P 28V ON W UN e 7 7/8' 4N e 7 3/4• 9-0' CL6 HT 24W 13R B B• W!77/P 28V OR W IBN ! e IT 3R e T12ATED SILL 0.ATE 1/2' COC. PMONG O W/ BPUMnUUS EDATD 4' PEWMATEO DRAIN u BAR TYP, IN LINE SPLIT LEVEL CROSS SECTION WALL) TYP. SPLIT LEVEL CROSS SECTION 'RESERVEB FOR THE NEW YqN( STATE STAMP OF MVVµ' %FEW°�`9AY 2 6 200.0 mff P8 N PIRPIm" 247 (IH H 6118. YIHH11E8OXE, P4 17842 (870) 887-2838 F42 887-0280 TYPICAL CROSS SECTIONS - IRC TE,BSL/DRP DA 31 DEC 03 REv WG RIM A 1 o FOLDING ROOF SECTION RIDGE BOARD TO RIDGE BOARD CONNECTION (EAC 10d NAILS OR EQUAL AT 24' O.C. (ON-SITE) OPT, DROP IN ROOF CAP SEE DWG. 6.1 DETAIL 'E'-i--� / 12 3 THRU 12 r 2.4 SPF STUD KNEE V ALL - INSULATION 8'-0' MI 2X8 CEILING BEAM 3 -DUO FAST 607 AT 16' D.C. (ON-SITE) 2x2 LEDGER TO 2x6 CONN - DUO FAST 607 AT 9' O.C. 1/2' DIA. BOLT V/ WASHER AT B'-0' D.C. (ON-SITE) - TO UPPER RAFTER CONNECTION DUO FAST 607 NAILS OR EQUAL 2x4 TO UPPER RAFTER CONNECTION _(4) DUO FAST 607 NAILS OR EQUAL - 2x6 TO LOVER RAFTER CONNECTION —(2) DUO FAST 607 NAILS OR EQUAL 1x3 (CONT) TO RAFTER CONNECTION (2> DUO FAST 607 NAILS OR EQUAL KNEEVALL TO RAFTER CONN (TOP L BOTTOM) 1 1/2' x 10' 26 GA. STL STRAP V/ (3) 10d NAILS ATTIC STORAGE RAFTER SYSTEM •• REFERENCES. SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE 1GGR.D TRANSVERSE ROOF - ENDWALL 'SPACE RESERVED FOR THE NEW YEW STATE STAMPA If APPROVAL' � 1 i S �• • �x�• ••0 'Fieto �I �•w•J.•.i �S�.JK',� 07AY 2 7 2 6 20_ rN,ws r�Aw rw• 1•A�a�• v rti� ROOF SYSTEMS — IRC 1 PA-� ' DRP 18 JAN 03 A26 V2' DIA BOLT 2x4 TDP L BOTTOM PLATE TO KNEEVALL GUSSET TO RAFTER CONNECTION (6> 6d CONNECTION (2) DUO FAST 607 NAILS OR EQUAL GALV NAILS EA SIDE STAGGERED DR EQUAL (ON SITE) 2x6 (CONT) TO JOIST CONNECTION - - - ---� (3) DUO FAST 607 NAILS OR EQUAL MICR13LAM LEDGER TO JOIST CONNECTION GUSSET TO JOIST CONNECTION EA. SIDE FAST 607 NAILS OR EQUAL AT 6' O.C. (11) 1 1/2' x 16 GUAGE STAPLES DR EQUAL (STAGGERED) ATTIC STORAGE RAFTER SYSTEM •• REFERENCES. SECTION R803.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEW YORK STATE 1GGR.D TRANSVERSE ROOF - ENDWALL 'SPACE RESERVED FOR THE NEW YEW STATE STAMPA If APPROVAL' � 1 i S �• • �x�• ••0 'Fieto �I �•w•J.•.i �S�.JK',� 07AY 2 7 2 6 20_ rN,ws r�Aw rw• 1•A�a�• v rti� ROOF SYSTEMS — IRC 1 PA-� ' DRP 18 JAN 03 A26 ATTIC 1, ALL FRA 2. DESIGN I USE, SEE 3. ERECTION A. MODU BEFOI B. RAISI C. MAKE CONN D. BOLT E. ROTA CATHEDRAL ATTIC STORAGE RAFTER SYSTEM SPECIFICATIONS TO BE THE SAME AS FLAT ATTIC STORAGE RAFTER 4 (4) 1 1/2' x 9 1/4' (6) 16d OR MICROLAM — (6) .131 x 3 1/4' NAILS (2) 16d OR !) .131 x 3 1/2' NAILS (A) 2.8 OR 2.104 CENTER GIRDER NHL 2x8 OR 240 STORAGE SYSTEM NOTES HIP DETAIL (STORAGE ONLY) FOR BEDROOM SET UP PROCEDURES FTERS AND INSERT KNEEVALLS ION AT GUSSET L KNEEVALLS NOTED AS DN -SITE E OGETHER AT MATING LINE 2x6 RAFTERS FROM FDLDED POSITION UNTIL THEY MAKE CONNECTIONS NOTED AS DN -SITE (OPT) DROP FOR SOME UNITS SEE DWG 8.1 DETAIL 'E' FDR DN -SITE EXTERIOR WALL HEADERS SIDE WALL am REFERENCES- SECTION R803.2.2 TABLE 5032.1 (1) RESIDENTIAL CODE OF NEW Y13RK STATE EVA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 SIDE END WIND COLUMN CONN, TO FLOOR (2) 2x10 RIDGE BEAM (3) 16d OR(3) 16d OR .131 x 3 1/2' Nj1/4' .131 x 3 1/2' NAILS (4) 1 1/2' x 9 2x4 BILK. " (2) 2x8 (DR 2x1D)2X2 MICROLAM (4) 16d OR PERIMETER JOISTS (4) .131 x 3 1/2' NAILS (4) 16d OR WIND COLUMN CONN. AT RIDGE2x2 (4) .131 x 3 1/2' NAILS SECT (2) 1 1/2' x 9 1/4' EACH WAY MICRDLAM PER HALF ELEV HORIZONTAL GIRDER TO WIND COLUMN CONN VAULTED RAFTER WIND COLUMN DETAILS RIDGE BOARD TO RIDGE 10d NAILS OR EQUAL A' 2x8 TO UPPER (2) DUO FAST E 12 3 THRU 12r-7 V AIR OVERHANG SEE DWG 8.1 —DETAIL 'J' FOLDING ROOF SECTION (EACH SIDE) 4 MEMBER BEAM SHOWN OPT. 5 L 6 MEMBER BEAM OPTIONAL COLLAR TIE STRAP TO BEAM (7) DUO FAST 1 1/2' x 26 GA. STEEL STRAPS (I) PER BEAM MEMBER STRAP TO STUD CONNECTION (7) DUO FAST DBCL NAILS OR EQ. (ON-SITE) FULL STUDS IN ENDVALL UNDER REAM � VAULTED CEILING SYSTEM NOTES 1. ALL FRAMING AT 16' O.C. 2. ERECTION SEQUENCE OF ROOF IS AS FOLLOWS A MODULES ARE SET ACCORDING TO STD. SET UP PROCEDURES BEFORE ERECTION OF RAFTER SYSTEM B. RAISE 2X10 RAFTERS L INSERT BEAM SUPPORT WALLS C. MAKE ON-SITE CONN AT GUSSETS L BEAM SUPPORT WALLS D. ROTATE UPPER 2X6 RAFTER FROM FLR POSITION UNTIL THEY MEET AT PEAK MAKE ON-SITE CONNECTIONS (OPT. DROP IN ROOF CAP > E. ADD GABLE END WIND COLUMN (SEE DETAIL) SEE SECTION 17 OF CALCS. MANUAL FOR HIP BEAM SIZE BY PITCH (0 1 1/2' x 9 1/4' M.L. BEAM TO UPPER RAFTER CONNECTION WIND CDLUMN— (4> DUO FAST 607 NAILS OR EQUAL 2x2 BLOCK TD BEAM CONNECTION (2) DUO FAST 607 NAILS OR EQUAL 1 1/2'x26 GA. STL. STRAP TO RAFTER CONN. if—(4) DUD FAST 607 NAILS OR EQUAL EA. END LDVER RAFTER TO BEAM CONNECTION --(5) DUO FAST 607 NAILS OR EQUAL .x 7/16' OSB. EXPOSURE 41, SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOF ------ STRUCTURE 2 16' D.C. 235# ASPHAULT OR FIBERGLASS HM MBR TO HM MBR SHINGLES OVER 150 FELT cl, DUD FAST 607 GUSSET TO RAFTER CONI OR EQUAL AT 6' D.C. (6) 6d GALV. NAILS OR 2x2 LEDGER TO BEAM CONN EX SIDE. STAGGERED (OI DUO FAST 607 NAILS OR EQUAL AT 9. O.C. 1/2' DIA BOLT - GABLE END WALL MUST BE CALCULATED AS BEARING 2 -2x10 RIDGE BEAM / 2x8 SPF#2 AT 16' D.C. (R-19) GUSSET TO JOIST CONN EA SIDE R-19 INSULATION 2x10 SPF#2 AT 24' D.C. (R-19) (BUILD UP WITH FIRRING STRIPS) (11> 1 1/2'x16 GA STAPLES R-30 INSULATION (BUILD UP V/ FURRING STRIPS) 2x12 SPF#2 AT 24' O.C. (R-38) (BUILD UP V/ FIRRING STRIPS) OR EQUAL STAGGERED R-38 INSULATION (BUILD UP V/ FURRING STRIPS) 2x8 (CONT) TO CONNECTION (3) DUO FAST 6077 NAI NAILS OR EOUAL----� VAULTED CEILING RAFTER SYSTEM 1 1/2' PLYWOOD GUSSET EACH SIDE APA RATED SHEATHING 16/32 EXPA 2x6 (CONT) TO JOIST CONN —X (3) DUO FAST 607 NAILS OR EQUAL FDR THE NEW ''O�P�IIAY 2 6 2005 �o. UP W r i ,, 1(mC llft. PA I744f (S79, -u =U PAZ 4d 90 ROOF SYSTEMS — IRC DRP ' 18 JAN 03 A27 u REFERENCEL SECTION RM22 TABLE 58321 W RESIDENTIAL CODE OF NEV TOR( STATE EVA C3 %, APA ENGINEERED VOM CONVRl1CTIDN GUIDE TABLE 624 V AO SPACE I/2' BOLT V/ WASHERS ON� BOTH SIDES vs- AD! 16-ADR FLOW PERF. ALU SOFFIT BAFFLE TO BE PROVIDED OVER INSULATION F01 ROI' VENTILATION u 7/16' OSI, EXPOSURE 01. SPAM RATING 24/16 2x6 ILI My BE USED ONLY WITH SUPPORTING R06 2.2 STRUCTURE ! 16' C.C. KNEEWALL 1' ABR SPACE PROVIDED LNIS FOR ACTUAL LEL. SEE DI➢NIOVER V AIR SPACE PROVIDED2x4 (2' REO'A FOR MASS) `UA REFER TONUAL FOR RAFTER SIZE AR➢ SPACING CENTER BEAM SP. SHINGLES 51 car SPFB2 CENTER 13'-9' VIDE, 2x8 SPFR2 1/2' BOLT V/WASHERS 1/2' PLYVOOD BAFFLEFOR OVER ISIZES MIN 2%3 CR SPF ON BOTH SIDES TYP. VENTILATION KNEE WALL 2" SK#2 AT 16. OR 24' OE, GYP B0 PLATE ( sums ! N' O.C. OR S STUDS ! 16' OR 24• UC 24 WIDE 5/12 RAFTER v 7/16. OSB, EXPOSURE 6L SPAM RATING 24A6 MAY BE USED ONLY VITH SUPPORTING RDEF STRUCTURE ! 16' OL SEE INDIVO1A1 FLmMLANS FOR ACTUAL GS.L REFER TO CALLS MANAL FOR RAFTER SIS AND SPACING 2356 ASP. SHINGLES OVER 15B FELT PAPER DROP -1N RIDGE SI L E MODULES AA 7/16' DSI, EXPOSURE 01, SPAN RATING 24/16 HAY BE USED ONLY WITH S1IPPORTIIG ROOF � STRUCTURE ! 16. OC. SEE DONOINI FLDOtPLANS FOR ACTUAL GSL REFER TO CALLS MANUAL FOR RAFTER SIZE AND SPACDG 23?! ASP. SHINGLES 1 Ov[6 ISO FELL I I 1 O 1 1 5� 101 W fA I KNEE WALL I' AO SPACE ItILT V/ VAsNEts . O !x6 SAP" AT N• OR N• RG rcoNT. Vr GTT xa014 TR PLATE =Y ' IBL WNU yr GYP BA 2X4 tTMS R N• DG OR 2x4 VMS TAP PLATE 27 WIDE 5/12 RAFTER M. Or yr ENP DRIP -IN RIDGE SI SEE INDIVDXVL FLDOMLNIS FOR ACTUAL GSL REFER TO CALLS KAN AN. FOR RKTCR SIS AND SPACCIG Mim, rt SOUP RIDGEO -SEE PAGE BA26 FOR INFORMATION OaPAPER 2x6 ILI 2x4 SPF STUD 2.2 MY BE USED ONLY WITH SUPPORTING ROOF KNEEWALL 1' ABR SPACE PROVIDED V AIR SPACE PROVIDED2x4 (2' REO'A FOR MASS) (2' REO'D. FOR MASS)KNEEVALLL2' CENTER BEAM BOLT V/VASHERS2x8 SPFB2 CENTER 13'-9' VIDE, 2x8 SPFR2 1/2' BOLT V/WASHERS 1/2' PLYVOOD BAFFLEFOR OVER ISIZES 15'-9' VIDE, 2x12 SPFB2 ON BOTH SIDES fA SEE CALLS. MANUAL FOR B ADDITIONAL SIZES AND 1/2' PLYWOOD OFION.2x6 LIMBER SPECIESGUSSET PLATE SOFFIT EXT. WALL STUDS 1/2' GYP. BRD� FASCIA 2x8 SYP 62 DR UNITS UP TO 13'-9' VIAE BOARD AND CEILINGS - DHL. TOP PLATE FOR UNITS OVER 13'-9' VIDE DBL 2x4 VENTE➢J 2x4 CEILING OR 2x6 CEILING JOISTS TD BE TOP PLATE SOFFIT EXT. WALL STUDS 2x10 B 16' D.C. 1/2' GYP. BRA 1 1/2'x9 1/4' L.VL. 2 24' OL. TYP. FOR WALLS AND CEILINGS 10' 13'-9' UP TO 15'-9' TYP. 5/12 RAFTER LAYOUT FOR UNITS DVFR Il' -10' AND UP TO IS -9' IN WIDTH yr ENP DRIP -IN RIDGE SI SEE INDIVDXVL FLDOMLNIS FOR ACTUAL GSL REFER TO CALLS KAN AN. FOR RKTCR SIS AND SPACCIG Mim, rt SOUP RIDGEO -SEE PAGE BA26 FOR INFORMATION OaPAPER 2x6 ILI DN DROP-IN RIDGE SECTIONS r 7/16' OS), EXPOSURE 61, SPAN RATING 21/I6 2.2 MY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE B 16• GG 10 V AIR SPACE PROVIDED2x4 SPF STUD (2' REO'D. FOR MASS)KNEEVALLL2' BOLT V/VASHERS2x8 SPFB2 CENTER ON BOTH SIDES BEAM, SEE CALLS. 1/2' PLYVOOD BAFFLEFOR OVER ISIZES ADDITIONAL GUSSET PLATE FOR RO2x6 AND SPECIES, FASCIA ZxBDR 24' O.C. BOARD DBL. TOP PLATE DHL 2x4 VENTED) 2x4 OR 2x6 TOP PLATE SOFFIT EXT. WALL STUDS 1/2' GYP. BRD� I TYP. FOR WALLS AND CEILINGS DLD-FAST 607 ! Ir ILE DETAIL CONT. 2I6 L.4 TOP PULE SKYLIGHT FRAMING DETAILS NOTES. 1. SKYLIGHTS TO BE CURB MOUNTED TD HAVE APPROVED IMPACT TEST L SKYLIGHTS ON STATIONARY SDR: OF HINGE RODE TO BE FACTORY INSTALLED 3. SKYLIGHTS IN FOLDING SIDE IBL HINGED ROOF WILL BE FRAMED OUT IN FACTORY AND SHIPPED LOOSE FOR FIELD INSTALLATION 4. TRUSS 14JST BE SPACED PER APPROVED TRUSS DVGS. 66 REFERENCED SECTION R00322 TABLE 5032.1 (D RESIDENTUL CODE OF NEW YORK STATE EVA E30-90, APA ENGINEERED WOOD CONSTRUCTION GUIDE TALE RN 9 kti N( IIS NEW Y VATS STAMP IF APR w . N427 e _ El "MAY 62b't1%/ ,re _10140po"rx ffo.4f rs INC. B4> w m 6BRR. 601LBBDRO, a 1>Iu Fm/ R.n-u» r.�r 6n-alB6 ROOF SYSTEMS - IRC Sam 6BA DWc Io BSL/DRP 1B JAN 03 A28 ENT SONM (AK/4 VD STD Ob T -D 2x9 TREATED STLI,_ PLATE AAlNOR M1TS vr47' ID' EIOEDED M FOlMBAT01 VAII. AT r OL 42 CORSEBAP Ou „� .' SMTD yr m PARpND I CDVEA V/ RTI) COATM 'DACE RESERVm FOR THE KV YO➢( STATE STAIN 6 NPROVAL• R-30 0-38 OPT) UISMATTOI Y/ VAPOR 2x6 SKIS RMGE BCMI a a SPF STM t u'¢ 1R 24'¢ BARRffR TOVARD COIOTTIOED SPACE S OF ROOF REOR PER AOON 1 IDADt. SEL CALG (SEE D M AOBL STATE REW1 NNIS B.B SK B2 FOR IMIBIAU SEE me IIANBYi.I MY BE tOfSIIE BY BUD➢R) 11¢O.S 240 DF 2x6 mu RAFTERS AT W ¢ 27 VT¢ N s I 5l6 SKB2 RO¢ )CMI RATED STORAli � l DL )AM➢ ..mSTi 19/R' NA BAIEp LTOID-Iy'llOt IMTN Siff O' RR MST V / (SK K m NMTN u• ¢ ED -1 STAGGERED 4• IDD t W ¢ a 24.OLI2r- saE a M .1mSTs t -u, R-24 OR R -BB TRBLa.LTIUW V/ VNQ BARRIER TOWARD COmTTOBED VACS: DOLS v/ VASu rte' ¢ ( SITEGYP RIARD DI1ERIDt K 242 SK B2 Mm MSTS V/ SPWCES yr m RMRD MALS C DFTFIII[R Y 242Ot2x1DSKC TALO:RED AT 4' 1m1 2x3 OI 2x4 WEE VALSaN•¢ FWSH .x➢STSV/SPLICFFTMSH STAeeOE➢ AT 4. M D TMH V/ VNOR BAR R-19 D61AA710N V/ VAPOR BARRIER TEWAAD [OMITIIIIED DACE EST TOWARD COmTT�ED DACE '",I ,,•E, FLOV�FODSMMST$ ND Y# OR 2x4 SK S 9 16. OC M 24• ¢ yr em BOARD MASS c yr err IOARDMASS cAIR e ,�,,' t`, -\S1B • rj • ,�, �♦ ,� ]�/��,j_.•�^]I(- MST AT O' 01 24' ¢(SEE (SEF C1MRT MOVE iTR EFAIE L SPECIES) • -�. A✓�F.� O 4h Is OMIT ARNE FOR OGDE RT>D9L Alm DECIESmw T/u• �➢ (STOw fLA t f • m R 24 DBL BA!m .R6iT2 241 SK SK 4 B2 f¢ 24 SK K TD IMTN VIDE IODMS. 2x10 yr Rrvn T -O BY �� MDL DAWN MMWVIRLLS DSK TIu' T6Bm • Sm OF FER MSTS SK 02 FOR 27 VTOF 16' ¢ W-1 W TREATED SOL yr Ry1AY ON " TO IMTN DL ARE IM�LLAT�ED� O/Sr NA RAIID SilltD-IiLO➢I • • •' • w D/r RYV(C) RATE SM O' F1.R MSTS OR FLR O•TORML�TU34 v4' STYFSFEAIv4•sTYRaow 4 -0'Im➢ M TION ON-SITE BY RM.DER OR �� ANLTMk IRTS vY4T IS' OOmCD M FMDMAT➢W NY NOT DAlL m OR FRATI PACE fOBMAT1Ol OE SPF TO MTOI SOE OF FER MITS J_Bsp_�p•'B•W, ,�, rD(.. •.•,t om,, Lr SULU VNASHERS VA AT r OG EVSK sTun a u• ¢ oR 24• E RmF/vDm Eiwnl, sEF BAER V/SMSGES STAGGERED OlA RATmF, MEATTmoSK STM 2 W ¢ a 24' ¢ 4•-090W I, Iofw V LOADS. SEF r Q OC ENT SONM (AK/4 VD STD Ob T -D 2x9 TREATED STLI,_ PLATE AAlNOR M1TS vr47' ID' EIOEDED M FOlMBAT01 VAII. AT r OL 42 CORSEBAP Ou „� .' SMTD yr m PARpND I CDVEA V/ RTI) COATM 'DACE RESERVm FOR THE KV YO➢( STATE STAIN 6 NPROVAL• a a SPF STM t u'¢ 1R 24'¢ FI.R MST& B 16'*— REOR PER AOON 1 IDADt. SEL CALG B.B SK B2 FOR IMIBIAU 11¢O.S 240 DF 27 VT¢ N s I DBL MAW MSTS (SK 62 TOABA RATED STORAli � l DL )AM➢ ..mSTi 19/R' NA BAIEp LTOID-Iy'llOt IMTN Siff O' RR MST V / (SK K m NMTN u• ¢ ED -1 STAGGERED 4• IDD saE a M .1mSTs t -u, R-24 OR R -BB TRBLa.LTIUW V/ VNQ BARRIER TOWARD COmTTOBED VACS: DOLS v/ VASu rte' ¢ ( SITEGYP RIARD DI1ERIDt K 242 SK B2 Mm MSTS V/ SPWCES yr m RMRD MALS C DFTFIII[R Y 242Ot2x1DSKC TALO:RED AT 4' 1m1 FWSH .x➢STSV/SPLICFFTMSH STAeeOE➢ AT 4. M D TMH V/ VNOR BAR R-19 D61AA710N V/ VAPOR BARRIER TEWAAD [OMITIIIIED DACE EST TOWARD COmTT�ED DACE '",I ,,•E, ND Y# OR 2x4 SK S 9 16. OC M 24• ¢ S L/4mVMYL OI 71-n 0M OR 2x4 SK STUD t O' ¢ TR 24' ¢ ,�,,' t`, -\S1B • rj • ,�, �♦ ,� ]�/��,j_.•�^]I(- MST • -�. A✓�F.� O 4h Is RT>D9L N fLA t f • m R 24 DBL BA!m .R6iT2 241 SK SK 4 B2 f¢ 24 SK K TD IMTN VIDE IODMS. 2x10 19/3r NA RATED STURD-1-FlmR BY �� MDL DAWN MMWVIRLLS DSK • Sm OF FER MSTS SK 02 FOR 27 VTOF 16' ¢ W-1 W TREATED SOL " TO IMTN DL ARE IM�LLAT�ED� O/Sr NA RAIID SilltD-IiLO➢I • • •' • V/SPWCES STAOOEAED NT0M2 RATE SM O' F1.R MSTS OR FLR O•TORML�TU34 lE• ¢ ExP-1 4 -0'Im➢ M TION ON-SITE BY RM.DER OR ANLTMk IRTS vY4T IS' OOmCD M FMDMAT➢W NY NOT DAlL m OR FRATI PACE fOBMAT1Ol OE SPF TO MTOI SOE OF FER MITS J_Bsp_�p•'B•W, ,�, rD(.. •.•,t om,, Lr SULU VNASHERS VA AT r OG V/SMSGES STAGGERED T AT W ¢ OTTE MSTALLE I 4•-090W I, Iofw OC B R-19 INSLLATMH WTALLED o V OfSITE/ T. BY )ANF, DBL SAM =STS "MSTS 4' SOID CN 9 R-19 M TTOT )STALLED 4' SMID cN o LTTE RT. Br NICE. FDINBA WALL AT r 2 R Ms MAY 2 T I S� a FLA 12 CIXAM EAG B B 2 mRSE EAG ABTBTTLLNLFF,,, B io sTAFrrREn L f r �TlM WA s ��,OlcL yr ac PN ma rnvu v/ BAsoE r B TEon a yr me PANCOK .�`��0CF 'NfwYO'''�. ••. mrF-sTTE DT DLDLDERI v/ BITIRmNS EMT" F ATDBI vM FORmAT101 VN.LS m SFTE B9 wuDER> a STTF BY BUDxRI COWER v/ Dn TM H P,I JO .� EOAWZOW MWS am" 4' SMID w o a 4' v/ 6x6xlo 2 CTI= u 4• E»c SW v/ 6x6xlo s� WINE■ o(G1Na® _ '13 ., .. r .Cc:: 1W. u • n • •• oCL Em I II mzr` L V R1[➢ \_6/ • ' • • , ♦ W~ BARR4� �W �i'� '••.. %ETI9. ••'Fj�`J` POiAKl •OGVFA BED tkw 19 AW 2 6 2005 B, BAA wnD.nM MMM TD E DRAD TRE �'Ell%%00 CROSS SECTION A -A w DAR wTrDAnM m BAR cowman) CROSS SECTION B -B M�r�mW SEL we Ta FOR ADDITT CROSs SELTTOI NOES S¢ we All FOR ADDITO'ML tlmts SEI:Tmw NTTES i ®JlPd IiC. s49 Os m BADE• Bmu➢BOaS. PA nsAS (m) sn-assa nx wt #sK PROJECTING SECTIONS DETAIL — IRC W. BSLDRP DATE, T 16 JAN 03 REAh VWG m A30 9 MULTIPLE ROOM PROJECTION FLR PLAN ( 1ST STORY OF 2—STORY OR SINGLE STORY) ROOM PROJECTION FLR PLAN (IST L 2ND STORY) MULTIPLE ROOM PROJECTION ELECT L HEATING PLAN ( IST STORY OF 2 -STORY OR SINGLE STORY) MULTIPLE PROJECTION FLR PLAN NOTES ROOM PROJECTION ELECT. L HEATING (IST L 2ND STORY> MULTIPLE ROOM PROJECTION FLR PLAN ( 2ND STORY OF 2—STORY) AS PROJECTION SIZE INCREASES, ROOM SIZE WILL INCREASE PROPORTIONATELY, BUT NO ADDITIONAL ROOMS OR SPACES VILL BE ADDED OPENING IN PERIMETER WALL ADJACENT TO RAIN HOUSE SHEATH PERIMETER VALL OF UNIT FULL LENGTH INCLUDING OPENINGS V/ LB' THERMOPLY OR EQUAL REMOVE SHEATHING, STUDS AFTER MODUE PLACEMENT AS PROJECTION SIZE INCREASES, ROOM SIZE WILL INCREASE PROPORTIONATELY, BUT NO ADDITIONAL ROOMS OR SPACES WILL BE ADDED LIVING, EAT 1N KIT. RECREATION. SLEEPING ROO6 SHALL NAVE NATURAL LIGHT PROVIDED THROUGH AN EXTERIOR GLAZING AREA OF NOT LESS THAN B[ OF THE FLOM AREA NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE THROUGH OPENING TO TIE OUTSIDE AIR, NOT LESS THAN IX OF THE FLOOR AREA !Y NAl(IO .fit PROJECTING S ION VALL OPENING DETAIL MULTIPLE PROJECTION ELECT. L HEATING PLAN ( 2ND STORY OF 2—STORY) 'SPACE RESERVED FOR THE NEW YORX STATE STAID 6 APPRWAL' P""" MAY 2 72-0-M JL /YI! Y IY.fIIL'llpY I PROJECTING SECTIONS DETAIL — IRC I BSL/DRP I f8 JAN 11 II II 11 II II II II II II II II N II II II ii: 11 II II 11 11 II II 11 11 11 II II IIII II 11II II u n u w II II •u 11 ""` u u n it II 11 II 11 11 11 11 11 11 II 11 II !Y NAl(IO .fit PROJECTING S ION VALL OPENING DETAIL MULTIPLE PROJECTION ELECT. L HEATING PLAN ( 2ND STORY OF 2—STORY) 'SPACE RESERVED FOR THE NEW YORX STATE STAID 6 APPRWAL' P""" MAY 2 72-0-M JL /YI! Y IY.fIIL'llpY I PROJECTING SECTIONS DETAIL — IRC I BSL/DRP I f8 JAN NOTE SEE SHEET 36.1 FOR EXPLANATIONS ON NOTES z-ua EAa TRUSS otzTrE LLmt AT LI. OLS 2s6 M f \ ALUMDIDM DRV _' ALIA0mA1 FASCIA 56TTT I ALUM. J OMII4- STANDARD OVERHANG DETAIL DETAL v rsme ovEui NY vnEn Sr SUD.nEII - an smwcl PDRa ST Q Lr lUtlmt MSTALL SRID SIJIEJ(DIL M ALrvs [RESETS EACH SIDE. FASTTIED v I vz•o= a STAALEs u EACH SUE STAMERED END LANDING D SIZE LY w Ecp BI—LEVEL ENTRY WALL DETAIL 'K' Y BMMER BI—LEVEL ENTRY WALL DETAIL 'L' TYP, GABEL END OVERHANG DETAIL 'M' DR MST—1.1 SRL =STs Iwm F D MSTS =:4. TYPICAL FLOOR FRAMING SPLIT LEVEL OFFSET DETAIL 'N' „ To rtlaz AIN FURSTDP SPACER SIPPOIT N CL1W VIfN STAMPf CHIMNEY PENETRATION DETAIL SECOND FLOOR HATING LINE DETAIL v TYPICAL SECOND FLOOR MAIL r RESERVED FDR THE NEV YOLK STATE STAID W APPROVAL' ,1%%111 logo,$, i �t do do I • T G teeitsislitst%' S ;;�I 2 6 2MI pay\pF NEW 4��i. yii "uFESS1�N �"� ITLAtt/tllilllll\\\\\\ XR/YS7YaY Howes, INC. M � 1�1 Yt li{Yv\ lY IM TYPICAL SECTIONS & DETAILS — IRC MlE REN DdS b RSL/DRP 1R JAW D; A35 FOR UPPER RAFTER TO RIDGE CONNECTION AND TO INTERMEDIATE BEAM CONNECTION AND LOVER INTERMEDIATE BEAM CONNECTION UPPER RAFTER RAFTER TO ROOF PITCH RAFTER SPACING NAIL SIZE L AMOUNT 5/12 2 16' O.C. (4) 16d SINKERS PER RAFTER SPACE 5/12 1 24' O.C. (5) 16d SINKERS PER RAFTER SPACE NOTE, FOR ADDITIONAL FASTENING REQUIREMENTS REFER TO SECTIONS 28 AND 29 OF APEX CALCULATIONS MANUAL 9/12 1 24' D.C. (12) Sd NAILS PER SIDE OF CLG JST 12/12 1 16. O.C. (6) Bd NAILS PER SIDE OF CLG JST 12/12 1 24' D.C. (9) 8d NAILS PER SIDE OF CLG JST :DIATE BEAM CONNECTION FR1IM 2x6 TO 2x4 2x2 2AFTER SPACING NAIL�SIZE L AMOUNT P. 16' O.C. (3) 16d SINKERS PER RAFTER SPACE 1 24' D.C. (4) 16d SINKERS PER RAFTER SPACE 1 16' D.C. (3) 16d SINKERS PER RAFTER SPACE 1 24' D.C. (4) 16d SINKERS PER RAFTER SPACE 1 16' D.C. (3) 16d SINKERS PER RAFTER SPACE 1 24' D.C. (5) 16d SINKERS PER RAFTER SPACE 1 16' O.C. (3) 16d SINKERS PER RAFTER SPACE 1 24' O.C. (4) 16d SINKERS PER RAFTER SPACE iR STUD TO TOP AND BTM. PLATE CONNECTION W/STUDS 16' D.C. AND 9'-0' WALL HEIGHT ND ZONE D OF 10d NAILS THROUGH (1) TOP PLATE TO STUD AND THROUGH BTM. PLATE TO STUD. OR Y OF 1Dd NAILS TOED FROM STUD TO TOP PLATE AND FROM STUD TO BTM, PLATE 18 PSF 2 2 24 PSF 2 3 32 PSF 2 3 OTHER LOADING MAY REQUIRE ADDITIONAL FASTENING - •MINIMUM PENETRATION INTO STUDS- 1 1/2' FOR STUD TO TOP AND BTM. PLATE CONNECTION W/STUDS 1 16' D.C. AND B' -D' WALL HEIGHT WIND ZONE B OF 10d NAILS THROUGH (1) TOP PLATE TO STUD AND THROUGH BTM. PLATE TO STUD. OR N OF IOd NAILS TOED FROM STUD TO 70P PLATE AND FROM STUD TO BTM. PLATE 18 PSP 1 2 24 PSF 2 2 32 PSF 2 3 •• OTHER LOADM MAY REQUIRE ADDITIONAL FASTENING •EE MINIMUM PENETRATION INTO STUDS, 1 1/2' 'SPKE RESSYVE• (TY TIE xEV YOlx STATE VW W MP• - 1p MAY j 6 2061 Fess"oN a �� Jq W J(Il WE, lVO1VJflRA4'. PA ,fH (if•}Yf-HY lII •tl-•lN TYP. 16' WIDE UNIT FASTENING — IRC ' DRP '"Tia JAN 03 uv. sw x) A 3 6 z -ma E RJSS 1 BLCtx nT C21 I 2x6 SUB FALL ALLMIx1W ORIF EDGE 6' AILNINRM FASCIA VENTED RFFIT ALLR J c N. Dc 16' at MUSt o 'RATTING STANDARD OVERHANG DETAIL DETAD 'r DR .NR FMCSTOP SPADE suPPa ELIN V STRAYS 'IRESi® ImsTs JOISTS RER All TYPICAL FLOOR FRAMING CHIMNEY PENETRATION DETAIL IT, RIDGE I TYR, VENTILATION DETAIL RASNSW TYPICAL SECOND FLOOR DETAIL T' SECOND FLOOR OVERHANG DETAIL '0' '_'A EACH 10OF/2ND FLOOR INTERSECTION DETAIL ICY STE DETAIL eAL`. Sic t P' 6[ 1 SECOND FLOOR MATING LINE OEva '0' 1-16 W EACH Sl 1 1/2'%6'X26 DAILY STEEL AT .8' 04 DETAIL REFERENCE NOTES I. RIDGE VENT (OR GABLE END VENTS) 2. R-19 INSULATION W/ VAPOR BARRIER TOWARDS CONDITIONED SPACE, INSTALLED ON-SITE/ OPT. BY MANUF. (SEE DWG A45 AND A45, ADDT'L STATE REQUIREMENTS SEE CALCULATIONS MANUAL) 3, SAME AS NOTE #2 W/ UNHEATED BSMNT ONLY 4. 3' DIA. PIPE COLUMNS (ON-SITE) SEE FOUNDATION DETAILS 5. 5/8'x4' LAG BOLTS (4 EA. COLUMN) (ON-SITE BY BUILDER) 6, 5/8' BOLTS W/WASHERS AT 48' D.C. (SITE INSTALLED) 7. 2.2 CONTINUOUS LEDGER (NY -2x2 M.L. LEDGER OR JOIST HANGERS) 8. DER JOISTS 8 16' O.C. 2.8 SPF#2 FOR 24 WIDE MODELS, 2.10 SPF#2 FOR 28 WIDE MODELS SEE CALCULATIONS MANUAL FOR OTHERS. 9. DOUBLE BAND JOISTS (SPF42 TO MATCH SIZE OF FLOOR JOISTS W/ SPLICES STAGGERED 4'-0' MIN.) 10, 4 MEMBER CENTER FLR GIRDER W/SPLICES STAGGERED AND LOCATED AT 8' INCREMENTS IN COORDINATION W/COL. OR PIER SPACING (4) 2x8 SYP#2 FOR 24 WIDE MODELS, (4) 2x10 SYP#2 FOR 28 WIDE MODELS. SEE CALCULATIONS MANUAL FOR OTHERS. 11. 19/32 APA RATED STURD-I-FLOOR, 16' O.C. EXCP.-I 12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH 13, R-13 INSULATION W/VAPOR BARRIER TOWARDS CONDITIONED SPACE (OPT.) SEE NOTE 42 (SEE DWG 10, ADD'L. STATE REQUIREMENTS) 14. EXT. SHEATHING (A) OSB (N.A. RATED SHEATHING) (STD) (B) 5/8' PLYWOOD T-111 (G 1/2' MAX (OPT) (D) 3/4' GYPSUM (OPT) (E) R -MAX (OPT) 15. EXT. SIDING (A) 4X4 VINYL (STD) (B) 5/8' T-111 (OPT) 16. R-30 INSULATION W/VAPOR BARRIER TOWARDS CONS. SPACE (SEE ADD'L STATE REQUIREMENTS) 17.1/2'x1 1/2' WOOD COMPRESSION STRIP OVER ALL INTERIOR WALLS 18, PREFABRICATED WOOD TRUSS E 24' D.C. (STD) (SEE DWG 1 FOR ADD'L SPACING/LOADS 19, 2.4 SPF#2 STUD E 16' D.C. (OPT) (2x4 SPF#2 REQ.D PER ROOF/WIND LOADS, SEE CALC. MANUAL) PBL. TOP PLATES (STD) REO'D IP TRUSSES DO NOT ALLIGN W/STUDS SEE NOTE 40 20. 235# ASPHALT OR FIBERGLASS (CLASS C) SHINGLES OVER #15 FELT 21. •RT 7/16' DSB, EXPOSURE 41, SPAN RATING 24/16 MAY BE USED ONLY WITH SUPPORTING ROOF STRUCTURE 8 16' D.C. 22. APPROVED METAL JOIST HANGERS DR LEDGER 23, DOUBLE BAND JOIST SPF#2 TO MATCH SIZE OF FLOOR JOIST 24, 2X4 SPF#2 8 16' D.C.(DPT) SEE NOTE 40 25, 4 MEMBER CENTER FLR GIRDER W/SPLICES STAGGERED AND LOCATED AT 8' INCREMENTS IN COORDINATION W/COL. OR PIER SPACING 26, A V AIR SPACE FOR VENTILATION IS PEWS VIA AN INSULATION RETAINER INSTALLED BETWEEN TRUSSES (EVERY OTHER TRUSS) 27, 2 OR 4 MEMBER SECOND FLR GIRDER W/SPLICES 4' O.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE 28. (4) 2x12 CLG GIRDERS W/SPLICES STAGGERED 4' O.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE 29. 5/8' BOLTS 8 8' O.C. (ON-SITE) 30. 2x6 SPF#2 CLG JOISTS AT 16' O.0 31. DBL. 2.12 SPF#2 BAND JOISTS W/SPLICES STAGGERED 4' MIN. 32 CRAWL SPACE FOUNDATION WALL (ON-SITE BY BUILDER) SEE FOUNDATION DETAIL 33, BASEMENT FOUNDATION WALL (ON-SITE BY BUILDER) 34. 16'x16' CRAWL SPACE FOUNDATION PIER (DN -SITE BY BUILDER) SEE FOUNDATION DETAIL 35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER 36. 2 PCS. 1/2' PLY OR STRUCTWOOD FILLER 37. DOUBLE 1/2'x1 1/2' COMPRESSION STRIP 38. WEDGE BLOCKING 39. DHL. 2.4 SPF STUD AT 16' O.C. MARRIAGE WALL (STD) 2.3 SPF#2 AT 16' O.C. OR 2x4 SPF STUD AT 24' O.C. (OPT) (SEE CALC. MANUAL) DBL. TOP PLATES (STD) REQ'D IF TRUSSES DO NOT ALLIGN W/STUDS 40. 2X6 SPF STUD GRADE 16' O.C. (STD) (24' O.C. OPT) 41. EAVES FLASHING STRIP OF MINERAL SURFACED ROLL ROOF TO EXTEND TO A POINT OF 12' MIN. INSIDE THE INTERIOR WALL LINE 42.1 1/2'.16'x26 GA. GALVINIZED STEEL STRAPS PLACED AT 48' D.C. (#21).R REFERENCES, SECTION R603.2.2 TABLE 503.2.1 (1) RESIDENTIAL CODE DP NEW YORK STATE EWA E30-98, APA ENGINEERED WOOD CONSTRUCTION GUIDE TABLE #24 1 1/2'%16'X26 GALV. STEEL TWO STORY 2ND FLR OVERHANG ROOF ANCHOPAGE TO MATING WALL GPT. TRUSS TO WALL ANCHORAGE A-16 GA EACH STT 'Y -DOW RATER 1 1/2'%10'X26 GAL V. STEEL AT A. at 60tl EAC' TWO STORY FIRST FLOOR CLG ANCHURAGE TO BEG. WALL TRUSS TO WALL ANCHORAGE :HDI FDP Ha.� 2ND FLP TO ;ST FLR CONNECTION (FERIHGIIR D' HOL-+E +uD (@h HALF; LLG FLP GIRDER) S -D EXT. WAL'_ TO FLP, ANCHOR 'VACE RESERVED FOR THE NEV YORX STATE STYP 01 xVPROVAL'1 i • ' op �► ' ��►• des • *Aj•Ir�•nCW `�►'�� NEpy y9�FESSIONP; MAY 2 6 T9l fIDMES, INC. I TYPICAL SECTIONS & DETAILS DRP f 15 JAN A36.1 12'-0' TO 13'-9• VIDE K-ffimam �e-mo M K rm mun rtsoi mna UNDER 12'-0' WIDE —m arK�u•¢ >-t-er sPr K rona)v mms m m ima r K.Ym! a mom, riv a.• m•. nm !Et)�YIB SIK - )A[ OI1' / LY -Y VfKJ YD- O6 SN CSK} 1Y -Y VmD Mi. D6 SP)K Y/Y YSm¢ KO YQO L6. bi SKK Iblt Urti' / V -Y VQO Cli. 01 YfK S/It�)A! flr-S' / V1 Vfm N i'TK s/u aaKa ¢y vmo a VSK vK or -r / v -r vm m nrK itnt aKn ¢� vmo m nrAe u/u ar-a / vs vm m crrK sne aAani r� vmo to u LKK ane ar-r / v -r vmo a. m WK erne arr / v -s• vmo at m OfK 'SPACE RSpIVm )Vt M IEV Y¢tl( Mn STEW a IPPRO - I i 7j! w I I • AiMFOk AY2?Z�06��►N`� .o����TT�F INFW 1, "',;,;I;,�TIG111Y 2 629 (4D Jl BOW'S INC. sn or m a .. �PA ))w fm.YW-.... R" W) w TYPICAL FRAMING DETAILS - IRC LIE KV. NG b BSL/DRP 19 JAN 03 A 3 8 TR¢K mTl Aon rTx mvx �sT AKCS APPOfi DROIIDI VM1 fVRf ST M1SOM lG Vu i e AT _ F 4 •M r�mc arm n m v rmvn.rr �nm vrma �m Tna/i rK ar �•6 T/0 )i• !MT SIOI'I KT RlOi 12'-0' TO 13'-9• VIDE K-ffimam �e-mo M K rm mun rtsoi mna UNDER 12'-0' WIDE —m arK�u•¢ >-t-er sPr K rona)v mms m m ima r K.Ym! a mom, riv a.• m•. nm !Et)�YIB SIK - )A[ OI1' / LY -Y VfKJ YD- O6 SN CSK} 1Y -Y VmD Mi. D6 SP)K Y/Y YSm¢ KO YQO L6. bi SKK Iblt Urti' / V -Y VQO Cli. 01 YfK S/It�)A! flr-S' / V1 Vfm N i'TK s/u aaKa ¢y vmo a VSK vK or -r / v -r vm m nrK itnt aKn ¢� vmo m nrAe u/u ar-a / vs vm m crrK sne aAani r� vmo to u LKK ane ar-r / v -r vmo a. m WK erne arr / v -s• vmo at m OfK 'SPACE RSpIVm )Vt M IEV Y¢tl( Mn STEW a IPPRO - I i 7j! w I I • AiMFOk AY2?Z�06��►N`� .o����TT�F INFW 1, "',;,;I;,�TIG111Y 2 629 (4D Jl BOW'S INC. sn or m a .. �PA ))w fm.YW-.... R" W) w TYPICAL FRAMING DETAILS - IRC LIE KV. NG b BSL/DRP 19 JAN 03 A 3 8 DHL 2:6.14 SPF 43 r7/16 DSD TDP RATES 1 COMPRESSION STRIP �tl N PN d F NN 2%6X14 SPF 43 1 L2-2X4X9t5 SPF 02 PLATE RAT VALL TIE W/ 4 LAGS APEX SERIES SIDEWALL FRAMING (� 2x6X14 SPF 63 I TDP PLATE 6FWy J� _ 'g8 li S§ I� P HDR Sim PER SPAN SIZE 66 II II ii u j 7/16 DSD 0. sid I1S sN EXTERIOR VN y� INTER1Ot SIDE SHEATHING www 1 ND. DICTATED DY SPAM Stu ND DICTATED 1Y SPM SIZE �tl N PN d F NN 2%6X14 SPF 43 1 L2-2X4X9t5 SPF 02 PLATE RAT VALL TIE W/ 4 LAGS APEX SERIES SIDEWALL FRAMING (� 2x6X14 SPF 63 I TDP PLATE 6FWy J� _ 'g8 li S§ I� agy HDR Sim PER SPAN SIZE 66 II II ii u j ]/16 DSD 0. sid I1S sN EXTERIOR VALL y� INTER1Ot SIDE SKATNOND www 1 ND. DICTATED DY SPAM Stu ND DICTATED 1Y SPM SIZE 2%6X14 SPF 83 J 2-2%4X93 SPF 92 PLATE FLAT WALL TIE V/ 4 LAGS APEX SERIES ENDWALL FRAMING CLG DENT SIZED PER SPAN SIZE APEX SERIES MARRIAGE NOTE, ALL FRAMING MENEM NOT WALL FRAMED OPENINGS NOTED ARE AS LISTED ABOVE J� _ li S§ I� HDR Sim PER SPAN SIZE 66 II II ii u j _2X6 SPF K JACK STUDS—I 0. sid I1S sN 2X4 SPF 12 .IAC% STUDS y� INTER1Ot SIDE www 1 ND. DICTATED DY SPAM Stu ND DICTATED 1Y SPM SIZE N� 2X4 SPF *2-'A"STUDS ND DICTATED NY SPAN SIZES y� N 7/16 0S1 N II r� 2X4 R2 TEMP II SHPNG SUPPORTS II H HEADERED ARCHWAY EXTERIOR WALL 11 4V JI PPN fCH Hit CLEAR SPAN OPENING '%f NJ APEX SERIES MARRIAGE NOTE, ALL FRAMING MENEM NOT WALL FRAMED OPENINGS NOTED ARE AS LISTED ABOVE APEX SERIES ENDWALL FRAMED OPENINGS APEX SERIES EXTERIOR CORNER CONNECTION DETAI J� _ li S§ I� 66 66 .0 j _2X6 SPF K JACK STUDS—I 0. sid I1S sN y� INTER1Ot SIDE www 1 ND. DICTATED DY SPAM Stu N� wwN y� N 7/16 0S1 H MP) EXTERIOR WALL V PPN fCH Hit '%f NJ NJ I ill -mill APEX SERIES ENDWALL FRAMED OPENINGS APEX SERIES EXTERIOR CORNER CONNECTION DETAI APEX SERIES INTERIOR WALL FRAMED OPENINGS ENDWALL TOP PLATE OVERLAPS SIDEWALL TOP PLATE FOR TIE IN J a � w N ENDWALL FLOOR PLAN VIEW J� _ li S§ �0 66 .0 I I _2X6 SPF K JACK STUDS—I 0. N I1S VY DRYWALL INTER1Ot SIDE www 1 ND. DICTATED DY SPAM Stu N� wwN y� N 7/16 0S1 H MP) EXTERIOR WALL NN� APEX SERIES INTERIOR WALL FRAMED OPENINGS ENDWALL TOP PLATE OVERLAPS SIDEWALL TOP PLATE FOR TIE IN J a � w N ENDWALL FLOOR PLAN VIEW ENDWALL — GANG NAIL PRPL3 TOP PLATE TO TOP PLATE EXT WALL CONNECTION DETAIL r DEL 2.4.14 SPF 43 7/16 DSD I TDP PLATES rCOMPRESSDN STRIP J� _ S§ 7F g .0 I I ENDWALL — GANG NAIL PRPL3 TOP PLATE TO TOP PLATE EXT WALL CONNECTION DETAIL r DEL 2.4.14 SPF 43 7/16 DSD I TDP PLATES rCOMPRESSDN STRIP 2-2X0913 SPF 12J L - 2X4)14 SPF E3 FLAT ALL TIE V/ PLATE 4 LAGS APEX SERIES MARRIAGE WALL FRAMING 2x4.14 SPF413 OR 2X6XI4 SPF•3 J� _ 7F g iw Sg I I _2X6 SPF K JACK STUDS—I 0. W I1S VY DRYWALL INTER1Ot SIDE 1 ND. DICTATED DY SPAM Stu y� N 7/16 0S1 H MP) EXTERIOR WALL SHEATIOL Hit 2-2X0913 SPF 12J L - 2X4)14 SPF E3 FLAT ALL TIE V/ PLATE 4 LAGS APEX SERIES MARRIAGE WALL FRAMING 2x4.14 SPF413 OR 2X6XI4 SPF•3 66 NNf qpu KXC • p NNN 2.4.14 SPFD3 ORJ L2-2X4X93 SPF DL 2%6X14 SPF03 FLAT WALL TIE 30TTOI PLATE W/ 4 LAGS APEX SERIES INTERIOR WALL FRAMING J� _ 7F g I I _2X6 SPF K JACK STUDS—I 0. I1S VY DRYWALL INTER1Ot SIDE 1 ND. DICTATED DY SPAM Stu 66 NNf qpu KXC • p NNN 2.4.14 SPFD3 ORJ L2-2X4X93 SPF DL 2%6X14 SPF03 FLAT WALL TIE 30TTOI PLATE W/ 4 LAGS APEX SERIES INTERIOR WALL FRAMING Nor SIC STD EX7. WALL TO FLR ANOIOR APEX SERIES SIDEWALL FRAMED OPENINGS APEX SERIES STRAPPING DETAILS TRUSS TO WALL ANCHORAGE OPT. TRUSS TO WALL ANCHORAGE APEX SERIES INT TO INT WALL CONNECTION DETAILS 3 X 6 METAL CLD PLATES TOP PLATE INT TO INT WALL CONNECTION DETAIL 16D MALLS INT WALL TO INT WALL CONNECTION DETAIL 1 FLOOR PLAN VIEW NOTED ALL FRAMING MEMBERS NOT NOTED ARE AS LISTED ABOVE h !NV APEX SERIES INT TO BEARING WALL CONNECTION DETAILS GANG NAIL PRPL3 TOP PLATE INT TO HEARING WALL CONNECTION DETAIL 4-vss• X 4• LAG )LLT V/vALL INT WALL TO HEARING WALL CONNECTION DETAIL 11 2-2x4%93 SPF K MT WALL TEE 9 I® W m M I N Y V A U "w S N• Y w • • 1 i �• i � j > annro°1pr�$ % r AIQb. MAY 26 r RDA/ S, !Y D2 AT7 WN, -M-810PA Raw f"61 837-LMAS 7" Bff-OBI I WALL SYSTEMS — IRC I VIEW ' BSL/DRP 1 18 JAN 03 A39 _ I I _2X6 SPF K JACK STUDS—I 0. I1S 1 ND. DICTATED DY SPAM Stu H MP) Hit MULLED OR COMBO(TYP)— i WINDOWS 2X6 SPF 02 NOTION SILL Mp" I DOOR OPNG 1 I I I 111111111 1 I Nor SIC STD EX7. WALL TO FLR ANOIOR APEX SERIES SIDEWALL FRAMED OPENINGS APEX SERIES STRAPPING DETAILS TRUSS TO WALL ANCHORAGE OPT. TRUSS TO WALL ANCHORAGE APEX SERIES INT TO INT WALL CONNECTION DETAILS 3 X 6 METAL CLD PLATES TOP PLATE INT TO INT WALL CONNECTION DETAIL 16D MALLS INT WALL TO INT WALL CONNECTION DETAIL 1 FLOOR PLAN VIEW NOTED ALL FRAMING MEMBERS NOT NOTED ARE AS LISTED ABOVE h !NV APEX SERIES INT TO BEARING WALL CONNECTION DETAILS GANG NAIL PRPL3 TOP PLATE INT TO HEARING WALL CONNECTION DETAIL 4-vss• X 4• LAG )LLT V/vALL INT WALL TO HEARING WALL CONNECTION DETAIL 11 2-2x4%93 SPF K MT WALL TEE 9 I® W m M I N Y V A U "w S N• Y w • • 1 i �• i � j > annro°1pr�$ % r AIQb. MAY 26 r RDA/ S, !Y D2 AT7 WN, -M-810PA Raw f"61 837-LMAS 7" Bff-OBI I WALL SYSTEMS — IRC I VIEW ' BSL/DRP 1 18 JAN 03 A39 NOTE- ALL BLOCKING IS 3/4 X 1 WRAPPING STICKS UNLESS OTHERVISE NOTED APEX SERIES WALL FASTENING SCHEDULE 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 #40 BLOCKING STAPLES P15BAB 10000/BX DRYWALL TO STUD (INT) MUR 6225 -BH LAG BOLTS 5164HLP 1000/CRTN DRYWALL TO STUD (EXT) DOW VERAMER 350 LB STRAPPING STAPLES P15BAB. 10000/BX a Y TYPICAL APEX SERIES BLOCKING DETAILS ELECTRICAL BLOCKING STD SHOVER BLOCKING KITCHEN BLOCKING R m 3X5 2DGA. PROTECTIVE 0 STEEL PLATES RECD 'w WHERE PIPES PENETRAT STUDS OR PLATES AND i I ARE WITHIN 1 1/2' OF w EITHER EDGE U r1in I 1•11'I"I VASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING. APEX SERIES PROTECTIVE STEEL PLATES 4X14 1/2' 20GA. PROTECTIVE STEEL PLATES REDD WHERE VIRES PENETRATE PLATES PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS •arc yes m � � + nerz Vw a ,wn w I -"%Y 2 6 2005 IQ/1[!wI ® ArN OX. Xf'S, INC. an oa m A•Y. 1mWl•vaC. ti 17" WALL SYSTEMS - IRC YT[. CM qIG b BSL/DRP 18 JAN 03 _A40 a Y u u U� WZ U� u ¢ Z oG ua W d 0 q ¢ u ¢ NJ NW .W.10 Wq Z 'W Gy NO H Y Z q U q pJ W F f J :ox J 4 W ^ N 00 0 W mw f N Y rj W q O � J X NS I U w w ELECTRICAL BLOCKING STD SHOVER BLOCKING KITCHEN BLOCKING R m 3X5 2DGA. PROTECTIVE 0 STEEL PLATES RECD 'w WHERE PIPES PENETRAT STUDS OR PLATES AND i I ARE WITHIN 1 1/2' OF w EITHER EDGE U r1in I 1•11'I"I VASHER BLOCKING VANITY BLOCKING STD TUB BLOCKING. APEX SERIES PROTECTIVE STEEL PLATES 4X14 1/2' 20GA. PROTECTIVE STEEL PLATES REDD WHERE VIRES PENETRATE PLATES PLUMBING PIPES PANEL BOXES AND ELECTRIC DROPS •arc yes m � � + nerz Vw a ,wn w I -"%Y 2 6 2005 IQ/1[!wI ® ArN OX. Xf'S, INC. an oa m A•Y. 1mWl•vaC. ti 17" WALL SYSTEMS - IRC YT[. CM qIG b BSL/DRP 18 JAN 03 _A40 V) LD W .Ze Q W U Z D W h0 M Nn LC z 2x8 CLG. JSTS. ViR-30 FFA INSUL. V/VS. /2' GYP. BRD, O 41/2' R 7/16' C.S.S. SHEATHING ED 3/4' POLYSTYRENE 41/e FOAM BOARD R-13 F.G. INSUL V/VI AMED EAR -11 F.G. BATTS I/2' GYP. HRD. INSUL VINYL SIDING 12x4 STUDS 1 16. O.C. NSUL.UL 12 .D. .. N -I O O J Q 3 7/16• D.S.B SHEATHING Q. VINYL SIDING Z R-19 F.G. INSUL. V/VB 2.8 CLG. JSTS. C3 Of 1/2' GYP. BRD. 2x8 CLG. JSTS. W ~ 2x6 STUDS B 16' AC. R-11 F& BATTS Q X INSUL ? W z� 14 R -3B F.G. INSUL. R-38 FA INSUL V/V.B V/V.D. L` 1/2' GYP. BRA 1/2' GYP. HRA INSULATION VALUES FOR ROOF / CEILING — VAULTED RAFTER MIN AIR SPACE 02351 ASPM SHNGLS. ,7/16' O.S.B. SHTG. 30 FG INSUL. /V3 (COMPRESSED) GYP. BRA O x12 RAFTER 2351 ASPM. SHNGLS. 7/16' OS.B. SHTG. R-30 F.G. INSUL. V/V.B. 1/2' GYP. BRD. O VAULTED CEILING V/ ELECTRIC HEAT IS NOT AVAILABLE INSULATION VALUES FOR FLOORS 2xB FLR. JSTS. 19/32' T L G D.S.B. UNDERLAYMENT VR -30 INSUL N.B. (COMPRESSED) 10 2xB FLR. JSTS. 19/32' T L G O.S.B. UNDERLAYNENT R-19 F.G. INSUL. V / V.B. 11 INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECcheck REPORT (INCLUDING THE INSPECTION CHECKLIST) INSULATION VALUES FOR 1ST FLR. TO 2ND FLR, EXT, PERIMETER 7/16' OSJL SHEATHING 3/4' POLYSTYRENE FOAM RGARD(R-3.8) R-19 F.G. INSUL. V/VH I/2' GYP. BRD. VINYL SIDING 2.6 STUDS B 16. O.C. 13 7/16' O.S.B. SHEATHING 1 I/2' POLYSTYRENE FOAM BOARD(R-7S) R-19 FG INSUL. V/VB 1/2' GYP. BRD. VINYL SIDING 2.6 STUDS B 16' O.C. 7/16. OSS. SHEATHING 1' POLYSTYRENE FOAM BOARD(R-5) R-21 F.G. INSUL. V/VBApt— 16 1/2' GYP. BRA VINYL SIDING 2x6 STUDS B 16' O.C. O ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE TI -11 NOTES( 3' FRAMING L RESIDENTIAL BUILDINGS REGULATED BY THIS PART SHALL BE DESIGNED IN ACCORDANCE WITH THE THERMAL NC PERFORMAE VALUES LISTED IN THE ECCC OF NYS. THE APPROPRIATE THERMAL PERFORMANCE REQUIREMENTS SHALL BE DEPENDANT ON THE HEATING SYSTEM TYPE THAT PROVIDES COMFORT CONDITIONING TO THE MAJORITY OF THE CONDITIONED FLOOR AREA R-19 F.G. INSUL 2. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE O' ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR RETARDER LOCATED ON THE WINTER WARM SIDE OF THE INSLLAT113N IN ACCORDANCE WITH THE ECCC O' NYS. 3. INSLILATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES. SILL LINES, BAND JOISTS, AND CORNERS. 4. ALLOWABLE INFILTRATION RATES (When tested A .ccord.nce eIth ASTM E 283). VINDOVS ( cfn per Sq t foot of shoe ore.) - 0.3 Ref, ANWWDMA 101/142 L ASTM D 099. SLIDING DOORS (cfn per squ.re Foot of of door .re.) - 0.3. S.wVkV Doors (cfn per squ.re foot of door .re.) -0.5. R.cl ir.Ms b.sed ..Z.F"Y. S ALL JOINTS AND IPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AID ROOF/CEILINGS, BETWEEN WALLS AND FLOORS OR FOUNDATIONS. BETWEEN WALL PANELS, AT UTILITY SERVICE PENETRATIONS, AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, B AN AR INFILTRATION BARRIER SHALL BE INSTALLED WHEREVER A VENTILATED SIDING MATERIAL IS INSTALLED OO THE SIDING INSTALLATION TECHNIQUE NECESSITATES A LOOSE -FITTING APPLICATION 7. ALL FIREPLACE UNITS SHALL HAVE INFILTRATION LOSSES WITH THE DAMPER IN THE CLOSED POSITION NOT TO EXCEED 20 CFM AT 0.3 INCHES WATER GAUGE. IF THE DAMPER ALOE DOES NOT MEET THIS REQUIREMENT, TIGHT FITTING NONCOMBUSTIBLE FIREPLACE DOORS SHALL BE USED. & ALL FIREPLACE UNITS SMALL BE PRDVIDED WITH A SOURCE OF COMBUSTION AIR, DUCTED FROM THE OUTDOORS, (F SUFFICIENT QUANTITY TO SUPPORT COMBUSTION THIS SOURCE SHALL BE EQUIPPED VITH A DAMPER CAPABLE OF BEING FULLY CLOSED. 9. NO DEVICE INSTALLED 1N A FIREPLACE THAT USES A GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED VITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. 10, TEMPORATURE CONTROL EACH DWELLING OOT SHALL BE PROVIDED VITH AT LEAST I THRMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING SPACE TEMMPURATURE. EACH THERMOSTAT SHALL HAVE A MINIMUM RANGE 13' TEMP. SETTINGS FROM 45 DEGREES F TO 65 DEGREES F AND SMALL BE CAPABLE OF PROVIDING A DEADHAND DF NO U. ZONING AN ACCESSIBLE MANUAL W AUTOMATIC MEANS SHALL BE PROVIDED TO RESTRICT DR SHUT IFF THE HEATING AND/OR COOLING TO EACH TERMINAL WIT, 12. INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN 1' SMALL BE INSTALLED ON ANY SUPPLY AIR DUCTS LOCATED OUTSIDE DF A CONDITIONED SPACE 13. ALL TRANSVERSE JOINTS ON SUPPLY AIR DUCTS LOCATED OUTSIDE OF A CONDITIONED SPACE SMALL BE SEALED WITH ADHESIVES, SEALANTS, GASKETS, TAPE SYSTEMS, OR COMBINATIONS THEREF. 14, SUPPLY AND EXHAUST AIR INTAKES AND OUTLETS SHALL BE EQUIPPED WITH TIGHT SHUT HITT DAMPERS AT THE BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE IS INSULATION WITH A MINIMUM THICKNESS OF 1 l/2' SHALL BE INSTALLED W ANY SPACE HEATING DISTRIBUTION PIPING LOCATED OUTSIDE OF A CONDITIONED SPACE. 16. INSULATION WITH A MINIMUM THICKNESS OF NO LESS THAN 3/4' SMALL DE INSTALLED ON ANY SERVICE WATER DISTRIBUTION PIPING THAT IS GREATER THAN 3/4' IN DIAMETER 17. PLASTIC SKYLIGHTS REGULATED BY NYS. PMT 719, SHALL NOT EXCEED 200 SQ. FT. IN AREA L 5'-0' HIM BETWEEN SKYLIGHTS 1D. DOORS L WINDOWS LESS THAN 2'-0' FROM A LOT -LINE OR 1N EXTERIOR OR INTERIOR TENANT, STAIR, GARAGE SEPARATION WAIS L ZERO -LOT LINE WALLS ALSO SKYLIGHTS, LOUVERS, L RIDGE VERS LESS THAN TWO FEET FROM LOT -LIE OR PASSING THRU A FIRE RATED CEILING IN A STAIR Ot GARAGE SHALL BE 3/4 WL HIM FIRE RATED L BE SELF CLOSING OR HAVE A 3/4 HR. MDL OPENING PROTECTIVE 19. GLAZING IN DOORS, FIXED SIDE PANELS, TUB L SHOVER ENCLOSURES (INCLUDING DOG(, PANELS L WINDOWS) INTERIOR PARTITIONS 10' OR LESS FROM FLOOR LEVEL SHALL BE SAFETY GLAZED 20. SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION 2L MAXIMUM GLAZING PERCENTAGE SHALL NOT EXCEED 15X OF THE TOTAL EXTERIOR WALL MEA ' eQfRVU fOR DE ItV FDO( LTATF SYAIe 6 AR 9R VM' 110 /!qf Y rorx�Nes In 0 m e EmM1R0R " fr•A (e1•M Al-eAY PIl NYf-YM I INSULATION VALUES —IRC I BSL 1 6 JAN 03 _ I�` �Y, A44 INSULATION SCHEDULE ROOF/CEILING ROOF/CEILING 7/16' OSB. 15# FELT 235# SHINGLES 2xl2 RAFT. U-0.035 R-30- 1/2' DRYWALL FLOOR R-30 W/ V.B. INSUL. 2x4 TRUSS 1/2' /\ DRYWALL U-0,032 U-0.040 R-38 INSUL.2x4 TRUSS 1/2' � DRYWALL U-0.025 30 W INSUL. �py�2x8 RAFT. 1/2' B '1 /\fl DRYWALL U-0.039 ROOF/CEILING 7/16' OSB. 15# FELT 235# SHINGLES 2xl2 RAFT. U-0.035 R-30- 1/2' DRYWALL FLOOR WALLS 19/32' TLG ❑SB. R-19 INSUL. 2x8 FLR JOISTS W/ VB. U-0.050 19/32' TLG DSB. R-19 INSUL w/VB. 2x8 FLR JOISTS COMPRESSED U-0.040 WALLS VINYL SIDING 1/2' DRYWALL 1 1/2' POLYSTYRENE 2x6 STUDS 8 16' OC. U-0.038 FOAM BOARD R-19 INSUL. w/ VB. 7/16' OSB. NOTE, FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. INFILTRATION INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG. 21S ASHRAE Q's = 018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) V = VOLUME TI -TO = 72• - 0' F = TEMPERATURE DIFFERENTIAL BASE I AIR CHANGE = WINDOW OR DOOR 1 WALL .018x.72xlx.667 = .86 BTUH/SQ.FT. 1 1/2 AIR CHANGE = WINDOW OR DOOR 2 WALLS .018x.72x1.5x.667 = 1.30 BTUH/SQ.FT 2 AIR CHANGE = WINDOW OR DOOR 3 WALLS .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 SLIDING DOORS- 0.5 CFM/LF OF DOOR AREA SWINGING DOORS, .03 CFM/SF OF DOOR AREA MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA w HANDBOOK OF FUNDAMENTALS INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECcheck REPORT (INCLUDING THE INSPECTION CHECKLIST) SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION 'a�¢ IWiFilvO m nc ,cx Wwx nen STN 6 .W &' 1lI /lI! Y `:001naG'wwuuwwwna m fr u INSULATION VALUES -IRC BSL I 1B JAN 03 1 1 A45 -FFVINYL SIDING 7/16' OSB. 1/2' DRYWALL _ 2x4 STUD R-13 INSUL. w/ VS. U-0.070 VINYL SIDING 1/2' DRYWALL 1/2' R -MAX OR 3/4' STYROFOAM 2x4 STUD U-0.054 R-13 INSUL. w/ VS. 7/16' OSB. DRYWALL 5/8' PLY T1-11 2x4 STUD U-0.076 -MP R-13 INSUL. w/ VS. VINYL SIDING ---I[1/2' 7/16' OSB.INC DRYWALL 2x6 STUD 2x6 INSUL. w/ VB. U-0.053 VINYL SIDING 1/2' DRYWALL 1/2' R -MAX OR 3/16 STYROFOAM 2x6 STUD U-0.043 R-19 INSUL. w/ VB. 7/16' OSB. -__ VINYL SIDING 1/2' DRYWALL 1 1/2' POLYSTYRENE 2x6 STUDS 8 16' OC. U-0.038 FOAM BOARD R-19 INSUL. w/ VB. 7/16' OSB. NOTE, FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL. INFILTRATION INFILTRATION FACTORS .667 IS REDUCTION FOR STORM PANEL AND/OR WEATHER STRIP AS FOR TABLE 1 PG. 21S ASHRAE Q's = 018 V(TI-TO) AIR CHANGE ASHRAE 24.6(A) V = VOLUME TI -TO = 72• - 0' F = TEMPERATURE DIFFERENTIAL BASE I AIR CHANGE = WINDOW OR DOOR 1 WALL .018x.72xlx.667 = .86 BTUH/SQ.FT. 1 1/2 AIR CHANGE = WINDOW OR DOOR 2 WALLS .018x.72x1.5x.667 = 1.30 BTUH/SQ.FT 2 AIR CHANGE = WINDOW OR DOOR 3 WALLS .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 SLIDING DOORS- 0.5 CFM/LF OF DOOR AREA SWINGING DOORS, .03 CFM/SF OF DOOR AREA MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR WALL AREA w HANDBOOK OF FUNDAMENTALS INDIVIDUAL (DESCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO LOCAL CODE ENFORCEMENT OFFICIAL IN CONNECTION WITH BUILDING PERMIT APPLICATION SHALL BE ACCOMPANIED BY A MECcheck REPORT (INCLUDING THE INSPECTION CHECKLIST) SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION 'a�¢ IWiFilvO m nc ,cx Wwx nen STN 6 .W &' 1lI /lI! Y `:001naG'wwuuwwwna m fr u INSULATION VALUES -IRC BSL I 1B JAN 03 1 1 A45 f NOTESI L Nl Rllaan IOr KWOO M MOi m Y mTIIID L YYI.LLm d nT[ n xnld aar rat Ilia G r 19Yr ISS vA94 Mi Y ISAI[B r IOMI, p mE CLrQ.T, n N1Y[ 1 MTx TUY N0 rnYLG 4S LaRD IN M XrpriL Agy,9 l IEGIT O' VATEIrI�1n r 110 MO Lpinl p/Q a [•-0• Ip S lln Vpll mIQ OCICKO m Y L Ir r6AI mR L➢E n>ovt ova De OIa[M m r Mw vm vies amu VE Y¢ t vrromlerrml a volrs m x rACldr I•c ulna reALT¢AL AaC OSDL ). RKTa aVLL Y afrday [Vny rY Ip®nNLr A,a von "y an ua nwl r rx aGrlrim CVOIr rti• IGRa- p K n L xL M. D u�vnnAdIWranWc uMiu Y . w m ......,..,. VnlOrl A MnMW'lL Otl67IDl Vr m ran m Mr .lym Y IMx VM1 N m ium m s'Y a'an�r a Au m x�a vow 1 u'IM-r m ceaN Mc n arrLT un Ax iTr[ •L• caro tl LVTp R[ aWy Y alr0[l0 [v{ZT rY' Mmm�MLY NO AT EKM iIOR I®IT, IOT m �® Y -r vQTL[LI n Au mrt r orra rrc m Y atm v/ ataea [ rues Arr•OVtD cal and ux • arLL Y is Lw i•a ry arnr roac tl Awns rPc avu \tlr roclrNTc me Mro Aemaa:, sAL roc a m m aro A aN law[ Armar rte mw [Q NQ M[ T MOI IOQ fla®I QT IR l➢G1n6 6 AiiOQII2 n "� n�IMI:pAamAeu �reLuaal[ rnnuc aro x Mc w,Toelm K �'r'nlFi ml m�0f a m Y xnNlD p aT[ n lm n vAoaN arAlms m Y LxwTo A \al a r AaM M L[Vn d rA[1RY KTNlti ra111Q ac nallQ vAOd In - a2 vAaa ami ales. tl O [TQn pa M ra11A16 OI rall•E nW[ VGL 1MK 1Mr eros xrtMT[ rol \n rtm nYian LT rano nnle n, a n0[Y\ ar rtme vn1 tlAr \omaWJ17T 4 I T A xAa n O GIT') NYat m rII1D rOl [ f mw aYKY Ma avV M101 V61 x MOVQO w a'r rllt• 4L n vru Ca6TIXLrd rn a16TM`Ib 1II Ypp Ymlalr Y& x r mrL1NG1 vnN a'LTDi rrlN nes rAf v M RL rr NTS tl T fa1SIWL IpapG N A m rnLNf MaRiLa, p IGfOar DMLL x ltfr w r tNS n6Cn1K OImTLI ]Y OL I®lT®. AVALIU. R YR.rm. NL r A(maV6 V/ M G1aCluK �n V M ®r 1 rOwG YIL Y raC GIPIfD MCt YGl lI irLTpl tKn• a M ri M MNYS VIIN MTOrL EapVNjln m rJK1101Tp1 Mml IT rF]C1Ml[S Na Y anAaf m r>G MTn11M. aQ M2 M[ {at IPE RxlMTld xTAGA m rix rmrnn aro Y rawm aooY n a [darn a aaa:wn a �rPc�wJ.L1Oi m�curon vm�vNtl� ITm MTE Vlnl rK MM'S'S 11Wa1 VOa I0001i 1lta 111AM Vr rYa O2 6 IG1NQ M VATR KATQ gTKIATpI ayy IGET py1pR a, N IM O m1 .n mar Nl K YIaVAl2 V/ Y®1 r aL in >$KTW. Ya YVGi3 res rallAt r Imp IM rOW 6 M rG H NYS K rp Rlnl Mt Y !IIl mDlSlo K rp i Ala M la:K aR¢TOL DIL OISG VG MM VIIII IMr MJL Y OnlpplG K pOr[VYli p Y wr. ra•n aro x AV} ort Ir x �aWv MK A W K 1I ]k vM 4y mm =31v/ A vola I= I FM vdm - N M LGa Z, aN anw T Ala aT Grpr) aro x CI Ma Nd® & aI1mG aM6T w nA= Mx aur 17 O art ar,Nrnr lml a D•TALLO I�II,Y •% utiadr Nnns aVll Y rplap r rA[IT' vrr A r Kvr m Yxldr tn® y x raGT nDIL Tfa]I L.1rrd Na um OAIIIOIr KM MY x a d r➢Yi d amo Rm Y Mll(Ill)t ryl®! LA®pl KOILIdL Ala pT TIIQ DMLL MK A 1 VY Mr P ORp iY 14T IYMt aW1 Y anJlxO R io[Ela VARG KAlr4 iTi106 PLUMBING MATERIAL SPECIFICATIONS NC r1AfTC 9[ - KnFal@GII Ni W IID. 0]411 L M rI.AnC IM iTrTDIrS - ARIFaKi1E M xYr-1r lL M aLVOIf ¢Ip/I - KlN OCN-!0. AK rPC - K11Fx\OLL(i K Ai a. OISn-r wv Ip[ r/V mIRK Des rP[ Sa K1rI mart .mrt rrw[vvra FIELD CONNECTION BETWEEN MODULES OR BSMNT FIXTURES vA p 1 Vlp a prMLYOIO RmI aOJ.TI01 vlVm W6111G DQA}OI vnK avu x N$$E m tAOI LIVDG IMT VAm nw— Mr auT� vI�K rnrn•[ nlrrvALK rao vATu ami m taloa ou vAm Iatr r ILL Aa IOT YKEII N 0[tK rO!!Yl l 1 Vr Kllf 1 �r6 \aa > VY 1Q li I Vr W\ 1¢ lW mil ort LTiY) VCO Vr• I vrrrw rrptlOM UV. ➢6fA11 nLrl On K ap.A1 [ 1 I 1 Vr flll lE LAV SUPPLY LAV. DRAIN L VENT KIT SINK SUPPLY °A Lrm u rales[ aro x W/ OPT. DV. SUPPLY YaNpallr Valf01 1 LY NVxw IIi2LlIE [• 1 'VAQ �GOIVp M M IEV TOY GIATC 1TMr 6 MIYWK• 11? [III aO@K ADZ M' LTm I Vr W 7 Orr. aS IMC i vrsa• vorwY ry r r Taw vAaP ad 06 MSIG in r [MO w M Olt p tli M uv. p'p 'T• •K K O I a OEr Ori Kaon rlmv �arl. KIT SINK DRAIN L VENT rD vAta V/ OPT. DV. L GAR. DISP. \ Vr r 1W VW fTI11K aK1 Y �� �•[ i waVOlVilT VOIIO I MALL 6LK OIfV. 1 "[ aNvx WASHER BOX WASHER DRAIN L VENT u raluc aro x ImI a KIT SINK DRAIN L VENT •d"D'•'LL• "fl"a la. von •vciMTar TlOpl m —vAm nar Mx vAnaTlon. art asTA1Ln r u rallac aro c HOSE BIBBS r•AGrrvt r rAnT ravdNuv volm V/ VACUUM BREAK (NY ONLY) WASHER SUPPLY L W raTuc INIn a von laN r_� r -a• ot.w KNiX r Ma nAol Vm "�[ •� I � I ! P i�lQ rs• MG -I �I 10r .Vrtr I 1 .—_ J �.—_ m m -tor vATa Dnln r Ip m m AT A®Im res[ 3k mmw6 6 ImILT�I AT TEi mlr�ra maiAenR IVC NWOI vM me I/G• Ta J n aAm ro res > aarLac vAm m uaac r•s• Mt Ta1Ol von am \or TM1T m Nr\ rR VN]I TAW n Mr m [CrAY lull m AT IGT _ WATER HEATER DETAIL Inn �AC� n� r aNr NM axNar W cin Nl1an VAM irATos r a s am•a, rTN a Tldn mos, TYPICAL ➢V V SCHEMATIC Tr M T w rNn WA an101 m K \um W \m . Aclat TNII army. >ra ry vATu lam esu Y nes®w ruxr. D611liATn1 aWl x rAa1rG10 rlpl r11®a LT = LONG TURN •r'• LTTY = LONG TURN TEE-VYE DHL LTTY = DOUBLE LONG TURN TEE -WYE IM N •NA \vr1 Ivrrtl e Lm •'�' `I vr�roi �{I vrlazw �•;� ft1�•i � r•i 1 'LIN'• ' 'I 3 MM N e0 M K• I IIT a I M. AG! fV11CTALL I rQ MI P!Q M tll \ \ NI nes aw i \ N! rrLL " • s i ^'T• I Mr••L \MI Ll ff VGf IT R r1 yr 4 I MM Il \Vr1 YM • I '.ir+ti. VI I Irir \ Iyr Lm KI G KG iIIL T D)nit - IS1Rr'D4Y mm tl L !Sa[r - ArIN-KM m �vuw m. A> Lm I I SIT" ). YLR VN.K - M07 a9?I{ K t OPrR 4ADMrt lVa\O - K11FxY-r[ a w T m Oil[D OAp - FIYI aOGd[O r4T[GTp Pali aaVm NO x0.51 YIIIIIa NO i10A nKL - Yrin.Al�az•2-lir v/KmmlFazw-N n rt/.rl¢ TIOI - PrltllAvn-azo-IrGr v/Aiomlrazar-s. A\m azur-tl r a GTAGIIII G101 rLMt - Arx/r61-Nln}aFlir NiTO i s•"r� I ur Lm a vn®a DGM rvrTlNo - res/AImKunefDi e. K� u aarN rano - Anr/ANSlvuuvin�ur - K TWp IGIAI rWII' Atl - KIEIIM-rPJfIlF1fN n oNlo.o rwtr aai rata¢ - AavwmMuuu\�Tir TWO STORY, TWO FAMILY, A-2 ➢VV SCHEMATIC LL MamALi. ranDp. L CDAiIIf Dr41 x w Ort Y/ M �� o>x rlrT[ Nv [ m DWELLING OVER DWELLING n. N�Irz nIw r nr ..�. uvi Gn1OOL OLn•F] wrest uvt Iom r . atrlo went mrrn Tve Alx __ rma rnAun rtasGn OM N1 L•Kt aT M H W l VM[ OYLL x JM w rIILD MJt TNY M OLYf CODE OF NEW E RK SUTE I�ot as �tlM.IaxoTIIA� ry pis �Mr Ep M xAa L vOrt roan TO HEREIN AS THE R.C. of N.Y.S. r ar Ivru mm a AID M 6L RMQ --.M1�r mm vrc • yr xr m almam a� MAIN VENT L V.C. DRAIN L VENT �. AL �/1'/ r>T [i.Prnal�iuMaNLLx art Ip Y V➢nO yr a MNMIa a4 Lm TWO STORY (2ND STORY> POTABLE PLUMBING SCHEMATIC r •ru rOr A R A MIT! at INLL KylGa 4S 10 I L•r1 .DOM I u1 1 . A PAUL Ab ____ '"_ •!MITE • mu Nl- _ ITA : •,Y � v LL - I yr a =� I � •• arcPlra• . A tlG MR n \ vr1 MTN a al M vrrr V � � r.i iuiAo i imro� / ll! /'rlrY TWO STORY. TWO FAMILY, A-2 _00IPBX POTABLE PLUMBING SCHEMATIC ROA(�•S, INC. a Naw aWN o rp mn OD: SGT. lDT alx laal W � rA A��I a Iti OOr DO/a O I[VOYG x aimalC DDMI f_ am[ n [ao TWO STORY, ONE FAMILY, A-1 TYPICAL PLUMBING SCHEMATICS POTABLE PLUMBING SCHEMATICA46 as Iw aur ry rIm IIAN DRP m'18 JAN 03 p MM N e0 M K• I IIT a r i •l - " • s i �Yr• N ul / saw res Ll ff KI G KG iIIL T D)nit - IS1Rr'D4Y mm tl L !Sa[r - ArIN-KM m �vuw m. A> Lm I I SIT" ). YLR VN.K - M07 a9?I{ K t OPrR 4ADMrt lVa\O - K11FxY-r[ a w T m Oil[D OAp - FIYI aOGd[O r4T[GTp Pali aaVm NO x0.51 YIIIIIa NO i10A nKL - Yrin.Al�az•2-lir v/KmmlFazw-N n rt/.rl¢ TIOI - PrltllAvn-azo-IrGr v/Aiomlrazar-s. A\m azur-tl r a GTAGIIII G101 rLMt - Arx/r61-Nln}aFlir NiTO i s•"r� I ur Lm a vn®a DGM rvrTlNo - res/AImKunefDi e. K� u aarN rano - Anr/ANSlvuuvin�ur - K TWp IGIAI rWII' Atl - KIEIIM-rPJfIlF1fN n oNlo.o rwtr aai rata¢ - AavwmMuuu\�Tir TWO STORY, TWO FAMILY, A-2 ➢VV SCHEMATIC LL MamALi. ranDp. L CDAiIIf Dr41 x w Ort Y/ M �� o>x rlrT[ Nv [ m DWELLING OVER DWELLING n. N�Irz nIw r nr ..�. uvi Gn1OOL OLn•F] wrest uvt Iom r . atrlo went mrrn Tve Alx __ rma rnAun rtasGn OM N1 L•Kt aT M H W l VM[ OYLL x JM w rIILD MJt TNY M OLYf CODE OF NEW E RK SUTE I�ot as �tlM.IaxoTIIA� ry pis �Mr Ep M xAa L vOrt roan TO HEREIN AS THE R.C. of N.Y.S. r ar Ivru mm a AID M 6L RMQ --.M1�r mm vrc • yr xr m almam a� MAIN VENT L V.C. DRAIN L VENT �. AL �/1'/ r>T [i.Prnal�iuMaNLLx art Ip Y V➢nO yr a MNMIa a4 Lm TWO STORY (2ND STORY> POTABLE PLUMBING SCHEMATIC r •ru rOr A R A MIT! at INLL KylGa 4S 10 I L•r1 .DOM I u1 1 . A PAUL Ab ____ '"_ •!MITE • mu Nl- _ ITA : •,Y � v LL - I yr a =� I � •• arcPlra• . A tlG MR n \ vr1 MTN a al M vrrr V � � r.i iuiAo i imro� / ll! /'rlrY TWO STORY. TWO FAMILY, A-2 _00IPBX POTABLE PLUMBING SCHEMATIC ROA(�•S, INC. a Naw aWN o rp mn OD: SGT. lDT alx laal W � rA A��I a Iti OOr DO/a O I[VOYG x aimalC DDMI f_ am[ n [ao TWO STORY, ONE FAMILY, A-1 TYPICAL PLUMBING SCHEMATICS POTABLE PLUMBING SCHEMATICA46 as Iw aur ry rIm IIAN DRP m'18 JAN 03 p ANDERSEN WINDOW SCHEDULE 'U' VALUES M & W WINDOW SCHEDULE I -U' VALUES ,W STATE ST. W...f�K. KEY TYPE CODE ROUGH OPENING 'L' I 'V'-SQFT.-I 'R'l AIR W/GRILLEs /0 GRILLES KEY TYPE CODE RWGH OPENING 'L' 'V' 'SOFT.'R• I AIR STAR D WITH ARGON 1. DOUBLE HUNG TV2432 30 I/B'x41 1/4' 5.09 2,941 8.4 32 .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 32 .10 .34 .35 2. DOUBLE HUNG 2842 34 3/8'x53 1/4' 9.1 4.4 1 11.11 3.3 .11 .37 .33 3. DOUBLE HUNG TV3046' 38 I/8'x57 1/4' 10.31 5.73 14.85 32 .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 TV2852 34 1/8'x65 1/4' 10.48 5.881 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 TV2856 34 1/8'x69 1/4' 11.22 5.051 16.08 3.2 .10 .34 .35 5. DOUBLE HUNG 28566 34 3/8'x69 1/4' 122 6.04 14.6 3.3 .11 .37 .33 6. D.H. PICTURE TV20-DHP4246-20` 99 1/4'x57 1/4' 25A 6.4 1 39.0 3.2 .10 .34 .35 6. D.H. PICTURE 18-4046-18` 93 5/8'x57 1/4' 25.4 6.4 39.0 3.3 .D8 .37 .33 7. D.H. 45' BAY TV45-31046-20` 90 3/8'x58 3/4' 25.4 6.4 1 37.1 3.2 .10 .34 .35 7. ➢J4. 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 GIS BOW 97 1/4'x61 7/B' 302 10.8 42.0 32 .03 .34 .34 8. CASEMENT BOW 2050 4V 94 7/8'x6l 1/2' 26.0 20.3 42.0 3.3 .DS .35 .31 9. CASEMENT PICTURE CV25-2' 114 3/8'x60 3/8' 30.2 10.8 1 41.5 3.2 .03 .34 .34 9. CASEMENT PICTURE 2050 QUA➢' 96'x60' 30.2 10.8 41.5 3.3 .D5 .35 .31 10. CASEMENT CV135 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' 72 5.7 6.3 3.3 .05 .35 .31 - 11. CASEMENT CV15 28 7/8'x60 3/8' 11.2 8.5 11.8 3.2 .03 .34 .34 11. CASEMENT 2450' 29 1/4'x60 1/2' 11.2 8.5 11.8 3.3 .05 .35 .31 12. DOUBLE HUNG TW2042 26 1/8'x53 1/4' 5.79 3.4 9.41 3.2 .10 .34 .35 12. DOUBLE HUNG 2D42 26 3/8'x53 1/4' 5.79 3.4 9.41 3.3 .11 .37 .31 13. DOUBLE HUNG TV2046' 26 1/8'x57 1/4' 6.31 3.7 10.12 3.2 .10 .34 .35 13. DDUBLE HUNG 2046` 26 3/8'x57 1/4' 6.31 3.7 10.12 3.3 .11 .37 .33 14. DOUBLE HUNG TV2052` 26 1/8'x65 1/4' 7.37 4.31 11.54 32 .10 .34 .35 14. DOUBLE HUNG 2052' 26 3/8•x65 1/4' 7.37 4.31 11.54 3.3 .11 .37 .33 15, DOUBLE HUNG TV2056' 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 .33 16. DOUBLE HUNG TV3052' 38 1/8'x65 1/4' 12.03 6.67 16.95 32 .10 .34 .35 16. DWBLE HUNG 3052 38 3/8'x65 5/8' 13.0 6.39 16.95 3.3 .Il .37 .33 i7. DOUBLE HUNG TV3056 38 1/8'x69 1/4' 12.89 5.73 17.99 32 .10 .34 .35 17. DOUBLE HUNG 3056 38 3/8'x69 5/8' 13.9 6.87 17.99 3.3 .11 .37 .33 1B. D.H. C1RClE TOP CTN20 26 1/8'x15 3/4' 1.1 0 2.9 3.2 .10 .34 .35 18. D.H. CIRCLE TOP FCH-4 26 3/8'x14 5/8' 1.1 0 2.9 3.3 .11 .37 .33 19. D.H. CIRCLE TOP C7N24 3D 1/8'x17 3/4' 1.6 0 3.7 32 .10 .34 .35 19. D.H. CIRCLE TOP FCH-6 30 3/8'x16 5/8' L6 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'x18 5/8' 22 0 4.7 3.3 .11 .37 .33 21. D.H. CIRCLE TOP CTN30 38 1/8'x21 3/4' 2.8 D 5.8 32 .10 .34 .35 21. D.H. CIRCLE TOP FCH-10 38 3/8'x20 5/8' 2.8 0 5.8 3.3 .11 .37 .33 22. CSMNT CIRCLE TOP CTCVI 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 3.3 .05 .35 .31 23. CASEMENT CN235 41 1/4'x41 3/8' 8 7.4 11.9 3.2 .03 ,34 .34 23. CASEMENT .1835 TWIN 41 3/4'x41 1/4' 8 7.4 11.9 3.3 .05 .35 .31 24. C.TDP/PICTURE CTC3 OVER CP335 72 3/8'x79 3/4' 29.2 D 40.1 3.2 .10 .34 .35 24. C.TOP/PICTURE FCH-21 OVER 6053 73'x79 1/2' 29.2 0 40.1 3.3 .D8 .33 .34 25. ELIPTACLE ET6 72'x17 3/8' 4.3 0 8.7 3.2 .1D .34 .35 25. ELIPTACLE FE -11 71 3/4'x16 5/8' 4.3 0 8.7 3.3 .11 .33 .34 26. OCTAGON NOT APPLICABLE 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 N/A 27. AWNING AN31 36 1/2'x21' 3.5 1.9 5.3 32 .10 .34 .35 27. AWNING 3018 37'x20 3/4' 3.5 1.9 5.3 3.3 ,11 .33 .34 DOOR SCHEDULE aT QE)E06 TYPE ka" DPDM MAAAF 1' N• 'R' 'SLIT' Aa '1! A • Y' 114. m2 i y x ! VC TIpI yw 0 112 )N aA .m 44 x a0• Y atLL. mE 11 vY . ! VC 1101M -1N Y 17m 7A$ I" m N [ a! �' 11 yr a Y VC 11[pM-Tql -0 17m 741 W m J. x �• Y• UOILL. 06 V/ !.. ! Vr TIEPIN -TN 17 102 SIS !A) m m E >dI M• EIOQ V V Vr x ! VC TAEPIN-1PN N I12 1d h2 m m - I E x• P6LL. V/ N Vr . ! yr - 14 T1E➢IN-TW 14 111 m ti a 1{Y ➢IIOp //.pA! a Vr . ! yr WA WA a WA WA Wh wA WA WA N a{• MIptO NSE.VE a Vr x ! Vr .ELD•Vp WA WI. WA WI. WA WA I aY D/IOOa MLLA2 w we x ! Vr SLFVpI WA WA WA WA WA WA ,,,,,'"„•.•.,, • J 'b0 MIEP]! PALSAOE 10 we x ! Vr ,L1Ayq WA WA WA WA WA WA ,, , x af• MR1ID[ mYRI b V4' . ! Vr .FL>VCI wA WA WA WA WA WA , L aN DII{i0 11KLLl Y Mr. a Vr J1D-Vd wA WA WA WA WA WA • I I M E!I D/fR)a PmFi P� IY . N Vr JQpVry WA WA WA WA WA WA lift M Y 1NfEAIIE PmR) 0m( Y' . N VY .F1D-VCII WA WA WA WA WA WA G ]!• SN1[IVpA PG7(EI llml TY x N 1IL' .RyVp1 WA WA WA WA WA WA P bH MIgO 4' y1aE NLLIIE N Vr x b Vr a) Vp1 m WA WA WA WA WA IIS: 'R'xd INLTA N]) ISN !2 M.) M M • . VV/''•� 0 aN i' SLIOLL p.Kt )(a1 71 v4• . d !V ]SN I79 Cl Sf2 to S1 �57=_• �'a��I•� d l m 147 11 M) JO 45 ,,' , /`A� V4•R 1,, e. 3 YY . ! V!' 7 -T lllp'IN-iN A nN 0.a 141 4L y( 4{ !!S a' SVN. PAM a0a i Lr . d ICV m" 102 e) 1!I m m '#seep!!''�1AY )E•.d NQEPSCII aw If.0 l: M.) N N 2 !4Y Y IVa4 MlID 0m1 Im V4' a d 11CbN-1N 'XY Wl L7 [if LL Di 2 7 ld a d MbIX)d ]PJS I(.Y m M4 M m T z-afY !L txm/➢!A_ mS n Vr . ! Vr TI[)M-tM 0 NW 44 MS " M [Ata u F10N ML Ex)EY/Ddl. 0E n Vr . ! yr TMEPIV.-Teu a M4 42 421 25 m r E- S V •�E• v a5L 1! yr . ftUr TIQN-T111 14 ]04 u w m m V 11! Hil TTW10U1 v/]Oi5 f0 M ur x x• T7a51A-m S)S I92 u CS m m x 115 IIX TAANtpI V/ba f@i H6 Ir L1 VY . M• T1pM-Tw 45 n2 u 435 m m Y 111 1pl HOI Vlma a! N VE' . Y• TI[SyN-1 W 45 If2 N 4U m m NDTESI (a) DENOTES EGRESS WINDOWw lar PL! N ALL WINDOWS SHALL MEET DR EXCEED MINIMUM WIND PRESSURES AS PRESCRIBED (b) DENOTES (GRADE FLOOR ONLY) EGRESS WINDOW / lLPf PWIE77LY 1N SECTION R613, TABLE R301.2(2) AND TABLE R301.2(3) OF THE RESIDENTIAL CODE (c) DENOTES NEW YORK EGRESS WINDOW p,�w �, VC OF NEW YORK STATE. 5 , r. „w2 SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR (rn)4n-1211 ,4r In •2! ALL GLAZING IN HOMES ERECTED IN WIND BORNE DEBRIS REGIONS SHALL MEET MANUFACTURERS' WIND PRESSURE TESTING AND COMPLIANCE. OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R3012.1.2 IN THE SEE CALCULATIONS MANUAL APPENDIX 'G' FOR WINDOW AND DOOR WINDOW AND DOOR SCHEDULES RESIDENTIAL CODE OF NEW YORK STATE, MANUFACTURERS' ENERGY CODZ COMPLIANCE M !v /S M 1H pj{.}7 I� DRP JAN 03 THIS PRINT IS OK TO BE BUILT X TY DOWN JR. TOP AND BUT OF KNEE WALL NOTE; SHINGLES TO HAVE 6 NAILS PER SHINGLE L NAILS V6' O.C. EDGE U! INTERMEDIATE r8d tl NAILS 3' MC. STAGGERED OP AND BOTTOM ILS 3. D.0 AT BLOCK SPLICE SPLICE M• -D' FROM CORNER OF HOUSE 11j6' 0.5H - USE SAME MAILING AS FRONT WALL OPT, TWO STORY 1II 1II 1II 111 \ -I TBW PXtr OF �pEx PZRAECTioly F( flOWS, INC. OPENINGS Y -D• OR LARGER USE STRAP ON EVERY JACK STUD EXTERIOR AND MARRIAGE WALLS 3. O.C. STAGGERED BOTTOM x 18 GA EVERY J NAILS SIDE UPS FOR OR NIGHER x 18 GA I EVERY 060 MAY 2 $ 2005 90 MPH, 100 MPH, 110 MPH FASTEST MILE WIND ZONE DATE SCALE LAYER1 FILE NO va•�!'-D• MDA RCB 710 1 1/2' x IS GA 4hl '�I � / palm STRAP EVERYTRUSS i 1 TRUSS Btl NAILS S EACH SIDEDEL / Sd NAILSEACH RAPS FOR TOR q H 9 MHP HIGHER O,S 9/16 SIDEBmL OS.H '/161 STRAPS FOR L NAILS V6' O.C. EDGE U! INTERMEDIATE r8d tl NAILS 3' MC. STAGGERED OP AND BOTTOM ILS 3. D.0 AT BLOCK SPLICE SPLICE M• -D' FROM CORNER OF HOUSE 11j6' 0.5H - USE SAME MAILING AS FRONT WALL OPT, TWO STORY 1II 1II 1II 111 \ -I TBW PXtr OF �pEx PZRAECTioly F( flOWS, INC. OPENINGS Y -D• OR LARGER USE STRAP ON EVERY JACK STUD EXTERIOR AND MARRIAGE WALLS 3. O.C. STAGGERED BOTTOM x 18 GA EVERY J NAILS SIDE UPS FOR OR NIGHER x 18 GA I EVERY 060 MAY 2 $ 2005 90 MPH, 100 MPH, 110 MPH FASTEST MILE WIND ZONE DATE SCALE LAYER1 FILE NO va•�!'-D• MDA RCB 710 1 1/2' x IS GA / STRAP EVERY TRUSS Btl NAILS S EACH SIDEDEL / RAPS FOR TOR q H 9 MHP HIGHER O,S 9/16 OS.H '/161 L NAILS V6' O.C. EDGE U! INTERMEDIATE r8d tl NAILS 3' MC. STAGGERED OP AND BOTTOM ILS 3. D.0 AT BLOCK SPLICE SPLICE M• -D' FROM CORNER OF HOUSE 11j6' 0.5H - USE SAME MAILING AS FRONT WALL OPT, TWO STORY 1II 1II 1II 111 \ -I TBW PXtr OF �pEx PZRAECTioly F( flOWS, INC. OPENINGS Y -D• OR LARGER USE STRAP ON EVERY JACK STUD EXTERIOR AND MARRIAGE WALLS 3. O.C. STAGGERED BOTTOM x 18 GA EVERY J NAILS SIDE UPS FOR OR NIGHER x 18 GA I EVERY 060 MAY 2 $ 2005 90 MPH, 100 MPH, 110 MPH FASTEST MILE WIND ZONE DATE SCALE LAYER1 FILE NO va•�!'-D• MDA RCB 710