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29766-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32110 Date: 12/29/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 7225 NASSAU POINT RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 15 Lot 12 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 24, 2003 pursuant to which Building Permit No. 29766-Z dated SEPTEMBER 29, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RICHARD A HORSTMANN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-010-0185 04/11/06 ELECTRICAL CERTIFICATE NO. 2024021 06/28/05 PLUMBERS CERTIFICATION DATED 07/05/05 HARDY PLUMBING & HEATING uthorized Signature Rev. 1/81 � q � - ► ia9 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL Y 2n 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. Y 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 q Date. . BGe 111�ers _ New Construction:X 4krkt texisting Building: (check one) pld or Pre t I Location of Property: 70c� 5 Rcaj t)tE'h ,QL1 House Non p 'Street "" amlet Owner or Owners of Property: f�1C i lj `TC('( �V/r ri C1_1L 7L Suffolk County Tax Map No 1000, Section III Block Lot Subdivision Filed Map. Lot: Permit No.li 76G Z Date of Permit. al r'j!�o Applicant: .1 EL�p 1 . Health Dept.Approval: Underwriters Approval: We Planning Board Approval: Z Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ Applicant Signa' Co� 3ali6 o rn�n��n�sr�srn�nn�nns�n rn rn rr ��n�n�n�n�n�r�n�rru�rsr�r�r�� [r@J S 1151 5BY THIS CERTIFICATE OF COMPLIANCE UNDERWRITERS 5 S NEW YORK BOARD OFFIRE 5 5 BUREAU OF ELECTRICITY e5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 G & S ELECTRICAL CONTR. RICHARD HORSTMANN S 5 P.O. BOX 215 7225 NASSAU PT. ROAD 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 Located at 7225 NASSAU PT. ROAD CUTCHOGUE, NY 11935 e5 Application Number: 2024021 Certificate Number: 2024021 Section: 111 Block: 15 Lot: 12 Building Permit: 29766Z BDC. nsll 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: Ccs Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 28th June,2005. S 5 NameTAY Rate Rating Circuit Type 5 Alarm and Emergency Equipment rj 5 Sensor 2 0 Carbon Monoxide 5 Appliances and Accessories 5 5 Exhaust Fan 7 0 F.H.P. S fj Hydro Massage Tub(Therapeutic 2 0 5 L5J Range 1 0 50 Amps 5 ,5 Dish Washer 1 0 1.2 KW 5 5 Furnace 1 0 Oil 5 5 5 Air Conditioner 2 0 36.000 BTU 5 Air Conditioner 1 0 18.000 BTU 5 Wiring and Devices Outlet 91 0 Fixture 5 Fixture 91 0 Incandescent 5 5 Outlet 137 0 General Purpose 5 5 Receptacle 75 0 General Purpose 5 �,] Switch 90 0 General Purpose ,5 55 Receptacle 2 0 20 amp Laundry seal Receptacle 2 0 30 amp Dryer C5 5 Continued on Next Page 1 of 2l±j SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 0 cnLfflrJrrrrrJ� cPrPrJr1�rJrJ�cicP r�r r rJ�rJ�rJ� LI rJPPcncnrJ�rJ�rJ�cncnrJPo C�CCa rn r3rJ@lrJ Pffi1 �rJrJr�JcPcP ss�n rn rJcP rJrJ@PrJ rJdJ�Pr1rJrJ�rJcPrJ@Pr�r�cP o BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 G & S ELECTRICAL CONTR. RICHARD HORSTMANN 5 5 P.O. BOX 215 7225 NASSAU PT. ROAD 5 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 Ij Located at 7225 NASSAU PT. ROAD CUTCHOGUE, NY 11935 5 55 Certificate Number: 2024021 S e5 Application Number: 2024021 c5 Section: 111 Block: 15 Lot: 12 Building Permit: 29766Z BDC. nsll 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted 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 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 28th June,2005. 5 Name OTY Rate Rating Circuit Type 5 5 GFCI Circuit Breaker 1 0 20 amp Appliance 5 5 Disconnect 2 0 60 amp Air Conditioner S 5 Receptacle 16 0 GFCI 5 5 Service 5 rj I Phase 3W Service Rating 300 Amperes 5 LSJ Service Disconnect: 1 200 cb 5 5 Service Disconnect: 1 100 cb 5 5 Meters: i 5 5 5 5 5 5 5 seal 5 5 5 5 2 of 2 c5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 ����RP� v TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR PO BOX 1179 TOWN HALL SOUTHOLD, NY 11971 CERTIFICATION cc11 DATE?! BUILDING PERMIT NO. a9 � V OWNER: R! CJ4A?,Q (Please print) PLUMBER: Hardy Plumbing Heating&Air Conditioning.Inc. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I also certify that I installed an anti-scold and/or thermal shock preventing device at all bathing and/or showering fixtures in conformance with part 902.6(k) of the N.Y.S.F.P.A.B.C. j(piumbr's Sworn to before me this S day of JV) V , 2004 (Notary Public) Notary Public,S D ISL County UELAN E V.BROWN NaFary Pr No��lMw York OuaW in 9tdlolt Ooudy Cammbsbn Bow Oct. nm _mmd u. r .. SUFFOLK COUNTY WATER AUTHORITY 4060 Sunrise Highway, PO Box 38, Oakdale, New York 11769 November 17, 2006 Suffolk County Department of Health 360 Yaphank Ave., Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 7225 NASSAU POINT RD, CUTCHOGUE A water meter was installed on September 26, 2000. Very truly yours, • hr i W uCl 0, - S. ROMANO Regional Manager SR/cc E10\TapLetter Revised 6/03 PRINTED ON RECYCLED PAPER James F. King, President SOF SO(/jj, Town Hall Jill M. Doherty,Vice-President ,\O� Ol0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen CA G �O Telephone(631)765-1892 Bob Ghosio, Jr. O��COUrm N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0176C Date December 19, 2006 THIS CERTIFIES that the first& second floor additions to the dwelling At 7225 Nassau Point Rd., Cutcho ugue , Suffolk County Tax Map # 111-15-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 7/16/01 pursuant to which Trustees Permit# 5610 Dated 8/21/02, Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for first& second floor additions to the dwelling. The certificate is issued to RICHARD HORSTMANN owner of the aforesaid property. Authorized Signature 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. 29766 Z Date SEPTEMBER 29, 2003 Permission is hereby granted to : RICHARD A HORSTMANN 31 BOULDERWOOD DRIVE BERNARDSVILLE,NJ 07924 for CONSTRUCTION OF ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES at premises located at 7225 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0015 Lot No. 012 pursuant to application dated SEPTEMBER 24 , 2003 and approved by the Building Inspector to expire on MARCH 29, 2005 . Fee $ 1, 453 . 20 ut rized Signature ORIGINAL Rev. 5/8/02 ITECNOLOGIES ARCEIrnm7URR PLANN@IO CONSTRUCTION SMVICES 13905 MmRa4 Me UW6 New Yat 11952 431.296.1129 &x:631.296.1128 September 18,2003 Town of Southold Building Department Southold, N.Y. Re: Horstmann Residence 7225 Nassau Point Rd. Cutchogue, N.Y. Tax Map # 1000-111-15-12 To Whom It May Concern: Per the requirements by New York State Residential Construction Code we certify that the Design Criteria is done per Prescriptive Design. All of the load calculations and structural plans comply with all of New York State Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any questions please contact our office at 631-298-1129. Thank you for your time and consideration. Sincerely, 3�Ylunngylh/� B h� � �1e Cc:Horstman File gUFFO(,� Albert J. Krupski, President 0�0 C� Town Hall James King,Vice-President ti'Z Gy 53095 Route 25 Artie Foster O P.O.Box 1179 Ken Poliwoda y 2 Southold,New York 11971-0959 G Peggy A. Dickerson .fi Telephone (631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES August 21, 2002 TOWN OF SOUTHOLD Eric Bressler, Esq. Wickham, Wickham & Bressler, P.C. P.O. Box 1424 Mattituck,NY 11952 RE: RICHARD HORSTMANN 7225 NASSAU POINT RD., CUTCHOGUE SCTM#111-15-12 Dear Mr. Bressler: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 21, 2003 regarding the above matter: WHEREAS, Wickham, Wickham &Bressler, P.C. on behalf of RICHARD HORSTMANN applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 16, 2001, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 21, 2002, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 09/24/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Drozdowska, Agnieszka Po Box 93 Mattituck, NY 11952 Clerk ID: LBOHN Internal ID:82319 FLOur, � 0 �,«o*R'rt \ qr o n sr rl TO I To I I I I ING FLOOR 1 337.09 A Q / b A 1 / Irl I -" ._ 286.70 0,41- "'L sWP O.TOI- SUFFOLK COUNTY DEPAP.TM--NT OF HEA:.TH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A y-� �/7 V SINGLE FAMILY RESIDENCE ONLY SURVEY E 1 DATF�,�` �_77. L 1v. u ` O I�S APPROVES _ FOR MAXIMUM Ur' ��� '.3EDROOMS INFORMATION TAKEN FROM SURVEY OF PROPERTY PREPARED BY MR.STANLEY J. ISAKSEN, E7(P4RF$THREE YEARS FROM DATE OFAPPROVAL LAND SURVEYOR DATED FEBRUARY 9. 2 "UATED AT OCT. a, 1919 (FILED) JTCHOGUE MAY 22, 01 PROP. ADDITON. 16. JULY 16. 01 ADD DATUM & CESSPOOLS JULY 31, 01 TEST HOLE OF SOUTHOLD juLY 28 2003 (REVISION) OUNTY, NEW YORK EXPANSION OF SEWAGE DISPOSAL SYSTEM TYPE OF NEIGHBORING WATER SUPPLIES OOO — — 5 — Z MICHAEL PROPERTIES MAPES P.E.NYS LICENSE# 70601 RICHARD A. HORSTMANN THESETHE SOLE AWINGS ASINSTRUMENTSTHE ARCHITECT. FTECTICE ARE THE ROLE PROPERLY OF THE ARCHITECT. NO REVISIONS,CHANGES.AND/OR MODIFICATIC SHALL BE ALLOWED WITHOUT WRITTEN AUTHOR — O, BY THE ARCHITECT. ANY REPRODUCTION IN PAF E OR WHOLE IS STRICTLY PROHIBITED BY LAW. ITECN0L0G TO EX. HORSTMANN RESIDENCEARCWMCIUU magswimm PLANNING coxsTttuCT1' NEW YORK 13405 Main Road,Mattituck, New York 11952 COUNTY OF SUFFOLK (a ROBERT J. GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES CLARE B. BRADLEY, M.D., M.P.H. OFFICE OF WASTEWATER MANAGEMENT COMMISSIONER PERMIT Ilse attached plan,when duly signed by a representative of the Department,constitutes a permit to construct a water supply and/or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences"and"Standards and Procedures for Private Water Systems."Omissions, errors or lack of details on the plan does not release the applicant from the responsibility of having the construction done in conformance with applicable standards. The permit (plan) expires three (3) years after the approval date. Any modifications which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be Performed by the Department on expired permits. Permits may be renewed, extended, transferred or revised in accordance with the procedures described in "Submission Requirements for Approval of Sewage Disposal and Water Supply Facilities for Single Family Dwellings"(Form WWM-041). It is the applicant's responsibility to call the department at 852-2097, in advance, to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems,water supply system components and piping,and final grading as shown on the approved plans. In certain cases,inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The Department must be notified atleast 24 hours in advance to schedule an inspection and excavation inspections must be confirmed by calling 852-2100 prior to 9.30 A.M.,the morning of the inspection. FINAL APPROVAL ISSUED BY THE DEPARTMENT IS NECESSARY PRIOR TO THE fJCCUPANCY OF NEW BUILDINGS,ADDITIONS TO EXISTING BUILDINGS,OR FOR THE USE OF SEWAGE DISPOSAL OR WATER SUPPLY SYSTEMS. WWM-058 (Rev. 9/99) PAGE 1 OF 2 ,ate 80Nq �-7 7� Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL &; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c � DATE INSPECTOR v —2"' �7 ,��F SOf/Tyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH -LOG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIRE / & CHIMNEY [ ] FIRE SAFETY INSPECTION 3� REMARKS: DATE `'�' INSPECTOR q }�oF souTyo#' 74 6 ,Z- TOWN ,Z-TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , OL DATE 6} INSPECTOR � k-A � . 765.1802 BUILDING DEPT. INSPECT [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�RAMIIIC) [ ] FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION i .L REMARKS: L J _ DATE/�5b INSPECTOR Z Y-4 a7 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION C REMARK je, � e !J DATE 1WINSPECTOR M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY RE R ' DATE //d INSPE ��p)( 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & C"1114NEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 6/ INSPEC M-1802 BUILDING DEPT. INSPECTION [ ] FOU TION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE P INSPECTOR 'I ITECNOLOGIES ARRA UMMSERVICES 13405 M&Road,Mdd=k, New Ya l 11952 671.298.1129 f=631298.1128 September 18,2003 Town of Southold Building Department Southold, N.Y. Re: Horstmann Residence 7225 Nassau Point Rd. Cutchogue, N.Y. Tax Map # 1000-111-15-12 To Whom It May Concern: Per the requirements by New York State Residential Construction Code we certify that the Design Criteria is done per Prescriptive Design. All of the load calculations and structural plans comply with all of New York State Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any questions please contact our office at 631-298-1129. Thank you for your time and consideration. Sincerely, �7RMY11enq;�1N rz� ° a 01 F Cc:Horstman File ITECNOLOGIES ARCFDTP.CrM PLANNING CMMUMONSERVICES 13405 Main Road,MW=ck, New Yoh 11952 631.295.1129 6n:631.29 Aln October 24, 2006 Southold Town Building Dept. Southold, N.Y. 11971 Re: Richard Horstmann 7225 Nassau Point Rd. Cutchogue, NY 11935 B.P. # 29766Z To Whom It May Concern: Mr. Frank Notaro R.A. inspected and certifies the following: 1. Basement ceiling insulation applied — R-30 2. All exterior walls insulation applied — R-21 3. 2nd floor ceiling/roof rafter insulation applied — R-38 If you have any questions, please contact our office at (631) 298-1129. Thank you for your time and consideration. cfiEQ 4A �Cy706 9®ajc k �, ITECNOLOGIES ARRB PLAMOM CONMUCrICK SERVICES 13405 M=RorA bb0 ck, New Yah 11952 O LOOS 631298.1129 6u:6312%.1128 October 20, 2004/re-issued to the bldg. dept. September 29, 2005 Town of Southold Building Department Southold, N.Y. 11952 Re: Richard Horstmann 7225 Nassau Point Rd. Cutchogue, N.Y. Bldg. Permit # 29766Z To Whom It May Concern: Mr. Frank Notaro (Architect) inspected and certifies the following insulation completed to date: 1. R38 in all open flat top ceilings, closed flat top ceilings and sloped 2" X 12" R.R.(per plan) 2. R38 in all open sloped ceilings. (per plan) 3. R21 in all exterior 2" x 6" walls.(per plan) 4. R21 in all box ends, basements walls, basement box ends. (per plan) 5. R19 in first floor ceiling. (per plan) 6. Baffles in cathedral/tray ceilings and roof slopes.(per plan) 7. QZ— in all interior 2" x 4" walls.(per plan) 8. 1.5" Thermafiber— block out garage bearing wall, first floor poly 6 mil. Area to be completed at a later date: 1. R38 to be installed in the ceiling of the garage after all mechanical/electrical systems have been turned on and are in working condition. E A uestions please contact our office at (631) 298-1129. X FOF NE`N ITECNOLOGIES C0hVnWCUWS=VWW 13103M*R"U"V k New Yat 11952 631.298.1139 h=631198:11 - OCi 2Q'�04 October 20, 2004 I Town of Southold Building Department Southold, N.Y. 11952 Re: Richard Horstman 7225 Nassau Point Rd. Cutchogue, N.Y. Bldg. Permit # 297662 To Whom It May Concern: Mr. Frank Notaro,(Architect) inspected and certifies the following insulation completed to date: 1. R38 in all open flat top ceilings, closed flat top ceilings and sloped 2" X 12" R.R.(per plan) 2. R38 in all open sloped ceilings. (per plan) 3. R21 in all exterior 2" x U' walls.(per plan) 4. R21 in all box ends, basements walls, basement box ends. (per plan) 5. R19 in first floor ceiling. (per plan) 6. Baffles in cathedral/tray ceilings and roof slopes.(per plan) 7. QZ in all interior 2" z 4"walls.(per plan) 8. 1.5 Thermafiber-block out garage bearing wall, first floor poly 6 mil. Area to be completed at a later date: 1. R38 to be installed in the ceiling of the garage after all mechanical/electrical systems have been turned on and are in working condition. ba '�*1,questions please contact our office at (631) 298-1129. VA S F 11 , � - TECNOLOGIES AM MrfWrUM nAMM43 0M9fRWrMSMVM 13196HdnAP4Md4 ck New Yd& 11952 - - 511.98&1129. 6=631.29U In October 11, 2004 Town of Southold Building Department Southold, N.Y. 11952 Re: Richard Hors tmann 7225 Nassau Point Rd: Cutchogue, N.Y. Bldg. Permit # 297662 Attn: Mr. Gary Fish; Mr. Frank Notaro (Architect) inspected and certifies the.following: 1. All 10' or less fire blocking has been completed on the front porch overhang. 2. All shower bodies have been installed. 3. All framing plans.have been updated per field changes and submitted to the building department and are a part of this submittal. If you have any questions please contact our office at (631) 298-1129. Thank you for your time and consideration, c ITECNOLOGIE PLAMM-C0KSTUX7M=VKW ,3 MUftRo4)6ftx*.WwYak 1102 81.M1129 fWOLN&I'M October 11, 2004 Town of Southold Building Department Southold, N.Y. 11952 Re: Richard Horstmann 7225 Nassau Point Rd. Cutchogue, N.Y. Bldg. Permit # 29766Z To Whom It.May Concern: Mr. Frank Notaro (Architect) and Mr. John Seely (Hardy Plumbing) have inspected the Horstmann residence and certify the following: 1. All PVC waste and vent piping was completed,water tested and developed no leaks.System OK. 2. All domestic water lines were completed and air tested at a 125 psi for a 24 hour period with;no leaks. If you have any questions please contact our office at(631) 298-1129. Thank you for your time and consideration, ��' .... John Seely Hardy Plumbing ` I5�3- ITECNOL:OGIES c^i 22u _E 17aDn4W HdM91x(1c110?IS�IVI®S i i3Mq Ad&R04 Moback NM Talk 11932 631.796.1139. 4=631296.1126 October 11, 2004 Town of Southold Building Department Southold, N.Y. 11952 Re: Richard Horstman 7225 Nassau Point Rd. Cutchogue,`N.Y. Bldg. Permit # 297662 To Whom 1t.May Concern: Enclosed please find the following: 1. Plumbing certification letter. 2. Framing certification letter. 3. 1 set of field revised construction documents for your record. If you have any questions please contact our office at (631) 298-1129. Sincerely, Frank Notaro R.A. - . ,1.• L%�► moi.., iA�r _�6' re 41 2 WIN IRW IMI 'o IF I 'is - - ---- - 1'� J� A low ��si�r�s PA VIA TOWN OF SOUTHOLD F%OPERTY RECORD CARD - OWNEER STREET ` p '`' VILLAGE DISTRICT SUB. LOT �i 1 f1 1 1xa ?C1 Jaau p/<, Tt daa1 CC, 4/'e �.. � ��Q.� r•� /" � A/a FORMER OWNER alef- N E ACREAGE 7 r S W TYPE OF BUILDING V r P�r4 l- ;5-f� RES ,f% SEAS. VL. FARM comm. IND. CB. � MIS(. LAND IMP. TOTAL DATE REMARKS 363 / ��/�4 Ufi d , L o/ rr�dd a ( i /L'kd tgz/i T-6 tNl �'f'1 r // F >' e, �7 D d 3a d iha �9 F �3 > 1841 -'o J.4 ' - 6 - $ a der eyj V, C 911, A�GE / BUILDING COC- .. NEW NORMAL BELOW ABOV ox- Farm Acre Value Per Acre Value come n 2e f 8- 1iL7 S e Tillable 1 /o #8 13 Tillable 2 1 � d Tillable 3 9 30 - - UCC Y rsima /�r1 bDa Wcodland / Swampland 3 / �g Brushlandv-*. House Plot Total ■■■■■■■9lfillii!■l�11�l��■■■■■ ■■■■■■i11�liM■■■et■■■■■ ■■■■■■■■ 111■■■■�!■■■■!■ ■■■■■■■EMI■G giro we■■■ ■■■■■■■ ■■ILJ®■■H■■■■ ME ME ■■■0■■■■■■■■ _ ■■■■■■■■■■e■iEii■�■ � � �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ? 33 Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 0)9Check Septic Form N.Y.S.D.E.C. Examined 0/29 ,20 3 Contact:Trustees I Approved 20 3 Maillto: \?-405 ►,Ap n (261 Disapproved c �T- —� /// Expiration,20 1 Phone:– / Building Inspector APPLICATION FOR BUILDING PERMIT Date &I �, Q� , 2003 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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. v (Signature of applicant or name,iff a corporation) i ) �l (Mailing address of appli ant) State whether applicant is owner, lessee, �, architect, engineer, general contractor, electrician, plumber or builder A04 V)I S2V-0- —\DY02 dpwS a Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer r ��er.nr,lrt��r� (Name and tHle of corporate officer) 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: 12 25 h-,sc An CLAZV\Wye, House Number Street Hamlet County Tax Map No. 1000� Section_ \\\ Block 1.5 fl it',, ,A Z SubdivisionN(I ,, , !fhl[ i CIuLo / pt p� rk�a5 Filed Map No. � anuo3ikbt? (Name) 0$,� �. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'Z Y o % uxd r RQ Q S b. Intended use and occupancy 'z i ArnJ.e �am'k A e d Ivo P l A(Y�. - 3. Nature of work (check which applicable): New Building Addition___,><� _Alteration_>!�_ Repair Removal Demolition___Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling unit umber of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 17eSr o_.n J9- 7. Dimensions of existing structures, if any: Front z} Rear .�, Depth Height_ Number of Stories Dimensions of same structure with alterations or additions: Front—5e, 4'1' Rear �0\'1, Depth /-6.33' Height 3�"-�" Number of Stories 2 8. Dimensions of entire new construction: FrontrJ�• l'l� Rear 5eM' Depth rJ9> (toy Height 3 0— \ Number of Stories 17— 9. Size of lot: Front tom\ .der Rear Depth 2i 3� til 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9-4Q 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO X 13. Will lot be re-graded? YES_NO X Will excess fill be removed from premises? YES_NO X 14. Names of Owner of premises 1(4 -&mann �. Address i Ptg s RO PGZ.u7. S.2# Phone No. , /. 3613 02 70 Name of Architect rr rare tL njoi o-,ro Address i6405 tifAtp RD. llAtrPhone No 6f) -.2R9- 1! Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ac 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,x, NO * IF YES, D.E.C. PERMITS MAY BE REQUIREP. VEC ooto- lCsnOO Ik3G uta I 4- C/, LT4-1 Z>EPr. PS R 1-I IT l noaJ,5 EI✓ >' as TG1YI�pS 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. PUR.1.4 FT 10C"D&-p . 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 dX)rPor lc.) k,k),&,sz -A being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A u yk (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. r2e 20 0) All� C]A 2 2 6 `U"!ro1'.Utt�X ILO ary Public Signature of Applicant BONNIE J.DOROSIO Notary Public,Stlte Of Nes y*k No. 01D06095328.Sd*G"* Term Expires July 1.20 New York State Department of Environmental Conservation _ Division of Environmental Permits Building 40 -SUNY,Stony Brook, New York 11790-2356 Telephone (631)444-0365 Facsimile (631)444-0360 Erin M. Crotty Commissioner LETTER OF NON-JURISDICTION September 17, 2001 Mr. Richard Horstmann 31 Boulderwood Drive Bernardsville, New Jersey 07924 Re: 1-4738-02903/00001 (SCTM# 1000-111-15-12) Lot 454, Nassu Point Road Cutchogue, New York Dear Mr: Horstmann: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that:The portion of propertywhich is landward of the functional bulkhead which is more than 100' in length and was constructed prior to August 1977 is beyond the jurisdiiction of Article 25 (Tidal Wetlands) asper copy of letter dated November 1, 1993 and signed by George A. Danskin, Chief Permit Administrator. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e.a 15'to 20'wide construction area)or erecting a temporary fence,barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. V tru J�e Administrator cc: Frank Notaro/Architecnologies V '• ' .. . �-Jet � e.:..v� � .. .4:.f'+ .= � Board Of Southold Town Trustees ; SOUTHOLD, NEW *ORK � PERMIT NO. RVID SATE: ._Aug,_ 2.L 2002 ISSUED TO ......... RIc ,ARll tIo?.STM v„ A �, �u#l�nzi�ttfinn Pursuant to the provisions of Chapter 615 of the Laws of 1`e ` the State of New York, 1893; and Chapter 404 of the Laws of the . . State of New York 1952; and the Southold Town Ordinance en- ?. r titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS „ IN AND ON TOWN WATERS AND PUBLIC LANDS and the h r REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.'. and in accordance with the August Resolution of The Board adopted at a meeting held on .. 2i = . August e F; `002...., and in consideration of the sum of $_2-00-00 P aid b Y Richard norstraa;m atcho�uc N. Y. and subject to the ` Terms and Conditions listed on the reverse side hereof, t of Southold Town Trustees authorizes and permits the following: r —• �y Weiland Permit to increase the footprint of the existing house and add a second floor, as depicted on the survey dated February 9,2001.As reterenced in Chapter 97-21J of ` the Town Wetland Code•documentary proof that all necessary permits and approvals ' have been obtained. This is sbicty an environmental review based on the merits of the y` ,V application. ,#•' 1A all in accordance with the detailed specifications as presented in s, k t the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to *" s be subscribed by a majority of the said Board as of this date. .a. i \ st'l ( w Trusleu l / �,.�.:� :��� - i1► s•: . 'gib��. ^Ts-k� ;S:t.1� 't'"�'il. 6 -d 0091-86Z- 169 oduloN XWUdA e22 : 11 c0 60 add Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:C:\My Documents\REScheck\Untitled.rck TITLE: RICHARD HORSTMANN COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 09/23/03 DATE OF PLANS: SEPTEMBER 18,2003 PROJECT INFORMATION: ALTERATION AND ADDITION OF AN EXISTING SINGLE FAMILY 2 STY.DWELLING. COMPANY INFORMATION: ARCHITECNOLOGIES 13405 MAIN RD.P.O. BOX 93 MATTITUCK,N.Y. 11952 •GROUND SNOW LOAD-45 PSF •EXPOSURE CATEGORY B • 120 MPH WIND SPEED • SEISMIC DESIGN CATEGORY-B •WEATHERING-SEVERE •FROST LINE DEPTH-LOAD BEARING VALUE OF SOIL 3,000 PSF 12:"FTNGS •TERMITE-MODERATE TO HEAVY •DECAY SLIGHTLY TO MODERATE •WINTER DESIGN TEMP.- ZONE 11 B- 11 DEGREES • ICE SHIELD UNDERLAYMENT REQUIRED • TM 1000-111-15-12 FILED OCT.04, 1919 NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT-24'-0"FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION. -FOUNDATION PLAN -FIRST FLOOR PLAN -FIRST FLOOR DECK FRAMING PLAN -SECOND FLOOR PLAN -SECOND FLOOR DECK FRAMING PLAN -2ND. FL.CLNG. FRAMING -ROOF FRAMING PLAN -BUILDING SECTION -HOUSE ELEVATIONS -HOUSE WINDOW PANELS -CONSTRUCTION DETAILS -PLUMBING RISER DIAGRAM -HOUSE ENERGY CALCULATIONS -NAILING SCHEDULE COMPLIANCE:Passes Maximum UA=3688 Your Home UA=3428 7.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2370 15.0 21.0 64 Ceiling 2:Flat Ceiling or Scissor Truss 1900 0.0 38.0 48 Wall 1: Wood Frame, 16"o.c. 6700 15.0 21.0 238 Window 1: IDH3440-WOOD FRAME,DOUBLE PAHE LOW-E 8 0.310 2 Window 2: IDH3440-WOOD FRAME,DOUBLE PANE LOW-E 8 0.310 2 Window 3:IDH3440-WOOD FRAME,DOUBLE PANE LOW-E 8 0.310 2 Window 4:IDH3440-WOOD FRAME,DOUBLE PANE LOW-E 8 0.310 2 Window 5:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 6:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 7: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 8: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 9:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 10:IDH3056-WOOD FRAME,DOUBLE PANE LOW-E 13 0.310 4 Window 11: IDH3040-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 12: IDH3040-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 13: IDH3040-WOOD FRAME,DOUBLE PANE LOW-E 9 0.031 0 Window 14:IDH3448-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 15:IDH3448-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 16: IDH3448-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 17: IDH3040-2W-WOOD FRAME,DOUBLE PANE LOW-E 17 0.310 5 Window 18: TRANSOM-2W-WOOD FRAME,DOUBLE PANE LOW-E 12 0.310 4 Window 19: IDH3856-2W-WOOD FRAME,DOUBLE PANE LOW-E 30 0.320 10 Window 20:IDH3856-2W-WOOD FRAME,DOUBLE PANE LOW-E 30 0.320 10 Window 21: IDH3856-2W-WOOD FRAME,DOUBLE PANE LOW-E 30 0.320 10 Window 22: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E 15 0.310 5 Window 23: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E 15 0.310 5 Window 24:IDH3660-WOOD FRAME,DOUBLE PANE LOW-E 15 0.310 5 Window 25: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E 15 0.310 5 Window 26: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E 15 0.310 5 Window 27:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 28:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 29:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 30:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 31: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 3 0.310 1 Window 32: IDH3456-WOOD FRAME,DOUBLE PANE LOW-E 10 0.310 3 Window 33:IDH3456-2W-WOOD FRAME,DOUBLE PANE LOW-E 28 0.320 9 Window 34: IDH3456-2W-WOOD FRAME,DOUBLE PANE LOW-E 28 0.320 9 Window 35: IDH3456-2W-WOOD FRAME,DOUBLE PANE LOW-E 28 0.320 9 Window 36:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E 4 0.310 1 Window 37: IDH3056-2-WOOD FRAME,DOUBLE PANE LOW-E 24 0.310 7 Window 38: IDH3056-2-WOOD FRAME,DOUBLE PANE LOW-E 24 0.310 7 Window 39: IDH3465-WOOD FRAME,DOUBLE PANE LOW-E 12 0.310 4 Window 40:IDH3465-WOOD FRAME,DOUBLE PANE LOW-E 12 0.310 4 Window 41: IDH3465-WOOD FRAME,DOUBLE PANE LOW-E 12 0.310 4 Window 42:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 11 0.310 3 Window 43:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 11 0.310 3 Window 44: TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 11 0.310 3 Window 45:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 7 0.310 2 Window 46:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 7 0.310 2 Window 47: TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 48: TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 49: TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Window 50:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E 9 0.310 3 Basement Wall 1: Solid Concrete or Masonry 782 0.0 10.0 73 Wall height: 9.0' Depth below grade: 7.0' Insulation depth:4.0' Basement Wall 2: Masonry Block with Empty Cells 1650 0.0 9.0 186 Wall height:9.0' Depth below grade:6.0' Insulation depth:4.0' Floor 1: Slab-On-Grade:Unheated 2370 0.0 2470 Insulation depth:0.2' Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 720 0.230 166 Boiler 1:Other(Except Gas-Fired Steam),92 AFUE Air Conditioner 1:Electric Central Air, 10 SEER 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 attestingg(lgk t his/her knowledge,belief,and professional judgment,such plans or specifications are in complianc g Builder/Designer - . Date � I • O� : i',,•F°,?• -+:,n• 031216.+' ate- rpt REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la DATE:09/23/03 TITLE:RICHARD HORSTMANN Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-15.0 cavity+R-21.0 continuous insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 continuous insulation Comments: Above-Grade Walls: [ ] L Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity+R-21.0 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,9.0'ht/7.0'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 2. Basement Wall 2: Masonry Block with Empty Cells,9.0'ht/6.0'bg/4.0'insul, R-9.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. Window 1: IDH3440-WOOD FRAME, DOUBLE PAHE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2: IDH3440-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window 3:IDH3440-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 4. Window 4:IDH3440-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ] 5. Window 5:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 6. Window 6: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 7. Window 7:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 8. Window 8: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 9. Window 9:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 10. Window 10: IDH3056-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 11. Window 11: IDH3040-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 12. Window 12:IDH3040-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 13. Window 13:IDH3040-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.031 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ )No Comments: [ ] 14. Window 14: IDH3448-WOOD FRAME,DOUBLE PANE LOW-E, U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 15. Window 15: IDH3448-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 16. Window 16:IDH3448-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ )No Comments: [ ] 17. Window 17: IDH3040-2W-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 18. Window 18:TRANSOM-2W-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 19. Window 19: IDH3856-2W-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 20. Window 20: IDH3856-2W-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ )Yes[ ]No Comments: [ ] 21. Window 21: IDH3856-2W-WOOD FRAME,DOUBLE PANE LOW-E,U-factor.0.320 For windows without labeled U-factors,describe features: #P anes Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 22. Window 22: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 23. Window 23:IDH3660-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 24. Window 24: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 25. Window 25: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 26. Window 26: IDH3660-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 27. Window 27: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 28. Window 28: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-Factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 29. Window 29: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E, U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 30. Window 30:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?f ] Yes[ ]No Comments: [ ] 31. Window 31: TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 32. Window 32: IDH3456-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 33. Window 33: IDH3456-2W-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 34. Window 34: IDH3456-2W-WOOD FRAME,DOUBLE PANE LOW-E, U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 35. Window 35: IDH3456-2W-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 36. Window 36:TRANSOM-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labele d U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 37. Window 37: IDH3056-2-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 38. Window 38: IDH3056-2-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 39. Window 39: IDH3465-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 40. Window 40: IDH3465-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 1 41. Window 41: IDH3465-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 42. Window 42:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 43. Window 43:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 44. Window 44: TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 45. Window 45:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E,1-1-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 46. Window 46: TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 47. Window 47:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E, U-factor.0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 48. Window 48: TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E, U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 49. Window 49:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 50. Window 50:TRANSOM-2-WOOD FRAME,DOUBLE PANE LOW-E, U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I Floors: [ ] 1. Floor 1: Slab-On-Grade:Unheated,R-0(uninsulated) Comments: [ ] 2. Floor 2:All-Wood Joist/ russ:Over Unconditioned Space,U-factor: 0.230 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Except Gas-Fired Steam),92 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] ( Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the BuildinACode o(New York State,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) N STREET ADDRESS. 7225 NASSAU POINT ROAD SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOL�DV LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU SUFFOLK COUNTY, N Y POINT" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE 1000-111-15-12 ON AUGUST 76, 1922 AS FILE NO. 156. SCALL' 1'=30' uL rtb 2 2004 JANUARY 20, 2004 j� _ k t � re y i r t wow � t wAu LOT 53 3+33.06' wA« a2'w a7W MAP) ' PATH (AS PER 'ILE 10" '� FLAc p DMvfWAy - UTWTY Y RE 3 • MppO STEPS , c� 17 jA ti1 `1 y ^ �. U a' fff5555Ck a 1 o 1 LOT 54 0.3 SHED 4&r m sA WALL 1.0'w RET 2 356.34' 0.2SFF t �X!z �'OS S S.R.F. (DELAP.) t Z ASMMT PLN- I'S' '00"E ow. N82'00 �pF NEW YO u� FE LOT 55 F 0.65 14A ) O ?:�9i Cc N. Y.aS ANY ALTERATION OR A00I7/QN TO THIS SURVEY IS A NOLATION ECONIC NO. 49618 OF SEC77ON 7209OF 77fE NEW YORK STATE EDUCA77ON LAW. (631) 765- 3 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77RCA77ONS 1) 765-1797 AREAa34,412 SO. FT. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 TO 77E LINE ■=MONUMENT SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET NHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 03-299 N STREET ADDRESS: 7225 NASSAU POINT ROAD SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOL� .1 LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU SUFFOLK COUNTY, 11VVf� Y POINT" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE1000 111-15-12 �Irtti 2 ON AUGUST 16, 1922 AS FILE NO. 156. SCALE.` 1'=308 ✓ JANUARY 20, 2004 LL i WOW F x r. it LOT 53 333.08" wAu a2W gffiyEVlAy a v nAr •u N - T1uow Y a1H 10, PATH SAS PER pRryFlLE MAP) . o -� P01E ! s _ WOOD 57EP5 • ~jy aA � o cN LOT 54 + $ ou- aW yR %� MgLt t.pH Rer amu. '5 c ,x�x'x'x� sap a .5 35634' 0.2 P) p.e"5 S,R.F. (DELA ' E j LO F FE ASPHALT .1' F _ 'E SHED o.H. N82 00 1n FE LOT 55 pF NEW y 142A 0.6'5 9 1 S�P�a`'t. METrae .f R ' IS. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA77ONECO N �.Ji P OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW (631) 7 r 2442fj�n 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFlCATIONS AREA 34,412 SQ. FT. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX Q L p $ SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA 03-299 TO TIE LINE ■=MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOU THOLD, N. Y. 11971 N STREET ADDRESS: 7225 NASSAU POINT ROAD SURVEY OF PROPERTY T NASSAU POINT _ �i OWN OF SOUTHOLD LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU �`� SUFFOLK COUNTY, N. POINT" FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE Com. 1000-111-15-12 ON AUGUST 76, 1922 AS FILE N0. 156. SCALI•" 1•--30 rte 2 2A04 I u JANUARY 20, 2004 � V � x LOT 53 333.08 wuL a2w 2.a's�_ m `C1 v<wAr P C i?Ryi� w a»+ 10" PATH (Al PER FILE FLAE O L7 NB - UWTr waw vo' -� POLE f WOOD aarewAY t NO.H. p1RE5�� �1F a 51,141 - � � �� I y is Q Y! ((mayy lOy U �y�y� _ ►•!� o All LOT 54 SNEUN 15.3 w 1.0w 356• 34' "'s � 0.'S S.F. � F. (DaAP.) L 2 1 IN (� ASPHALT _ 06 - GI S11E0 F 00 LOT �F NEW PyD� p.N. N82% �P��' t METZ�Fq u� FE LOT 55 � os ,41A ass N N d'6 NO. 49618 ANY ALTERA77ON OR ADDITION 10 THIS SURVEY IS A NOLA7ION ECONIC OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. (631 765-5 .I( 31 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCATIONS > AREA=34.412 SQ. FT. HEREON ARE VALID FOR 7MS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 103-2991 TO 77E LIME ■=MONUMENT *HOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 N STREET ADDRESS: 7225 NASSAU POINT ROAD a ScDr`/S Rei RIO O/' Ol$$ SURVEY OF PROPERTY AT NASSAU POIN71 TOWN OF SOUTHOLD LOT NUMBERS REFER TO "AMENDED MAP A of NASSAU SUFFOLK COUNTY, NY v< POINT" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE 1000-111-15-12 ON AUGUST 16, 1922 AS FILE NO. 156. SCALE. 1'=30' JANUARY 20, 2004 AUGUST 2, 2005(FINAL) -0pc 5, 2065 (C P. E wow T. z LOT 53 333.08' WALL o.2'N ` 2.e's cn tV '- O - - a DRIVEWAY FILE MAP) i N� b 41 m -- -- -. ._ _. ._.� r "C D.YN ATH (AS PER ��s io i, yng�rL �n �C co) 8200 00 10' P �ci ro h 3 n DRIVEWAY _ POLE w�1RE �y�io a .B. f STEPS F Rl NYI O.N. w1RE5— ,t'll LANDING 141 - xl C.) I � a I o f 8 e.2' m N � 154 ASPHALr nAm w FR. .r g I LOT " P x SHED O 8 IS w s 5toVl,R srn m 1 0. I rim SONE Q 52/m /3ALL ' RET WALL WON E .q3 ��.. 1 -_ G (eb 5T, l•E WALL RET. O l.p FE o.2's 1 DOS S.R.F. (DELAP.) 356.34 { LIL ; 7 FE I42a ASPHALT - 0.15 – _ aJY— – – — YARE O.H. MIRES N82'00'00"E t�OP NEW FELOT 55 y�� fit.METZ O,p 7 'p ANY ALTERA77ON OR AVD177ON TO THIS SURVEY IS A NOLA77ON PECONIC 50EYORS, 6.496 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX EXCEPT AS PER SEC77OV 7209—SUBDIVISION 2. ALL CERT7F7CA770NS AREA=34,412 SO. FT. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET TO TIE LINE ■=MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 03-299 r� a �f 1' G� AYZ i !1 ' � PQZ O � .�.. . ow Ila _♦ '.y 5 ..:. .`5.44 .t- •-•�. Ns„, a�r...,..�.--�- � � �' 1 � � ° �� c . I ,__ f ,; i , �.� � h �> �= ;« „�: � y �.� f -� _� i� �, � � � f � __ - � �, R i - 'y_ w. q+9� _ �` M� � �,- �'a a' r;� I 'h� .. � ...,, i � d ` . I �i -,�fff �. i � � � ... ... S 1 �, .., i 1 _ i �? ,- i' >� '� C ,I `::�; rr.�,� Lit{ a wpm .R � _. '�' • t '�: < 'x i;W �' ti� • � fµ �� , _ ��.; f � ' � � � . Y,` � : � . Y I � I � , I �� � � II S� :., // � . y: 1 R 4 ,� i --I-f'�H.aA�I---� _SANITARY SYSTEM NOTES TEST HOLE DATA 1. USE ONE STANDARD_10X5 SOLID RING,2000 GALLON PERFORMED BY: MC7, 2001 GEOSCIENCE SEPTIC TANK, BES- DEPTH SLAB.BE98'. SEETCTANK COVER COMMS WDIAMEERVE TCASECTION SHAITHAM EF EL=w.S-� a°sue JULY 27, 2001 ONIMUM6'PIIAMETERM SEPTIC SEK SEPTIC N USED pratla EL-22 2 COVER TO GFWDE ON OUTLET PIPES FROM SEPTIC TANK SEPTIC TANK SHALL grade EL=21.p Gretla 516 mex CONFORM T010NYGRR,APPENDIX76A AND SGDHS STANDARDS. greia EL=20.0 G de s%m o �E(IsrING G(ug[EL 2tx EL-189 r20k M1am of SEPTIC TANK SHALL HAVE A MINIMUM CONCRETE COMPESSIVE HOUSE OUTLET INV=220 L 1'nl 2mex EL-187 OPe STRENDOTH OF 9000 PSI AT 28 DAYS. I INV=162 INV=leg 1' Ke6owN suugr lGr.N oL 2 USE 2-a FT.DIAMETER 1e'HIGH LEACHING RINGS _ INV=21 s 3. GRADE OVER LEACHING RINGS SHALL NOT EXCEED 5% 5 12 3.6' B.9GWN LOM1MY SNJG SM SEPTIC TAN 1. 9. CROSSOVER USE ROVERS RERPIPE THROUGHOUT 5. METER PIPES 35 TO WITHOUT STRAIGHT E IEP.CHING SOL SIAMETER PVC SDR 35 WITHOUT DROP TEE'S r—ceOS50VER AMD BEFVFA 5'ABOVE THE BOTTOM OF THE 16 Des 1 ISI V 13.1E LEACHING RINGS. 6. ALL BACKFILL MATERIAL SHALL BE CLEAN SAND AND GRAVEL 7. SOLID CONCRETE COVERS SHALL BE BETWEEN& AND 12'BELOW GRADE EL=e t 6. EXISTING SANITARY SYSTEM TO BE REMOVED AND SANITARY SECTION ---o -- BACKFILLED WITH CLEAN SAND AND GRAVEL. 1FLE aRowry FlrvETo cou+ss s9rvG sw PROPOSED SANITARY SYSTEM,WELL LOCATION &SANITARY SECTION PREPARED BY: MICHAEL MAPES P.E.NYS LICENSE#70501 1631 PENINSULA PATH 1q� RIVERHEAD. NY 11901 W PH.(881)369-2170 ndonmenl of rxisting sanitary system C6 Q t0 be witnessed by Health Department. 00 O WUNNEWETA RD. c i rl�f*I I- UOT 1000-115-15-11 \\ 1 ! G I 1 I 1 II 111111 II 11 m m - O d WELL c J Tb gITERATlO 66.285' PROPOSE F�CISTING EO{� i t I I III I I -,i 1E8$_____ E .. \ \ ADDITION III I III I I _: PAlnimtam distance betwe w a p6 \ ------- - Ci ` j l l l ill m Q ` \ \\ �,1 - ACTIpATjON TO +_\____ - ___ I I I m a1 N B2`G o cos8p 150 feet. \ \ \I ExISTING DEG r ------- w I Wel V _ TO EXIST U \ BRIDGE vv v �A� gDDITION w� Z RD. m�n ns v AREA=0�742931BE. vvv jwvv zND.ELo01 oL� � „ 1 1 RaN O • V. I I kJw u N U Wa I 0.752 ACRES \ uj ':w < Ila > II _��i- I I I I 'lI 1 0' A 1 a j I IIII 0 Sea 'I J Q EXISTING N FLOOR 1 vLW+1sp I I I 1 N — — // y ✓ p(lynrvc cFss1 3[pTlc1 ____ --------- < __ I 1 1 (7 � Z / — _ _ _.—/ — J�P T--ro e[r+vaN .r.-. \\ al`nsnAc�o tsar NG 1 ( -__ i I I I I 1 1 N (7 W MI6 1 o �P . , .1 I . - I K.y �' 1 IPROPosEO TC 1 wnT[a ed 1 - srir-n I IIONTC 1 I ry// Py +r�" � ,`.1 \ o' / .d I ,y E7(IST NGF 337.09' I > _ lNC1G RGMNN / PT- 7 N� O d B6.70 O W — Mt R — --' E%�a FpI1c T00 n 2 [FFrycE OFN'[r so(PN o20F UNE /1(� GS I ' '50'- - -'-'- 0 (L m -I o N I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A m0 Zvw(m�gz GF use SINGLE FAMILY RESIDENCE ONLY 21NLFFN[G GSL OOO_j 18-4-11 S s2= Da DD W CLO HARLES FRASER SITE SURVEY R�_1�.''} DC ��0=_,- 01kS DATE L' o-1y'{7- O (- IC WATER) APPROVE _. LJ�>, n (PUBt- FOR MAXIMUM OF -7 INFORMATION TAKEN FROM SURVEY SURVEY OF PROPERTY PREPARED BY MR.STANLEY J. ISAKSEN, JR. E1(PIREIl THREE YEARS FROM DATE OF APPROVAL LAND SURVEYOR DATED FEBRUARY 9, 2001 SITUATED AT OCT. 4, 1919 (FILED) LJ r-i rTMAY 22, 01 CUTCHOGUE JULY 16, 01 ADD PDATUMT& CESSPOOLS ='ISL JULY 31, 01 TEST HOLE TOWN OF SOUTHOLD JULY 28 2003 (REVISION) EXPANSION OF SEWAGE DISPOSAL SYSTEM LgOpYluo+luytq(tI SUFFOLK COUNTY, NEW YORK TYPE OF NEIGHBORING WATER SUPPLIES S.C. TAX No. MAP- 1000 — 111 — 15 — 12 SURROUNDING PROPERTIES �g 4+ MICHAEL MAPES RE NYS LICENSE#70501 SURVEYED FOR RICHARD A. HORSTMANN THESETHE SOUEPR INSTRUMENTS THE ARCHITECT. NOR 1 NO REVISIONS,CHANGES.AND/OR MODIFICATIONS U_BE ALLOWED WITHOUT WRITTEN • ')° R " SCALE 11' O' BY THE ARCHITECT. ANY OR HOLE IS STRICTLY PROHIBITED BY LAW PORRTZ4TION 02131;7,k�d�P'`,��' DWG. NO.: DWG. NAME: ISSUED: DESCRIPTION: SITE ITECNOLOGIES PLAN 6/04/03 ISSUED TO HEALTH DEPT. FOR REVIEW. 7/02/03 RE-SSUEOTO HEALTH DEPT. FOR REVIEW PROPOSED ALTERATION TO EX. HORSTMANN RESIDENCE AzcHI.recTTrxE pLnxtalrrG CONSTRUCTION SERVICES A. SITE SCALE' NASSAU POINT NEW YORK .1 e = 201 7/26/03 RE-SSUED TO HEALTH DEPT. FOR REVIEW 13405 Main Road, ock„New York 11952 631.298.1129 fax: 631 631.298.1128 GENERAL NOTES : FOUNDATION LEGEND : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES. 4" POURED CONCRETE SLAB WITH 6X6 10/10 W.W.M. ON CLEAN • COMPACTED FILL. 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE zLJ OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS of 0 FROM THE DIMENSIONS SHOWN. O 0 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE O 'b PROVIDE DAMPROOFING OF PROV. 1'-6" X 1'-6"X V D. DAMPROOFINGU `^ DRAWINGS UNLESS OTHERWISE NOTED. P. CO 1'-6" X . (T X 1' D. PROVIDE COMPLETE FNDAT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND P. CONC. FTG. (TYP.) COMPLETE FOUNDATION P. CONIC FTG. (TYP.) OF COMPLETE FOUNDATION PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, PERIMETER (TYP. ALL) PERIMETER (TYP. ALL) z — COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE PROV. 1'6"X 1'6"X 1D. ro CODES. P CONC. FTG. (TYPJ 6.THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO P. b THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED 9'-5" 9'-5" B'-5" 9'-5" 9'-5" g'_5" P. CO 1'-8" X . (T X.) D. T INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. P. CONC. FTG. (TYP.) -� 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS �T RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. 8. ANY' FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE _ _ = = —_ �� _ __ DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO L J L — J L —J L— J L_ J L—J L — J EXISTING 8" C.M.U.FOUND.WALL � Q N aj ADD 2 RUNS OF 8" C.M.U. U „a STARTING ADDITIONAL WORK. 4 ON TOP OF EXIST. WALL PROV. STEEL DOWELS ANCHOR 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING E8QSlIUP *5 PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. I TIE RODS. — FOUNDATION WALL TO FOOTING LJ REER TO CONSTRUCT DRAWINGS FOR SIZES. � L _ @ 4'-O" O.C. (TYP. AROUND PERIMETER) 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR BETTER. 8" P. CONC. FOUNDATION - .. ,..• j ALL W/ 7'6"X 10" D. ,. m' . .. :. FOOTING (TYP. ALL) p r _ _ __ _ _ _ _ _ _ _ _ ___ _ _ _ - - -- _- - .. .. , . _ _ _ _ -- 'J 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK PROV. W.W.M. IN WALL ' SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEELWORK (TO 1'-6"ABOVE GAR. SLAB) ., � ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE 100 GAL. "S PERSTOR" PROCEEDING. I HOT WATE STOR. TANK PROV. RECESSED WELL e'-8" -- - W/2' OF GRAVEL DRAINAGE BENEATH PROV. 1'-0" X 1'-G' T_g r•�ss LOUVERED VENT. FOUNDATION NOTES : / PROV. GIRDER POCKET / SD• / 1 BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO 6"WIDE X 3.5" DEEP.10" H. , ,• r ' ° UI' � INSPECTION AND VERIFICATION. _ . .; . . . , CLEAN, COMP. r .I L L Q 2, ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL ILL PROVIDE 8" IA. L.�; I BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING FLUE FOR N W N W PROV. LEDGE FOR PROV. 2 ZO E HYDRONIC STEP Ik!` BOILER PAN COIL UIIJITHEATING —\ .�/ • SYSTEM W1 3. OVE ANCHOR FOOTINGS TO OF 4--0-AT LEAST ON CENTERN DIAMETER AND 10" IN LENGTH WITH A 4' STONE/BRICK 11,+; URN RCE EQUI (SIZE BOILER\AS REQUIRE[ )/'a 3_8'_6'\ \ ` — / 12 1 Q Z / a XIMUM 4. ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED p' OR SPECIFIED. PROV. GIRDER POCKET I •,.1 BASE FO MAS NRY / L_ , S. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE 6"WIDE X 3.5" DEEP.10" H. FIREPLAC ABO E. \ I r ': T . %I - L.L ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED L . -•J \ f� `'I \ L':' ! \ f _l I — — — — — — — •� ti SOLID WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED 32-5" PROVIDE DAMPROOFING OF TWO COURSES DOWN. SEE NOTE 3 ABOVE. C MP FOUN DATI IL.,L. PROV 2' X�2' 1' D P. L I BEARING WAL 6. PROVIDE 0.025"ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER (TYP. ALL) PROV. R-21 IN U TION CONC. FT P) 1ST. &2ND. FL. �1 �F' � PROV. G DER POCKET .•� IMETER SILLS. IN FLOOR 4" DIA. STRUCT. LOAD POINT 7.PRE SUR OORIEATED.CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR WINDOW OFGRAVELD 8'-5" F ALL AREAS)%/r V 8 3 P STEELAOOLUTM I ILII FOOTING PREAD \ 9'-6"5`{WID%/1C 3.5" DEEP.1'-O" H. DRAINAGE BENEATH I 1B 4" DIA. STRUCT, r55 41B / STEEL COLUMN / /n 1— 3 t/2' X 11 7/8" MICROLAM I B R E FT / 45-4" V J PROV. GIRDER POCKET I / (TYP ALL) / I /y 6"WIDE X3.5" DEEP.10" H, r . '� r 'I' l r 1 Ir . q I r .� 10, I LL .y{= 0 7EaM , - / \ il — \\ PROV. R-21 INSULATION \\ Q 6"WIDE X 9 5'DEER 0C O" H. 4" P. CONC. SLAB ON CLEAN / 0 PROV. 10" STL. ANCHOR BOLTS FOR SILL PLATES I ` FLOOR ABOVE. P. �,_8„ COMPACTED FILL W/W.W.M. / \ IN RE O (TY \ L OF LIGHT FRAME CONSTRUCTION (112"ANCHOR q 6 X 6 REINFORCEMENT. \ ALL AREAS). I r BOLTS EMBEDDED INTO CONCRETE @ NO MORE / \ THAN 3'-0" O.C., @ V " AWAY FROM EACH CORNER (TYPICAL ALL AREAS) — — \ �s \\ "- e "'•`a (TYPICAL AROUND ENTIRE PERIMETER) 12'-2" 1B % \ EXISTING 8" C.M.U. FOUND. WALL d L- — — —— — r ' , \ ,m T 12' \ 13-210-10„ D 2 RUNS OF 8"C.M.U..U. rh. ON TOP OF EXIST. WALL -- W _ — 3 1/2"X 71 7/8" MICRO MT-7r_ I — I PROV. STEEL DOWELS ANCHOR L Z I _ / BEAM I FOUNDATION WALL TO FOOTING r ELECTRICAL LEGEND : 5'-2 17 = _ _ — @4'-O" O.C. (TYR AROUND PERIMETER) O L 1 B'-O" C.H. I // LTJ DOOR GARAGE 6,� _J I L�J DOOR GARAGE )r, d 6R0V. GIRDER POCKET 9_g _ — OPENER / OPENER .. I 1 I Q NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND P^WIDE X 3.5" DEEP.10" H. ", I BEARING WALL i Z LIJ REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO — T \ 1ST. &2ND. FL. / / / PROV. GIRO ER POCKET C co BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. ,,��(( _ _ — _ _ — — — 17 T W AIDNCHOR BOLTS C H - �I 11 -4" — J \ 10 e //� � J >�a e /// DEEP.10 H J Q NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE d N NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE y�JB — — / — — — — W ___ / — JT— PROV. 2 CONT. COURSE CONCRETE BLOCK N `I Z ELECTRICAL CONTRACTOR. \ a___ _ — — — — — / CEMENTED IN PLACE. WD NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR \ / / i/ / 4" P. COINC. SLAB OBJ CLEAN O.N.O.. DOWNUGHT TRIMS TO BE WHITE. _ — — � _ COMPACTED FILL W/W.W.M. RERN DUPLEX ELECTRICAL RECEPTACLE I _ -- — — — —— — — 6 X 6 IC^L ORCEM NT. — — — — - - - — - - - (TYPICA\L ALL WGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT ,• p 1 C Q EA ) msc DUPLEX SEPARATE CIRCUIT RECEPTACLE 1'-7 PROVIDE 3 # 5 . . ., PROV. 10" STL. ANCHOR BOLTS FOR SILL PLATES ¢ LL 6,_0„ m . ¢ PROV. 1'-8"X 7'-8"X 1' D. TIE RODS, OF LIGHT FRAME CONSTRUCTION (1/2"ANCHOR 11 P, . FTG. (TYP) 4'_5�k 2g-_10�� J s — — 1 — BOLTS EMBEDDED INTO CONCRETE @ NO MORE F W $ WALL SWITCH :;r a 0 i '.'^ THAN 3'-0" O,C., @ 1'-O"AWAY FROM EACH CORNER ¢ $3 3-WAY WALL SWITCH 3 g + (IYPICALAROUND ENTIRE PERIMETER) ¢ p O J $4 4-WAY WALL SWITCH LLL C7 m %A&lNC. FOUNDATION . - r .- r^; -� c ;, m r. e CEILING MOUNTED JUNCTION BOX WALL W 1'6" X t0" D. Y. FOOTING (TYP. ALL) r "1 {,'% I _- IZ m H Oso SMOKE/ CARBON MONOXIDE DETECTOR: PROV. W.W.M. IN WALL -` U L .y— r, J L`�J T'l 6 W O TO BE HARD WIRED TO CENTRAL CONTROL BOX QO 1'-8"ABOVE GAR. SLAB) EXIST. HAUNCH SLAB PROV. 1'-6"X 1'-e"X 1' D. TO REMAIN D H ro PROV. 1'-6"X 1'-6"X 1' D. P. CONC. FTG. N 6'-2" 8'-2" 58' D D --�8._8., W DW o D m o FOUNDATION PLAN FILENAME: H_OCP_CUR PROV. 1'-6"X 1'-6"X 1' D. 1-05-04 P. CONC. FTG. (fYP.) SCALE: 4._4„ ..:N9T,' .�, In DWG. NAME: r � 1 I':"C�1`I f`,0` %v +f.•' �.J L• ,� �.. . � !'i�'i,�CT;9� „q � -FOUNDATION 4,_8„ a 02PLAN 41_41, r4rnnn.n.nmlq DWG. NO.: A. O GENERAL NOTES : TILE LEGEND : PLUMBING LEGEND : DOOR SCHEDULE 10" CERAMIC TILE- `AMERICAN OLEAW TILE OR APP. EQ. TILE BORDER 1ST.FLOOR INTERIOR DOORS 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES ® W/20"TILE ON A 45"TO BE INSTALLED OVER 1/2" CEMENT BOARD •p PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED w AND ORDINANCES. U.O.N WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY N.Y.S. BUILDING DOOR ID WIDTH HEIGHT DOOR PANELS G�53 OPERATION LOCATION �. CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NECESSARY O PAIR 2'-4" 6'-8" WOOD TBD DBL-SWING HALL CLOSET ~� ZO 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 12" CERAMIC TILE- "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED rr(''� OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND ® OVER 1/2" CEMENT BOARD U ON WALL AND FLOOR GROUT TO HAVE OHB PROVIDE FROST FREE HOSE BIBS. O2 PAIR 2'-4" 6'-e" WOOD TBD DBL-SWING HALL CLOSET v U WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. WATERPROOF ADDITIVE MIXED IN. SS SHOWER HEAD 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND O EXIST. EXIST. WOOD TBD POCKET BEDROOM #1 ^� CONDITIONS A THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS CERAMIC TILE - "AMERICAN OLEAN'TILE OR APP. EQ. TILE TO BE INSTALLED O EXIST. EXIST. EXIST. POCKET KITCHEN O a FROM THE DIMENSIONS SHOWN. ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. 6O 2'-4" 6'-e" WOOD TBD LEFT BATH #1 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE OU DRAWINGS UNLESS OTHERWISE NOTED. O 2'-&- 6'-8" WOOD TBD TO LIGHTS ON LOWER LEFT BASEMENT O C7 p.i H 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND STAIR/DECK PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, PORCH O 2'-fi" fi'-e" WOOD TBD RIGHT BATH #2 z m COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALLAPPLICABLE DECK 5'8" X 58'5" OB 2'-6" 6'-8" WOOD TBD RIGHT BEDROOM #1 yr ti CODES. AND COSTS RELATED TO O9 2'-6" 6'-8" WOOD TBD RIGHT BEDROOM #2 6.THE CONTRACTOR SHALL PAY FOR Al- PERMITS, FEES, 8'6" X 40'-O" THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED 10 PAIR 6'-0" 6'-8" WOOD TBD GLIDING BEDROOM #2 U INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. - W 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS _ _ 11 PAIR EXIST EXIST. EXIST. GLIDING SUNROOM �Tl RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. _ 12 PAIR s'-0" 6'-e" WOOD TBD FRENCH WD. DBL-SWING SUNROOM w U a _ 5 5 S.ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE 13 PAIR 4'-O" 6'-e" WOOD TBD DBL-SWING FOYER CLOSET DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO �/ N Q M _ 1ST.FLOOR EXTERIOR DOORS' ROUGH OPENINGS _ STARTING ADDITIONAL WORK, 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING TO DECK LIGHTS 14 PAIR '-1 5/81161-101/2" WOOD TBD CSFD6068 GLIDING GREAT RM. PARALLEL TO THE FRAMING. PROVIDE DOUBLEHEADER JOISTS AT ALL OPENINGS. PAIR '-1 5/8"6'-101/2" WOOD TBD CSFD6068 GLIDING GREAT RM. REFER TO CONSTRUCT DRAWINGS FOR SIZES. _ 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. - X -10" 16 PAIR '-1 5/8"6'-101/2" WOOD TBD CSFD6068 GLIDING SUNROOM 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK - SUCH AS BUT NOT LIMITED TO, MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. 17 PAIR '-1 5/8"6'-101/2" WOOD TBD CSFD6068 GLIDING FOYERSUNROM ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE ® ® ® ® ABOVE ® ® 18 PAIR -1 5/e"6'-1 O 1/2" WOOD TBD CUIFDfi068 RIGHT FOYER M PROCEEDING. R.O. 6'-1 5 8"X 1'-41 4" R O : 6'-1 5/811 X 1'-4 " 1-SIlX-t=4-1 _ 2ND.FLOOR INTERIOR DOORS S - 6Y8 AB E ABOVE 2'-6" 6'-8" WOOD TBD LEFT LAVATORY GREAT ROOM 21'-0" X 24'-O' 'All OHS' 6'-e" WOOD TBD RIGHT M. BATH. IS - /9-X5'- " - - Je �2 5'-O" 6'-e" WOOD TBD DBL. SWING M. BEDROOM I'll �4 OHS' 6.-S.. WOOD TBD POCKET BEDROOM INSULATION NOTES : W t5 \ � `/3 3 / / 16 Lp / 17 - NEW EXTERIOR WALLS: 2"X6"WOOD STUD, R-21 FOIL FA HIGH DENSITY INSULATION P.O.: 6'-1 5/8" O CIH, Ri.O.. 6'-1 5/8" X 6'-1ua(2' / R.O.: 6'-1 5/e" X 6'-10 1/2" RSO.: 6'-1 5/e"X 6'-10 1/2" ABOVE 14 g10 BY CERTAINTEED OR APPROVED EQUAL. 10' 20'-2" l4'-5" +/ v D 1 R 1 4 _ R.O.. S'-01/4 7 1'-8" fi WOOD TBD DBL SWINGCLOSET - NEW ROOF: R-38 KRAFT-FA. INSULATION BY CERTAINTEED' OR APPROVED EQ. - / \ -3" X 1'-41/4" - CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 3'-6" EQ. EQ. 3 --3'-6" -'EQ yfEQ.�(�-3'-6" �} .Q�, I- 9- 2--4-- 6' e" WOOD TBD RIGHT BATH #3 Y INSTALLED AS PER N.Y S. BUILDING CODE. 9'_2„ T` w\ © -e" WOOD TBD LEFT RIFOLD BATH. #3 z - BASEMENT PERIMITER. (DRO.: 5'-8 1/4' �- / 1 \ L O.: 5'-O / " INSTALLED AS PER G: R- BUILDING C UNDER FIN G DUNE ENTIRE R O., 1 \ X 5 1 O 2'-6" fi 8 WOOD TBD POCKET LAVATORY NEW BASEMENT: R-1 O RIGID FOAM 2'0 BELOW GRADE AR X 5._ 8 2'-6 6' B. N. - BASEMENT CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES '�,A�BOVE I } �9 2'-6" 6-8" WOOD TBD RIGHT LAVATORY ODE. MINIMUM 2'-O" UNDER FIN. GRADE. � 5' 8 1/ - CRAWL SPACE WALL: R 19, MINIMUM 2'-0" U RADE. XV' O.: 5'-4. / r^� 4L 14-6" 1 WOOD TBD RIGHT CLOSET ®L_LL / {� 5,_5„ W V. F. TF I ABOVE 31 2'-6" 6'-e" WOOD TBD RIGHT LAUNDRY RM. 1 R.O : 5'-O 1/411 Z 9'C.H. 9' C.H. \ X 1'-41/4" 2'-6" 6'-8" WOOD TBD RIGHT BEDROMM #4 ® I II g® I ® / D R.O.: 6-0 1/4" 2'-4" U-S" WOOD TBD LEFT M. CLOSET W CONSTRUCTIONLEGEND : I uN ROOM X5'-1" 0 2'_4" 6-3" WOOD TBD LEFT CLOSET N mE / � 14'_6" X 2Y--O —$-- 2ND.FLOOR EXTERIOR DOORS. ROUGH OPENINGS Ir 6'_6' �1 �W f1� 'I� 7e BY EXTERIOR SHEATHING H AT INGOR WIC X R WOOD STUD WALL A 1/2' DG SIDING �5 TRIP. 9'-3 11/16" 6'-10 1/2" TBD CSFD9068 TPL. GLID'G M. BEDROOM _ NEW EXTERIOR PARTITION- 2 K WRAPPED &TAPED), QUALITY EDGE SIDING 1 WICKER APP. EQ. PROV.1/2" GYP. BD.(SCREWED/TAPED) 32-5" �y / 4 3'-27/16" 6'-10 1/2" TBD CUIFD3068 LEFT STUDY CLP. PINE 5" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY). / 3 1/2"WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS 7 ALL WINDOWS TO HAVE STOOL. I ` I L 11 NEW INTERIOR PARTITION-2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. 1 ® 11 -3 1 (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE H 9' C.H. RESIST GYP. BO. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. \ =J BATH'2 '� >., 1 WD PROV. CEMENT WALL BD. FOR ALL TILE AREAS ° \ 1 1 -13" '- a"x ,a�l'I• x � R.Q : fi'_S,.X ,,_4 „4.,_ WINDOW LEGEND : r -� two-COATS FINISH- 6oLo T.B.D. BY OWNER SATIN FIN. THROUGHOUT AND i” / z I _ INTERIOR TRIM-TO BE "BENJAMIN MOORE U.O.N. ONE COAT PRI - u �� / - GHOUT � / 1jl\1'1;.� JrF �/ \ F� ABOVE U.O.N. ALL TRIM SEMI-GLOSS�""'-"^'�'^ ==�=e:w / Y\ .,/��, s / \ / x / F . a e s F R.O.: 6'-5 X 5'-1'• ALL WINDOWS TO BE MARVIN. O / \ / X 1�, ' I WINDOW SPECS (� d ® EXISTING \ Y X Vi MARVIN ROUGH ROUGH p POCKET DOOR Xx EI i Q P / �\ / REFERENCE OPENING OPENING QTY 9'-0" C H TO BE REUSED p s NUMBER WIDTH HEIGHT IN THIS LOCATION / 0 i( i ® ® 4 aL— AO QUDH2316 `l ABOVE Al \ ,� "� i\ D L / �sD OUDHT2812 2'-101/2" 1'-41/4" 3 TRANSOM 0 n. R.O.: 2'-101/2" g,_ '� A �V / DN I z X1� K �I � 3-6 �9' C.H �sD B� CUDH301fi 2W 6'-01/4" 3'-5" 1 Ak" r \ y� -�® / �� ��� 6 ® ® CUDHT30122W 6'-01/4" 1'-1/4" 1 TRANSOM BIRO.: Z-101/2" . 2 i x a X5'-9" \"f \ / \�\/ `��� O O_ O BEDROOM 2 © CUDH3226* 3'-21/2" 5'-1" 2 EGRESS J' \ 444 Dq. 1I6-2 11'-6" X 13'-0" Y CUDHTS212 3'-21/2" V-41/4" 2 TRANSOM ELECTRICAL LEGEND : ®� ' ` `® SOIL ER I \ 1 QDDH2426 2W 5'-0 1/4" 5'-1' 2 NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND \\ \fir r / / _I! �O I �� 0 CUDHT2412 2W 5'-O 1/4" 1'-4 1/4" 2 TRANSOM REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO � �� ) \ g® ` BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB - 1 �y �`� f \� \` EO CUDHT2812 2W 6-8 1/4" 5'-9" 3 EGRESS _i �' � sc L- � A THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE _ �� \ / �•• E7 CUDHT2812 2W 6-15 1/4" 1'-4 1/4" 3 RANSOM NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL TO BE SUPPLIED BY THE 4'_ _ ��: i " X / /� UP Tp� F _8 \ ' \ R.O.: 6'-5"X 1--41/4- NOTE: O CUDH3226* 2W 6'-5" 5'-1" 2 EGRESS ELECTRICAL CONTRACTOR, A OVE '�, \ O .EIC TSA\ROVE\;"" _ 9. C,L{, I P� ABOVE O. 6-5 X 5-1 F1 CUDHT3212 2W 6'-5" 1'-4 1/4" 2 TRANSOM NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON% QECORA" IN COLOR 10 / 1 4 1/4 �"\�' \ I ® 1 \ O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. \ \/ yI F R /��/ J / OH CUDH2830* 2'-101/2" 5'-9" 1 EGRESS (b DUPLEX ELECTRICAL RECEPTACLE2-10 411 / POW / D 13 6111 OI CUDH2824 2'-10 1/2" 4'-g" 1 �R. .. 2-101/ i i��\ �� i� ASV J� CUDH3226* 2W 8'-41/4" 5'-1" 1 EGRESS (PFo DUPLEX FLOOR OUTLET. _ GPI / _ '/ A. 6'-0' \, ,' \\ i MO CUDH24202W 5'-01/4" 4'-1" 3 O UR DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT / ~ %� TD OAR AGE _ ,n a 14'-3" V.I.F. �R�O.: �id.5/8" � -101/ V P �' '� °" W GFI ca DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT j / ON CUD2460 2'-6 1/2" 3'-1" 3 D FOYER \� a / 3., o `� OO CCM24602W 4'-t" 4'-115/8" 7 N (Dsc DUPLEX SEPARATE CIRCUIT RECEPTACLE �/ 12'0" X 18'-8" ® ��T / © CCM2848* 2'-5" 3'-11 5/8" 3 IF �j D $ WALL SWITCH �\ �\',\ ir J fl.0 2' 2" R.O.. '-O 1 4"X 3'-5" gGFI � X /^�"� OO CUDH3022 31-01/21, 4'-5" 5 $Ds DOOR-ACTIVATED LIGHT SWITCH b x $ ABOVE A80VE 1 - - ma $4 WALL MOUNTED JUNCTION BOX 4-WAY WALL SWITCH 6 4„ E/2 -Os 4' - ® OR OZ 3 2 X2''-4 5/4" ®R.O.V3'-2/Z/2"X 1 1/4" SO CSFDT6016 6'-1 5/8/z TOTAL 5 ABOVE 1- C W s CEILING MOUNTED JUNCTION BOXVE DR. 14-18 O 49 W \ J p �JR D W 10 RECESSED 6" DOWNLIGHT (100w) "LIGHTOILER"OR APPROVED EQUAL I 0 RECESSED 3" DOWNUGHT (65w) "LIGHTOILER" OR APPROVED EQUAL / 0 / * THESE WINDOWS MEET NATIONAL AND LOCAL O O EGRESS CODES FOR FIRE EVACUATION. 1$�E EXTERIOR MOUNTED DOWNUGHT (10OW) / TO SWITCH p,.e ^•.n"sa/. N 0 F] FLUORESENT 2'X 4' LIGHT FIXTURE / ' PROV. 3/4" PLYWOOD FIRESTOPPING IN FOYER ` WALL MOUNTED DUAL SPOT LIGHT / ( IN ROOF AREA ABOVE FORD. SPACING AS WALL \\TO BE AT 10'-0" LENGTHS. D A} NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST I 3oCti "`''^' . 0 o W -'-EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT / 1`�•" - C C D 0 N m a rn OR APP. EQUAL. j ^' EXT. MOUNTED LIGHT WITH FAN ` 1 b'T� (y�q� G+¢t ' FIELD SET 1 O- 1 �I -04 SCALE: F 1 TO SPOTLIGHT SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED AL LIG DRIVE.S ABOVE GARAGE -f 1/4"=1 STD O CENTRAL CONTROL OEPTOACLE ALONG DRIVE. KITCHEN BATHROOM 1 BEDROOM -I m�R'�'�+�,«�,�,,�o141t'� DWG. NAh' d !� l Qc CABLE TV FIRS Qv VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) 19 V QT MULTI FUNCTION COMBINATION CABLE FIRST FLOOR PLAN D THESE DRAWINGS AS INSTRUMENTS OF SERVICE, D' ARE THE SOLE PROPERTY OF THE ARCHITECT. �G GAS LINE FOR FIREPLACE. NO REVISIONS, CHANGES,AND/OR MODIFICATIONS ' TOTAL SQ.FT. = 2,370 SHALL ARCHITECT.ALLOWED WITHOUT WRITTEN AUTHORIZATION 6Y TH OLEISSTRIANY REPRODUCTION B L W PART OR WHOLE IS STRICTLY PROHIBITED BY LAW w 5 H 2- 2"X10"ACO GIRDER (T'P.)CONT. 2" X 1 O"ACO RIM JOIST v rl O uI 11 N z D 0 2-2"X 1D" CCA . 'z' rn CONT. GIRDERS. .gid ti mP') a 2 �J W 000 2"X 10" RIM JOIST L 1� Qy b N� 0Q LL !0 a p 2-1 3/4"X 11 7/8"2.0 E G-P LAM LVL BEAM 1 O' LONG @ 440 PSF (7 Ud (7 @ ° 2" _ �c LLQ W NI N _ 2-1 3/4"X 11 7/8" 2.0 E G-P LAM U Z \% LLd BEARING WALL W O m , 1ST. &2ND. FL. N0 2- 13/4"X117/ > 0FL � G-P LAM LV III Q Z I ❑ oI W N W d "G,H,I,J" I �(j Q0 00 2-1 3/4"X 11 7/8" 2.0 E G-P LAM B LLQ Far li 0 N F IL Q D (LVL FLUSH) 10- LONG @ 440 PSF m N d O a d Z dQ z o JQ °Q z ca z °D °0 o F— J ¢ ¢ 31/211X117/81'20EG-P LAM LVL BEAM 12' LONG @ 1,085 PSF J N J W coa (FLUSH) 0 2 F r U "A,B,C,D,E,F," Q �0 �� LLd St/4' X11 7/8" 2.0 EG-P LAMcr DBL.GPI 65 FJ 6" O.C. C � �� Od �� 0 ' UNDER ALL PARTITIONS m¢ m¢ h ❑0 0 o NZ NZ Z O D 7 r J � a l io l LL d LLO UZ a' U Q0 d 31/2" X117/8"2.0 EG-P LAM 0� laN LL� NF- LLd LVL BEAM 12' LONG 0 220 PSF ❑ �_ io LL QLL (0 0 (FLUSH) LL ' aQ L °w ❑l0 0 0 0 0 0 0 �? ❑ Qd ad ¢d Qd ° 0 °- lie X X 2- 1 3/4"X 11 7/8" N LL (`1 (V G-P LAM LVL OVER 9'W. GARAGE DRS. 2 2 -2" X 10"ACO GIRDER (ivPJ 00 CONT. 2"X 1 O"ACO RIM JOIST a ¢ "p�epuyo�oepo5ogr�a4 p Q ¢ O Z LL .� FIRST FLOOR DECK FRAMING W "w+� ay �ru ° m �y✓n«.. B(11SrNv�taWSv P1 O 00 A U ' 7 o _ '• N FIELD SET 10- 11 -04 SCALE: v4.._y 1011 OWE. NAME: FIRST FLOOR FRAMING PLAN DWG. NO : THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS, CHANGES,AND/OR MODIFICATIONS . SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW PLUMBING LEGEND : TILE LEGEND : DOOR SCHEDULE GENERAL NOTES : 10" SQ. CERAMIC TILE - "AMERICAN OLEAN'TILE OR APP. EQ TILE BORDER 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES ep PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ® W/20"TILE ON A 45`TO BE INSTALLED OVER 1/2" CEMENT BOARD 1ST FLOOR INTERIOR DOORS w ,5 AND ORDINANCES ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY N.Y.S. BUILDING U O.N. WALLAND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL NECESSARY 12 " DOOR ID WIDTH HEIGHT DOOR DOOR SQ. CERAMIC TILE -"AMERICAN OLEAN"TILE OR APP EQ. TILE TO BE INSTALLED MATERIAL PANELS GLASS OPERATION LOCATION 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE DRAIN VALVES. ® OVER 1/2" CEMENT BOARD U O.N. WALL AND FLOOR GROUT TO HAVEO PAIR 2'-4" fi'-e" WOOD TBD OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND •HB PROVIDE FROST FREE HOSE BIBS. WATERPROOF ADDITIVE MIXED IN. DBL-SWING HALL CLOSET WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. O2 PAIR 2'-4" 6'-8" WOOD TBD DBL-SWING HALL CLOSET CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANYVARIATIONS 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND •S SHOWER HEAD CERAMIC TILE -3"X 6" "SUBWAY"TILE OR APP. EQ, TILE TO BE INSTALLED 3 2'-2" 6'-e" WOOD TBD ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE POCKET BEDROOM #1 .N�. FROM THE DIMENSIONS SHOWN. WATERPROOF ADDITIVE MIXED IN. 4 z EXIST. EXIST. EXIST. 0 ^, 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE POCKET KITCHEN � p DRAWINGS UNLESS OTHERWISE NOTED. CERAMIC TILE - 3" SO. "SUBWAY"TILE OR APP. EQ TILE TO BE INSTALLED O 2'-4" 6'-8" WOOD TBD LEFT BATH #1 U S 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ® OVER 1/2" CEMENT BOARD U.O.N WALL AND FLOOR GROUT TO HAVE O O try �H N WATERPROOF ADDITIVE MIXED IN 6 2'-e" 6'-e" WOOD TBD LEFT BASEMENT 3 ^^ PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE 7 2'-6" U-8" WOOD TBD Z m CODES. CERAMIC TILE - 3"X 1211 'TIRELLO"TILE OR APP EQ. TILE TO BE INSTALLED RIGHT BATH #2 �j N ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE O 2'-6" 6'-8" WOOD TBD 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO WATERPROOF ADDITIVE MIXED IN. RIGHT BEDROOM #1 y'+ THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED O9 2'-6" 6'-8" WOOD TBD RIGHT BEDROOM #2 U W INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT 10 PAIR 6'-O" U-6" WOOD TBD GLIDING BEDROOM #2 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 1rT� ,1 RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. - 7 7 PAIR EXIST. EXIST. EXIST. GLIDING SUNROOM K ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE - 12 PAIR 6'-0" 6'-8" WOOD TBD FRENCH WD. DBL-SWING SUNROOM F-1D N DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. 13 PAIR 4-0" 6'-8" WOOD TBDDBL-SWING FOYER CLOSET O cn 0. e 9. DOUBLE JOISTS ARE BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING _ 1ST,FLOOR EXTERIOR DOORS: ROUGH OPENINGS PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. REFER TO CONSTRUCT DRAWINGS FOR SIZES. 14 PAIR -1 5/8" 6-101/2" WOOD TBD CSFD6068 GLIDING GREAT RM. p�;;f_p�z��s.- w " 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS . GRADE OR BETTER. R.O.' 3'-O 1 2'X 4'-5" 15_ PAIR t 5/8"6'-10 1/2" WOOD TBD CSFD6068 GLIDING GREAT RM. 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK t6 PAIR '-1 5/81161-101/2'k WOOD TBD CSFD6068 GLIDING SUNROOM SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ® ® ® ® R.O.: 3'-01/2' x 4'-6^ ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE Q 17 PAIR -1 5/8" 6'-10 1/2" WOOD TBD CSFDfi068 GLIDING SUNROOM PROCEEDING. 18 PAIR '-1 5/8"6'-10 1/2" WOOD TBD CUIFD60fi8 RIGHT FOYER R.O.: 5-0 V "4X 411° Q Q 2ND.FLOOR INTERIOR DOORS 1/2"X 4'-1 2'-6" 6'-e" WOOD TBD LEFT LAVATORY RIGHT M. BATH. INSULATION NOTES : R M B MM Q L @2 2-6 5 ' \� 5-O" 6-8" WOOD TBD ❑BL. SWIN M BEDROOM Lu I ' ✓ \ © " 6-8" WOOD TBD POCKET M. CLOSET W R.O.: 9'-3 11/16"X 8'-10 1/2" R.O 3'-O 1/2"X 4'-5" - NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION ® da ©4 2'-6" 6'-e" WOOD TBD LEFT BEDROOM BY'CERTAINTEED' OR APPROVED EQUAL - NEW ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. 5'-0" 6'-8" WOOD TBD DBL. SWIN CLOSET Y - CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES R c 1 INSTALLED AS PER N.Y.S. BUILDING CODE. / 2'-4" 6'-e" WOOD TBD RIGHT BATH #3 - BASEMENT PERIMI10 R / i / Q ,� NEW BASEMENT. R-10 RIGID FOAM � 7 1'-e S.-S.. WOOD TB O M 2'0" BELOW GRADD E AROUND ENTIRE 7I 1 I � LEFT BIFOLD BATH #3 0 - BASEMENT CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES i` � \ � � 8 2'-6" 6'- " e WOOD TBD II , M . B I � � © PocKET I_I_I ? INSTALLED AS PER N.Y.S. BUILDING CODE. MINIMUM 2-O UNDER FIN, GRADE. ATH / !/. %,' \ i M . BEDROOM 8' C.H. ® LAVATORY - CRAWL SPACE WALL: R-19, MINIMUM 2'-O" UNDER FIN. GRADE 11'0" X 76'11" III , .\ l' I I I 9 2'-6" 8'-e" WOOD TBD RGHT LAVATORY ST4J DY 3 1T-T X 23'-4" ® _ O 2'-6" s'-8" WOOD TBD _� W © RIGHT CLOSET Z r ; \ i' -„ �\, �`�,\'� I TRAY CEILING � L 19 z'-s" s'-a" wOOD Tao LAUNDRY RM. � � © RIGHT � X WOOD TBD RIGHT BEDROMM #4 i CONSTRUCTION LEGEND : F ' "��:. %�,. /:.., Tv"X. FL R.Q.: 3'- ,6"X6'-101/2" �3 2'-4" 6'-8" WOOD TBD LEFT M. CLOSET o �4 , ® Ir � � ©4 2'-4" 6'-8" WOOD TBD LEFT CLOSET NEW EXTERIOR PARTITION- 2"X6" WOOD STUD WALL W/1/2" COX PLYWD. � '` ;'V �` �y� ,� + ++ EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), QUALITY EDGE SIDING k ep c 8' C.H. 2ND.FLOOR EXTERIOR DOORS: ROUGH OPENINGS J BY 'TRU-SHAKE" - COLOR WICKER APP. EQ. PROV.1/2" GYP. BD.(SCREWED/TAPED) 0 TRIP. 9'-3 11/16" 6'-t0 1/2" TBD CSFD9068 TPL, GLID'G M. BEDROOM 3 1/2 PINE 5" COLONIAL BASE TRIM, & IM FOIL FACE WINDOWS (HIGH DENSITY) l T D ©6 3'-2 7/16" 6'-10 1/2" TBD CUIFD3068 LEFT STUDY CUR. \ /� d 3 L WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS \///������V A ALL WINDOWS PA HAVE STOOL. -� ��% � �� NEW INTERIOR PARTITION- 2"X WOOD STUD WALL WITH 1/2" GYP. BD. re (SCREWEDlfAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE 4 X.\ RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. R.O.: 24-6 V2" D i\ 1 _ �6 c BEDROOM 4 TWO COATS FINISH (COLORSNT WALL BE, T B�D. BY OWL TILE NER) SATIN FIN. THROUGHOUT S. X 3'-1" A/ `3/ - �� � ���' T 4 ,2.0" X16'-5„ WINDOW LEGEND : / sO F INTERIOR PAINT- TO BE"BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND _;^\j\ ��.` �\ � /, 3 U.O.N. ALL TRIM SEMI-GLOSS. \�/\ i� \ / �`'�� ALL WINDOWS TO BE MARVIN. _ HARDWOOD FLOORING-SELECT#1 RED OAK 2 1/4"W. 15LB. FELT,UNDERLAYMENT R.O.: 2'-61/2" \ +` 3\ \ g®, I / P R.O 2'-&'X 3'-11 5/B" ® (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) X31 P , �I�/ ® ` 1 F B WINDOW SPECS �/1 d SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED, N J• .le C JB T/hP�B � MARVIN ROUGH ROUGH V J SUB FOR TILE AREAS TO BE SCREWED AND GLUED, \ / REFERENCE OPENING OPENING QTY. :D SUB 2 L J L — ! NUMBER WIDTH HEIGHT "`� 0 CERAMIC TILE - "AMERICAN U.O.N. TILE OR APP. OR TILE TOO INSTALLED %� /tap /' R.O,: 2'-5"X 3I'-11 5/8" A CUDH2816 0 OVER 1/2" CEMENT BOARD .O.N. WALL AND FLOOR GROUT TO HAVE � / O WATERPROOF ADDITIVE MIXED IN. CUDHT2e' C.H. e' C.H. P O CUDH3081 2W 6 101/2 1-41/4' 3 TRANSOM T Q 2 -01/4" 3'-5" 1 1 Z LAVATORY ® / �� L. R. ILLY 30122W 6-01/4 1 -41/4" TRANSOM 41-611 X 61-1 11ELECTRICAL LEGEND : -' `y / DIN. "\\ 1 \ \ \ wal R0 2'-5"X3"-116/6" © CUDH3226* 3'-21/2" 5'-1" 2 EGRESS R O.J 2'-61/2" x 3'-t' I I 4 P 1 CUDHT3212 3'-2 1/2" 1'-4 t/4" 2 TRANSOM CUDH24262W 5'-01/4" I \I,p"gr. -1K \ '•� REGULATIONS OF THE N Y B F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND CUDHT2412 2W 5'-O t/4" T-41/4" 2 TRANSOM BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. v — \�\ CUDH2830* 2W 5'-8 1/q" 5'-9" 3 EGRESS NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE \ T NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE I 5 ' � r' /�� � � �� � E1 CUDHT2812 2W 5'_8RANSOM ELECTRICAL CONTRACTOR. _ V✓ ./ \.' /� .' 4 7/4" 3 PROVIDE . e Al, \,/� �GFY� FO CUDH322fi* 2W 6'-5" 5'-1" 2 EGRESS NOTE. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR - ( VENT - F L / A V .Epi DRYE O.N O.. DOWNLIGHT TRIMS TO BE WHITE. \ � VENT 1 CUDHT32t2 2W 6'-5" 1'-4 t/4" 2 TRANSOM /\ \ rh Ac,_ ll� '/ O CUDH2830* 2'-101/2" 5'-9" 1 EGRESS DUPLEX ELECTRICAL RECEPTACLE � I � X /�\ da { a `l 2'-101/2" 4,_9„JB O \ P \h/ OI CUDH2824 1 TO SW MOTORIZED �/ P J CUDH3226* 2W $Fo DUPLEX FLOOR OUTLET. �' BELOW 8 O 6'-41/4" 5'-1" 1 EGRESS F DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT R - �GFI .� �� �\ � , . 54-01/441 4'-1" 3 'y '� % MO CUDH2420 2W DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT � � � �- " % �' `• / ��` � �\� \ - p (DID DUPLEX SEPARATE CIRCUIT RECEPTACLE 8- .�A \1 ON CUDH2414 2'-61/2" 3'-1" 3 W OPEN T BELOW) \ OO CCM2460 2W N TO SW. / 15'_2„C.H. OLD @ A A' v /`. A BELOW '� 7F ", C " '! Y u 4'-1" 4'-11 5/8" 1 WALL SWITCH ` / •l S` LAVA5r-1 iii gO RY © CUDH3022 3-�f'1/2„ Q-11 5/e" 3 EGRESS $Ds DOOR-ACTIVATED LIGHT SWITCH J:\ ;\ `� _` j\ f p� s Sq 3-WAY WALL SWITCH 4-WAY WALL SWITCH -5" 5 0 B CEILING MOUNTED JUNCTION BOX a'-1"x 4'-1 5/e" - � J SO CSFDT6016 6'-1 5/e" 1 GPI / R CUDH2820 2 101/2 4'-1" 1 Q W R.o.: s'- V4"X 5'-1" O ABOVE ¢ ¢ '-41/4" 5 DR. 14-18 de WALL MOUNTED JUNCTION BOX 0 RECESSED 6" DOWNUGHT (100W) "LIGHTOILER" OR APPROVED EQUALTOTAL 49 Z IL R.O.: 5`01/4'X 4'-1" RECESSED 3" DOWNLIGHT(65w) "LIGHTOILER" ORAPPROVED EQUALBEDROOM 3 BATHROOM 3 o D WP EXTERIOR MOUNTED DOWNLIGHT (100W) — 12'-6" X 13'-10" 8'-5" X 161-011 * THESE WINDOWS MEET NATIONAL AND LOCAL H 01' EF� FLUORESENT 2'X 4' LIGHT FIXTURE SIT EGRESS CODES FOR FIRE EVACUATION. O O }µ Li JB WALL MOUNTED DUAL SPOT LIGHT 7 m m �y � 0 WEF FAN/L GHT WITH ODUAESWITCHTAT WALL. "BEGAN' HEAVY DUTY UNIT ;i e� -� �'Ajv- W a o W OR APP. EQUAL. �,� TEQr•"- �,+dw D ' N P EXT. MOUNTED LIGHT WITH FAN : 1 " 10- 11 -04 i /� N N v o SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED 222 FIELD SET I O� I -O�y- SCALE: r SO TO CENTRAL CONTROL BOX. ® ® ® ', q y y �.a QT NEW TELEPHONE RECEPTACLE `';'9("`°�a' � "• 1/4"=1'O" Qc CABLE TV ���r. ?N9` �8 �� 1 DWG, NAME: <V VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) SECOND FLOOR PLAN QT MULTI FUNCTION COMBINATION CABLE PLANOOR OG GAS LINE FOR FIREPLACE TOTAL AREA = 2,020 SO.FT. DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT A NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION G ® ® 9 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW w t5� F--1 z U O N ti a U s zm (FLUSH) 2 - 1 3 4"X 1 1 7 8" .k N 2 - 1 3/4"X 11 7/8" 2.0 E G-P LAM HEADER 0. LVL BEAM 14'-6" LONG 2- 13/4"X11 78" 2ND. FL. LOAD @55 PSF = 550 PSF i� G-P LAM LVL ATTIC LOAD @ 45 PSF = 450 PSF FD rn LINE OF ROOF l � o U P7 N DBIL.GPI 65 FJ. COL. "B" UNDER,ALL PARTITIONS 1 REQUIRED J L L 3- 1 3/4"X 11 7/8" J mW LLQ W W12 X 40 I-BEAM Ip_ PACKED FLUSH W/WOOD JOISTS. X Z 21' 7" L.0A � II v� 1 RE UIR D COL. "Ag W " rLL DET . "A•• 2 REQUIRED 11 N Z �2 - 1 3/a"X 11 7 8" 10 ro -I 2.0E G-P LAM LVL r n P OV. 2- 1 3/4" 117/811 O 2- 1 3/4"X 11 7/8" Z (FLUSH) W H¢ 2.0E LVL MICROLLAM gU 2.OE G-P LAM LVL 0 NO (FLUSH) W >- , DET. " AII Via - DH-1 . II II M a. ' F'/ ` C W 0W w NO Z p �D tom W I II RE UR D 1 W12 X 40 I-BEAM I` PACKED FLUSH W/WOOD JOISTS " H Lj 3- 1 3/4"X 11 7/8"W/ 21' 7" L.O.A. X p;0 2- 5/8" PLTS 14'-6" L.O. . U 110 N 0 Z� 0 9 V ` LL - -d ILL r 3 - 1 3/44'X 11 7/8" �' 0 2- 1 3/4"X 1 7 LVL 2.0E G-P LAM LVL /o (FLUSH) H) LAM LVL (FLUSH) �I 1 (FLUSH) �/ DET . " B " 2 - 1 3/4"X 11 7/8" 2-1 3/4"X 11 7/8" 2.OE G-P LAM LVL co 2.OE G-P LAM LVL _ (FLUSH) O U) (FLUSH Q 2 - 134"X117/8" L 2.OE G-P LAM LVL (FLUSH) ?C IL LL � �0 ?U WO mo 0� pm L.O.A. 2 N 12' 11 1/2" ILLL L O.A. D W 2 - 13/4"X1178" 7 —411 2.0E G-P LAM LVL 0)DIA. SQUARE STRUCT. STL. COL. FLUSH HEADER TYP. ALL SIDES 2 (L D Cc LINE OF ROOFL1 Ll I : en M urauey- Q 0,S'�QD Ir Ir 0 COL. "A" COL. "B" COL. "C" 2 REQUIRED 1 REQUIRED 1 REQUIRED '�% tib :,'✓", J d 1' p SECOND FLOOR DECK FRAMING Lu m 0 r W O O Z) N FIELD SET 10- 11 -04 SCALEr 1/4"_1.0.. DWG, NAME: SECOND FL, FRAMING PLAN DWG. NO.. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OFTHE ARCHITECT. A. 2- 1— SH REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION W PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. W5 M--1 z `.J 06 O ] N z 1 L) O a � 0 C9 z - _ 2 'X W pU OV X � O N @ N W ° Q Lu O w Z o0 o° i o2 o° ?� 5 X� 00 VaU N � O - O U d L Z �0 �0 UU �0 (VV LIIIJIII U O 00 lV Ll TH D W 7 N_ >_ Cc D W 0 0 ir w 0 ir 0 Cc 1�VOOv+ruuAbddgi� Z O C� 0 Lu 9 C O W 7 w v o _ FIELD SET 10- 11 -04 SCALE: Tia„_i.0.. DWG. NAME: CEILING FRAMING SECOND FL. CEILING FRAMING PLAN DWG. NO., THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. A. 2-2 NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL RE ALLOWED WITHOUT WRITTEN AUTHORIZATION BYTHE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. w � V u z 1 ° � Od zOd am 2"X 12"R.R. U DEL. 2" X 12" R.R. Q 16"O.C. HT1 q w U a N RIM JOIST N N PROV. 2"X 12" lVl V RAFTER HEADER PROV. 2"X12" RAFTER HEADER — G-P LAM LVL(fOP p PARTITION) 2"X12" RR. @ 161, O.C. LU PROV.2-2"X 12" V RAFTER HEADER) (CHIMNEY OPNG1 fi PROV. 2-1 3/4" X 1 B" z LL Q ¢ LVL MICROLAM L Q W O N� N UBLERTRRIMMED N w N . 2"X 12" R.R. W pQ @16" O.0 �n Z vI JI �O W Q 2- 134"X1178" V> IL.IL G-P LAM LVL m J VALLEY RAFTER DOUBLE TRIMMED 7 r I JJJ m J XJQ ABBREVIATED ABBREVIAT D V a SAVE LL EAVE m r OUBLE 2"X 12" IL v J A /� :D OUBLE 2"X12" <)) HEADER HEADER 0 Q DOUBLE TRIMMED 2"X 12" R.R, _ — DOUBLE TRIMMED 2"X 12"R.R. Z 2"X12" R.R. Q nUW Q 1-&X OTC Q X�ri m ¢ N, age h W - r> Q X @ a XJ 2 N@j PROV. 2 - 1 3/4" X 14" }} 2"X 72" R.R. G-P LAM LVL (RIDGE) ma Q 16" NO ; N N PROV. 2-1 3/4"X 11 14" �p LVL MICROLAM + XX 2"X 12" R R N 2"X( 12"CONT RIMJOIST (TYPICAL) 2"X '12" R.R. W PROV. 2"X 12" @@ f�8-"-0.(..� N RAFTER HEADER N Q Q 0 A fL 3 S ¢ ¢ j (0 r (p ¢ OO X� X X� s'' ..�.p. r' IL ry y�r 19, fid % W r 8 A v w PROV. 2"X 12" cy ., p RAFTER HEADER '� ��1¢¢e�.9i. I+^'� 0 w ff "vl�ll ° 03 9 ROOF FRAMING PLAN N ° ° A T7 FIELD SET 10- 11 -04 SCALE: 1/4"=1 0 DWG. NAME: ROOF FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, w 5 12 12 s � UO �J u O ] N Z 12 q �12 O � � a � z N U ^� a b W u a .N. ® o 00 N i--� a Em 12 , s 17 Till iiiiiiiiiiiiiii � illillillillililI UY Z � Hill pypy W 0 - z ' rr W - Z RIGHT ELEVATION z Q Z Z 0 U a ,2 5� ❑6 O Q 2z 12 FIE1z� - 12 5 - O 12 W — 1fi N am Q W Q 2 W It Ir -TIT w O 1 � O " V�ifli-,° I118�"Ill •�'��. — F- .vrv'e' ;: O cD W C O W N N .r ' .. ... N v � — FIELD SET 10- 11 -04 SCALE: II II1/4"=1'O" J DWG. NAME: PROPOSED LEFT ELEVATION ELEVATIONS DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS H 4 SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BYTHE ARCHITECT, ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. w � ,2 rh ro 13 O N z 1-� o s O z " 12 12 F-, aa P ® N 12 ® ® ® ® ol 4 11 F1 SECOND FLOOR SECOND FLOOR ® ® ® HI I W 7UY FIRST FLOORI , RUSH FIRST FLOOR Q im J >- VJ Z WATERFRONT ELEVATION W Ir Z Z 5Q 2 `73 _Z -- - � �nn o C ) d L.L J) 12 OQ 8� 12 � z �6 ii ® ® ® ® SECOND FLOOR ]EF-111E Fm w El ® D N N O ¢ 0 ¢ w FIRST FLOOR •""" ""°"" � 0 ¢ g� a 9NUNN y1+yam +.�. 0 xy �8 I 3gz„e p W _. 0 O sq P� am r W,G F C7 Al Teo^i•ee€'ogYkYi1� °� F W O Ow DUE u E EDE 11 N FIELD SET 10- 11 -04 seal/4"=1'0” DWG NAME: PROPOSED ELEVATIONS FRONT ELEVATION - ALT. 2 DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. SH LL BE ALLOWED WITH UT /ORWRITTEN MODIFICATIONS A . 4- 1 � . ^ — � SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION H 4 SY TH OLE IS STRICTLY ANY REPRODUCTIONITERBI-AW PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. I SANITARY SYSTEM NOTES TEST HOLE DATA 1. USE ONE STANDARD 10'X 5'SOLID RING,2000 GALLON SEPTIC TANK,LIQUID DEPTH TO BE 48°. SEPTIC TANK PERFORMED BY: McDONALD GEOSCIENCE COVER SHALL BE 8-THICK SLAB. DROP TEE'S WITHA JULY 27, 2001 MINIMUM 6•DIAMETER VERTICAL SECTION SHALL BE USED EF EL=25.6+ It.SLAB grade EL-22.2 I COVER TO GRACE ON OUTLET OPIPES IONYROM SEPTIC TANK.AND SCDANK SHA A �gretla EL=21.0 Grade 5%max CONFORM KSHAITGRR,AP MINIMUM AANCRETE STANDARDS. y y gretle EL=20.0 Gmtla6Xmaz �EesnNGGMGE EL 2,a SEPTIC TREND TH SHALL PSI AT2 DAYS. CONCRETE COM PESSIVE EL=1s1 for 20 i[ham pool $TRENDGT. IA 4000 PSIAT28 DAYS. HOUSE OIfRErINV=22� L I�-1B2 ,'min 2•maz EL=1e7 orarc 2. USE 2-BFT.DIAMETER tO'HIGH LEACHING RINGS INV=216 I INV=1eG e3owry swu°v Loon oL 3. GRADE OVER LEACHING RINGS SHALL NOT EXCEED 5% 5' 12 1. 4 USE 4•'APPROVED SEWER PIPE THROUGHOUT sEPnc TwN sRowu uxnnr sArvG sM S. CROSSOVER PIPES ARE TO BE STRAIGHT 4•' SIAMETER PVC SDR 35 WITHOUT DROP TEES LEACHING F �-CROSSOVER AMD BE;EVER 6'ABOVE THE BOTTOM OF THE a=Id5 1 1- PIPE LEACHING RINGS. ---- INV-131 6. ALL BACKFILL MATERIAL SHALL BE CLEAN SAND AND GRAVEL 7 SOLID CONCRETE COVERS SHALL BE BETWEEN 6" AND 12'BELOW GRADE B. EXISTING SANITARY SYSTEM TO BE REMOVED AND SANITARY SECTION EL=ed BACKFILLED WITH CLEAN SAND AND GRAVEL SANITARY --- PALESRO N RNETGCOARSEsw° sW PROPOSED SANITARY SYSTEM.WELL LOCATION &SANITARY SECTION PREPARED BY m IQ MICHAEL MAPES P.E.NYS LICENSE R 70501 1831 PENINSULA.PATH RIVERHEAD,N.Y. 11901 I fr W PH.(631)3832170 Cjr r 318.8 p 0 WUNNEWETA RD. 0 1 a j 1 1 1 III I I m LOT i 000 0 a J W ELL \ \ s\ ALTERATIO T 11j 11 11 II 11 II li II 1 II \ X66.285' PROPOSE EXISTING ECS I I I I III I I ADDITIOIrX N / i t l I III I Il m Well N6To ZDO. OD, E \� \\ I� \\\� ' ERA DeGK r ___\____ III 11 11111 11 11 S < CD BRIDGE D % n ExlsnNG I I it U W Ao0IT1O.N TO w°OO � Z RD. V 0. M \ AREA = 32J42.931 $F. \ 2ND.FLOOR.' p^^ 6,8 ,,, OR 11u a_= EI 11G w m0: I A A��. h I I aW� N I 0 Ir op. `,___ 0.752ACREs le �1 r � )� �� ����_' � i• _, _ — � � _ � � - � � III 1 1 EXISTING N (j / Pzn.e 1 // _ _ ,m / , �u_w GFFsr=1 awl FLOOR ILf) 0 / _ _ ( ZD *J W Z / / _ y IIa1 Ii II 1 1 N i _ _ \ / 4 • \,,y m 1 I I PROPOSED ,OTO I f 'p{I311NGwATER 1 ro 5Q (�,;; �1 NEO tl I w AL,S?NG FLOOR 1 337.09' I HNETO PFJ+IAIN / P ellen \ 1 1 / / EX O J I r- m Mrd _ 286.70'1 O M —50' _ _--__ EX �N�L°G FhLCR m Ot"N'LY SON�T1020F LINE J ?ryILYENGE IL W 1 WITi CrFAN JAN° J 0 1 ` N I m O 2 PAILFt'NGE GEN- S g2,OO' Od'W LOT 1000" 114"1 SITE SURVEY CHARLES ERASER (PUBS-IC WATER) p INFORMATION TAKEN FROM SURVEY SURVEY 0.'F PROPERTY PREPARED BY MR.STANLEY J. ISAKSEN, JR. SITUATE-0 AT OCT.I4. 919YOR(FILEDj ED FEBRUARY 9. 2001 CUTC.�HOGUE MAY 22, 01 PROP. ADDITON. 1J JULY 16, 01 ADD DATUM & CESSPOOLS JULY 31, 01 TEST HOLE TOWN OF SOUTHOLD JULY 28. 2003 (REVISION) SUFFOLK COUNTY, NEW YORK EXPANSION OF SEWAGE DISPOSAL SYSTEM S.C. TAX No. MAP- 1 (000 — 1 1 1 — 15 — 12 TYPE OF NEIGHBORING WATER SUPPLIES SURROUNDING PROPERTIES Q.F�I u MICHAEL MAPES P.E NYS LICENSE 9 70601 SURVEYED FOR RICHARD A. HORSTMANN Y� THESE DRAWINGS AS INSTRUMENTS OF SERVICE. ARE THE SHALOF THE ARCHITECT NO L BE BEALLOWED WITHOUT LE T WRIITT NDATHORIZATION CIE RYTHE ARCHITECT ANYREPRODUCTION IN PARTSCALE ' 0 OR WHOLE IS STRICTLY PROHIBITED BY LAW DWG. NO.: DWG. NAME: ISSUED: DESCRIPTION: SITEITECNOLOGIES PLAN 8/04/03 ISSUED TO HEALTH DEPT. FOR REVIEW. PROPOSED ALTERATION TO EX. HORSTMANN RESIDENCE r, A. S I TE SCALE: 7/02/03 RE-SSUED TO HEALTH DEPT. FOR REVIEWd ARCHPPECTURE PLANNING CONSTRUCTION SERVICES NASSAU POINT NEW YORK 1 II o 201 7/28/03 RE-SSUED TO HEALTH DEPT. FOR REVIEW 131.2 Main Road, 631tuck,.298 New York 11952 631.298.1129 fax:631.298.1128 - O_ C FOUNDATION NOTES : FOUNDATION LEGEND : CERTIFICATION of DRAWING LIST . E� : NAILING&CONNECTIONS � GENERAL - RK S PLY WITH F�RAL, STATE, AND LOCAL BUILDING CODES 1. RASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO PLUMBING` 1 ALL INSPECTION AND VERIFICATION, ,V POURED CONCRETE SLAB WITH 6X6 10/1 O W.W.M. ON QIyEMCUMBING WASTE p� AND ORDINANCES. - COMPACTED FILL. i WATER LINES NEED ROVED AS NOTED A.SITE ITE S ITE P 2. ALL FOOTINGS TO BE CARRIED DOWN 70 UNDISTURBED SOIL. NO FOOTING SHALL �•'`^ 'N ^ PLAN 2. BEFORE COMMENCEMENT OF WORK. THE CONTRACTORS SHALL FURNISH THE BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. TESTING BEFORE COVERING ���(y A.O FOUNDATION PLAN OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. ELECTRICAL OATE' q t i 3 B.P.--1)9(2- 1 _1 1ST 2N' WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS ry I, 3. ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A - . - I Z. A• 1 SECOND 4N P . DE ur, A. 1 FIRST FLOOR ELECTRICAL_- - . .--- -LEGEND-:----- - . _ _- �E: eY:�-- . & ©. FL. DECK FRAMING PLAN 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND MAXIMUM SPACING OF*-0" ON CENTER. NOTIFY BUILDING DEPARTMENT AT A^ Q' z CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 765.1802 BAM TO 4 PM FOR THE FLOOR PLAN oo FROM THE DIMENSIONS SHOWN. 4. ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS O7HERWISE NOTED REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y,B.F.U, IS FOLLOWING INSPECTIONS: G '6 OR SPECIFIED. TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 1, FOUNDATION • TWO REOUNIED A-2-1 SECOND FL. CEILING &' ROOF FR. PLAN . . y 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. S. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED,Try, E'BLIX BLOCK SHALL BE NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE FOR POURED CONCRETE A. BUILDING S'ECTI'ON 0 1 Z,2 ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE (;;ORES FILLED NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL.TO (31' SUPPLIED BY THE 2. ROUGH • FRAMING i'"BINS 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND SOLID WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARIETO BE FILLED ELECTRICAL CONTRACTOR. S. INSULATION A•4 FRONT/ WA"i`ER`S1DE EL.EVATI ON.S PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, TWO COURSES DOWN. SEE NOTE 3 ABOVE 4• FINAL • CONSTRUCTION MUST A I It COLLAPSE, DISTORTION, AND MIS-A CONSTRUCTION LIGNMENT AGAINST TO ALL APPLICABLE "BE COMPLETE FOR C.O. A,Ef3 FRONTI'V'�/AT'E-R��©E P'iQNEL P't,.AN , CODES. S. PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL �J SMOKE/CARBON MONOXIDE DETECTOR' PERIMETER SILLS. 0 TO BE HARD WIRED TO CENTRAL CONTROL BOX ALL CONSTRUCTION SHALL MEET THE A.4-1 S,hDE ELt`VAT{.'ONS, � ) 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO REOUIREMENTS OF THE CODES OF NEW A•4-1a SIRE e'LEVATI.ONS PANEL PLAN u" THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR YORK STATE. NOT RESPONSIBLE FOR T INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT PRESSURE TREATED. COMPLY WITH ALL CODES OF D�,ry OR CONSTRUCTION ERRORS. A.6 C©'Nw' `. ' F�"'UCTfOtNI DETAILS � � �� 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS NEW YORK STATE &TOWN CODES A•6 NAILING SCHEDULE & RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. AS REQU REp AND CONDITIONS OF r ,��y�IpTaYrtlmA RLUVvI'f1'' 1G .R'ISER DIAGRAM 8. ANY'EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE ✓ NI"'K" PLUMBER�,.f+/'T+T'I�p.���j�� DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO ' 1p•LYIP A.7 ENERGY iY CALCUL--ATIOIVS DOCUMENTED THE WORK •�A SIXANa vm mmw ONLE4DGONTENTAEFgff START9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING swm f 11 '� ITRy■Icw CERT/F/CgTE ppgC� 'Pyr PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. /7 NYS.DTTi SOLDER USED AV WA E'IR REER TO CONSTRUCT DRAWINGS FOR SIZES SUPPLYSYSTEM,A�T 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST GRADE OR BETTER, EXCEED 2/10 #*r& 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK ALL CDN mw u1 SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP,DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE MEET THE REQUIREMENTS OF THE ��1nn / PROCEEDING CODESOF.N,EWI'ORI�STATE, I'i+F+ ► i.�� PROV, 1'-6"X 1'-6"X 1' D. PROV.'1'-e"X 1'-6"X .) D. P. CONC. FTG. (rYP.) PROVIDE COMPLETE F300FING P. CONC FTG. (TYP.) W gOFING / PE COMPLETE FOUNDATION OUNDATION PERIMETER (TYP.ALL) SOU tHQL PROV. P-6"X (T X .) D W Y T, N19�,pIER'(rvP. ALL) �P. CONC. FTG (TYP.) / , i O EQ.- EQ a 9'-6" EQ. EQ. EQ.- 7v L'•"'J L-- J L' _:J 1. 'J Lc_J UNDEAWAAEASCEATIFIC�T J - LruV EXISTINGW C.M.U.FOUND WALL z F PRov, 1'-s"x r-e"x ,' °. AEDDIAED OCC FANCY OR AD 2 6" M F OIR TOP TE EXIST. WALL P.CONC, FTG. (TYPJ 4'-,101" PROV. STEEL DOWELS ANCHOR 4-� 26'-4" USE IS NLAWFUL FOUNDATION WALL TO FOOTING - - - - - - - - - - - - - - -15'-01 TIE RODS Q 4'-0" O.C. (TYP. AROUND PERIMETER) -- - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - ---._ wffH E - TE 11JI B" P.'CONC. FOUNDATION r . - . , ,:� ,' '■ •. . ■ r ■ - ■ ■ Y- ■ ■ ■ ■ In leftl _ ■ - ^ WALL W/ 116"X 10" D, } FOO TING (TYP. ALL) I , . _ - - - - - - - - - _. _ ■ ,I- - - -- _ _ - - - _ T _. _ _ _ _ - .� _ - - - - - - � r - - - -" ^ - ■ I � , I^ I i PROV. W.W.M IN WALL (TO 1'-6" ABOVE GAR, SLAB) 4'-11" I I I OPENING TO, i i 'PACO. 1+O"X 1'-O" I I 401 AL. „SOPERsI I Y I' !.� PROV RECESSED a 1. I HOT WATER STOM T'FANK - W/2'OF GRAVEL i I I II DRAINAGE BENEATH I I I I .I r • � r II,I�_ I I I . 1 C , I L '. �, . 1 � I N �5 n �•- FLUE A. PR be NEW s I B W I JB \ I I I OI IIV _ ) PROVIDE 4/6' F O. P V 2 ZONE HYDRONIC I I NG I h I WINDOW L 'G E ND . GYP B°. CEILING PA COIL UNIT HEATING I WINDOW - -- - - - --- - 1 " \ ) THIS AREA OVER S E W/BOILER. r i L I • It 'f '" ' BE MARVIN. ' X FURNACE EQUIP. (31 E BOILER AS REQUIRE )I I I, I 1 - I .I SILL WINpq'jl ! 0 26,you 7,. WI'FnlL�I�W SPECS I-^ 1 1 EFQ,R�1 pNRY o L - - = - - -.__ - - - - - �° PI L�4C$' i II' I - f I MARVIN z _ - - i."--- _ - - I REFERSNCE, pRENING OPENING QTY r-. PROVIDE DAMPROOq(n'Q 1 Rd -' 1 r ✓ I EXISTING CONCRETE S - -, - - __ f T _ I N MBEFI WIDTH HEIGHT OF COMPLETE FOU liaYON -/ } - _U PERIMETER (T1'P. A 1 - Y f _ 1 V. 2%9%11D- P. - O BASE ENT 2-1111/2" 2'-O 1/4" 3 _ I p C. FYG. (TYIk+) I I PROV, 3-0.1 X 61-all - I BASEMENT TO NEW BASEMENT r t_ ® EXIST EXIST. 4 z 1 I -- PROVIDE NEW WALL I ( LUSH WITH EXISTING �L Q PROV RECESSED' " 7 I i _ I {_ I /�•��, WINDOW WELLS I I ' 'I I r _ I - I DOOR' SCHEDULE W/2' OF GRAVEL DRAINAGE BEN yA1`i I P :C.Can+lG ORygyLE1AN I I I O I ',t I - \U yV. I pqI _ - - I\ - ) 19T.F1,00R INTERIOR OpdR3 . I 6'1Q % ikPh7VsOM�tKJ'Y. I } I - R ,,,,�' Q (TYAIOAL ALC�AR T�A'$}� 6-1� O 1 DOOR IT WIDTH HEIGHT PAIV- R OPERATION UQOATION �� P RIAA R TB FQR W DIA. STRUC I _ J SILL,P""` " 'FRAME CONSTRUCTION 3'-O" 6,_U, I ti ST E,L,O[IN .1v I 3-O 8•e' L '��•� BW 1P,Q IN FT I r 1- a�j DIGHT BASEMENT -� p (9 "A14N B ` OfuIBEDDED INTO CONCRETE''' I \ (TYP-ALL) 4 I �D l I ! I 3'-O" !('.6' //•�\ $T6EL, LST BASEMENT - -- -'1 f . \ I t f - - I - I .I D'-D" e'-B° STEEL RIGHT BASEMENT 4 Y(sRz� H"CnQRNER. _ �,�( ( I r ■,; r , .� i4!)IkrP ER) - W I II _-I 2 I'�' I I a� s)6 ter BASEMENT ! EXIE3T'INCa BASEMENT 7.-0" MWIL ROLL-UP BASEMENT 9A;k ' o" 7'-0^ VItyYL ROLL-UP ;ASEMENT o 1' 7'-U ; I PRM%(4 R-21 INS4ILATION f f '7 l (. /. I EXI,fST ',JR 6 O.M F'QWND WALL TJ •PIIIOV. BEAM POC INI I IN'0U.0Q14 ABC) E. (TYP./// I �' O I - FOUNDATION WA4 x0114 I ! I AI,.L.AJtgEFA�. / I I - _ _ J I ON T9, EXI l/ •i . Qi AS REQ'D. &TAR ALL 1E 15s. S-0"C.H. - I np (TYP:ALL AREAS) :' I - �de I I PROV;STEEL D A.. S FOUNDATION F�� F H I" - ( �o) * 'i -4tio q.c ma,AN NO Itpier m .•vv 1 I Lu X \ I PROVIDE 3 #6 y O TIE RODS. P}3,Ov. r_6,. x t -e X,1 . v O ,°a 11 P. CONC. FTG (TYPa� ■= ".. i - _ h '. ^ I - - J I' • .I N ' 12 T 9,_Dr, F . E NA E. - ++ P. UNC. FOUNDATION, - I' .I PRQV• ANCHOR 'Q 'TS FORFIL 4YA4:1-W/ 1s" x10" D. , 7'_O" 1 `6 -'- - - - - - - - - -- -- T' - - I I �ANc1ioR BOL 'EMB (FDI ILL PLATE$ OF U 'ME OON TRUCTION H_OCP_CUR 9TING W.MP IN WALL ® J . 76/2 DED INTO CONCRETE 6-12-03 ALIGN TOP OF F I MORE THAN � ' FOUNDATION WALL - - - - - - _ ® 1 AWAY FRQM aACK O 1 -6' ABOVE GAR BLAE1� }"I- SCA It I 9' !� 1 CH'CORNER. -o-, r-or,'� r, r'-'r -1. v r ■ - (TYP. ERjiiyh 1/4"=l 'O„ DWG. NAME: �.--9 --- +^ --EQ. a .� ���• FOUNDATION 1'"'RRQV. 1'_6°X p_6" X / D. r - PROV. 1'- X 1 v+ "X'F'D. PLAN ebq aa212; .. QEF=u P.`OONC. FTG. (TYPJ P. CONC F1''G CTYtaJ. \-E-AIST,O{ AU N SLAB i",TI•+..•,.�I•{.•*� II DWG. NO.: r D ) p TI©- Y EL EBBE N% N9'IAU,M OQF SERVICE, THE%pR WMiM O�P0,p_VIf.]T1'fTENCAUTNOR�IOGATICN A F O LAW. r i 1 , GENERAL NOTES : PLUMBING - LEGEND : _ WINDOW LEGEND : PROVIDE ALL NECESSARY PLUMBING ROUGHING- — AND 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES OF ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY VN.Y.C. AND N INDICATED 1. cf `� ALL WINDOWS TO BE MARVIN AND ORDINANCES. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV, ALL ECK PORCH W NECESSARY DRAIN VALVES, '6" X 58'0° / 5'8" X 58'0" WINDOW SPECS 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE ~� z OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND OF PROV. FLOOR DRAIN AND 10 GAL SUMP MARVIN ROUGH ROUGH WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL R SUBCONTRACTORS. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND *HB PROVIDE FROST FREE HOSE BIBS REFERENCE OPENING OPENING ON CQNDITIQNS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS \ NUMBER WIDTH HEIGHT T O y ' O IDH3440 2'-101/2" 3'-41/4" 4 FROM THE DIMENSIONS SHOWN. •S SHOWER HEAD TRANSOM 2'_101/2" 1'_41/4" 5 TRANSO ti 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE _ - -- - - - -- - - - - - -- - - - - - - -' '- - - -' -- -- -- -- - " - - - OB Q ' DRAWINGS UNLESS OTHERWISE NOTED. - - - - - - - - - - - - 01-13056 Z-6 1/2" 4'-8 1/4" 1 >, - - - - - - - -- _ - DO IDH3040 2'-6 1/2" 3'-4 1/4" 3 O ZPROTECTING ALL ^ - - - - - _- 10 1/2" W-O 1/41t 3COLLAV _ - - - ; O IDH3448 2 CODESPSE DISTORTION,DAND MISALIGNMENT GNMEN ACCORD!NG TO ALL GAPP BREAKAGE. - _- _ - IDH3O40-2W 5'- 2 1 4 1/4 1 8 N b THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRA I _ 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, PEES, AND COSTS RELATED TO -_ - - -- - - - - - - -- - -- - © TRANSOM-2 8'_ THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED - - - - -- - - - _ _ _ _ H IDH3856-2W` 6'-4" h-8 1/4' 1 EGRESS INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. - - - - O D�I�+NG ROOM 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE•PREMISES CLEAN AND IS - - - - - -.-_-.. - - - - - - - 51-01/411 3 EGRESS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. - - - 13'8" X 20S JO IDANSO 3' 1/ 5 EGRESS _-- - - - - --- K TRANSOM 2-101/2" 1'-41/4" 5 8 ANY"'EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ - - _- _- _ - - DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO '® - - - _'-- -- - ® - - _®- - . _ - .® - _ --- _ - _ _ _ {�f I C� D.H. �1 a j © IDH3456 2' 10 V2" 4' 8 1/4" 1 STARTING ADDITIONAL WORK - - - - - - - - - - Sg._2�� _ _ N RANSOM 2-61/2" ,-B 1/4" 3 .. b 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING _ - - - R O.: 5,_g.. X 1/4"_ - � ._' - R O. 5-8 X' - °_ __ - ABOOV _ -�. � ' 41 4" 1 PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS, - - - �' - - - _.. _ - - REFER TO CONSTRUCT DRAWINGS FOR SIZES. ABOVE - - .gBOVE E / i - - - - ABOVE ABOVE \ H3056 2 8 1/4" 2 _ - ABOVE l]L�' R q. 5'-g„ X 4 _ _ 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS . GRADE OR BETTER. - S - /�� - - - - -=T - - \J-R O..,G O X 1'-4 1/4' - -S .: X 1 4 1/4" �1 Ko X 1'-4 1/4'" -�.R.L1r 1v�( 1'-4`1/4 P IDFI3464^ 2' OO J3 EGRESS I, SIL 11 a11, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK - '- J " - - ' - - - .. - - / _ - -1-- Y�{ s _ _ _ E OR TRANSOM 2W 5 01 2 6 1/4" 3 SUCH AS BUT NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. SLIDER A B 2W 8' p ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE a / I6 I` ` / is �a - n 0 p-4 1/4" 2 A D.H PROCEEDING. I ABOVE D'H V +{ _ 5 TRANSOM-2W 5'-8" 1'-41/4" 3 R O.' 5'-8" X 4' 1/4'- / R.O.: 5'-)P' X 1'-4 1/4" TO TRANSOM-2W 6'-0" V-4 1/4" 1 A OVE GREAT ROOM / 11 � , , _ _ __ _ \ � , _ _ _ - \ � R I SLIDER TOTAL 6o M 19'8" X 20'6" I \ \ •HARo wweo O - - _ ` _- _ __ _ _ � THESE WINDOWS EGRESS CODES FOR FIRE EVACUATION LOCAL \ O ATIONAL AND CONSTRUCTION LEGEND : Ro�S_6"X4' „4" 3 I I SO a R.O 5'_ " X4'_8 ,/4" W ' � NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W/ 1/2" CDX PLYWD I U O EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. ' - -- \ --\',\ \ /� ABOVE z SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/TAPED) \ SUN ROOM M R.O.: 6-YX V-41/4' 3 CLR. PINE 4" COLONIAL BASE TRIM. & R-19 FOIL FACE INSUL. (HIGH DENSITY). / \ / R , I •eD _ 12'D" % zZ'D" DOOR SCHEDULE W1Z NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH 112" GYP. BD. 1 HARD wwm (EXIST.) / O (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE' PROVIDE MOISTURE B'-O" C.H. R.O. 5'- "X 4'-6 1/4" 1ST.FLOOR INTERIOR DOORS RESIST GYP BD. (GREEN Bo.) FOR ALL BATHROOM WALL AND CEILINGS. 1 I 1 ` I �� _ _ _ _ _ - - - PROV. CEMENT WALL BD. FOR ALL TILE AREAS. \ / `, I / DOOR ID WIDTH HEIGHT DOOR PANEL DOOR OPERATION LOCATION uy MATERIAL LASS INTERIOR PAINT-TO BE "BENJAMIN MOORE" U O.N- ONE COAT PRIMER AND �P I tCs �' 1�PAIR 3'-p" 6'-8" T.B D. TBD DBL-SWING FOYER /LCL TWO COATS FINISH (COLORS T.B.D, BY OWNER) SATIN FIN. THROUGHOUT / I \ \J LL U.O.N ALL TRIM SEMI-GLOSS. 29 3" ! \ 2 2'-O" 8'-8" WOOD TBD LEFT FOYER HARDWOOD FLOORING-SELECT WHITE OAK 21/4"W., 1518. FELT., I \ 1 R. .. 3' 1/2"X 1'-4 1/4° 4 EXIST. EXIST, WOOD TBD RIGHT LIV.RM ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE / \ ' 1 / � I 1 \ I __ _ _ ___ ST. EXIST. TBD POCKET HALL SUB-FLQOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. =a1 } p AB�VE 5 PAIR Z-6-1 161-8- WOOD iTBD I RIGHT BATH < -2" 6'$" WOOD TBD DBL-SWING HALL -c CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED i L - \ \ _ T 6 2'-8" 8'$" WOOD TBD RIGHT BEDROOM Ar,2 R 1/2" CEMENT BOARD U O.N. WALL AND FLOOR GROUT TO HAVE ABOVE // / I I \\ \ - - -- - - ---'"" IY O C.H. WATERPROOF ADDITIVE MIXED IN. FLO : 2'-l0 1/2"X V-4 ,/4" I B I \ - f ) .0.. 1/2 X&,01/4" 6 2'-8" 8'-8" WOOD TBD RIGHT BEDROOM .#1 � OVER p \ \ R ' 3 O 2'-O" tl'-B" WOOD TBD POCKET CLOSET ADDITIONAL 1/2"SLIBFLOOR PRIOR TO INSTALLING CARPET. POV ADDITI _,I I EXISTING - ND TYPE TO pE,D TBRMINEq, R.O.: 2'-10 1/2"X 4'-e 1!4" L I \ j- T" -' `� 1 O 2'-4" 8'-8" WOOD TBD LEFT BATH #1 � I ry A " 111 9,_O„(C.H. HARD WIRED / i \\ �E REUSED O I. ..- A F h31 sn POCKET DOOR \ \ �� ) �`-4° 11 PAIR 3 0 6-8" WOOD TBD GLIDING CLOSET e r ! e / / R.O.: 3'- 1/2"X 1'-4 1/4" ' I}. 'loge 'i J \ I�, / 1 ABO 12 PAIR 2'-6 6-8" W0-- TBD FRENCH WD GLIDING BEDROOM �V2 3 I;• Fes' EXISTING EXTERIOR WALL ' 2"X4"WOOD STUD. R-16 HIGH " f J ` 4 - P _ - - _ - - ' J 13 PAIR 3'-O" 8'-8" WOOD TBD FRENCH WD GLIDING SUN-ROOM $ DENSITY INSULATION - _ .� s = Q 1ST.F" OR EXTERIOR DOORS BY'CERTANTIEED' OR APPROVAL EQUAL 6IJ - \�� so / / so O I a- \ T T \ HARD WIRED I O •eo HARD WIRED .q : 3 1/2 X 5.O 1!4 14 PAIR 4'-O" 6-e" WOOD TBD FRENCH WD GLIDING SUN-ROOM NEW EXTERIOR WALLS: 2'9X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION - -�y 1 HARD WIRED 11 15 PAIR 4P-C" U.-S.. WOOD TSD IFRENCH WD GLIDING BY NEW HOOF: R-ED' OR APPROVED EQUAL. z ) LV I _ _ /,O 17 PAIR 3'-O e'-6" WOOD TBD FRENCH WD GLIDING GREAT RM. O ® LER / oEl _ _ R 4'-0" 6"-e" WOOD TBD FRENCH WD GLIDING DINING RM. NEW ROOF: R-3o KRAFT-FA. INSULATION BY'CERTAINTEED'OR APPROVED E I 1 II CRAWL SPACE: R-19 KRAFT-FA INSULATION WITH PROPER WIRE TIES r INSTALLED AS PER N Y.S. BUILDING CODE. 3-�'11T4"- I D ( I NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE 1 e'.2 A /� '- '`�,,, �� � c � II I � A,- _ a\ 111\ \\ 2ND,FLOOR INTERIOR DOORS � 'Z .Ie \ /8 2'-8" 8'$" WOOD TBD LEFT M.BEDROOM INSTALLED AS CEILING: N Y-19.S. BUILDING GODE�TION WITH PROPER WIRE TIES 8. ) FOYEiR `\11'0" X 1310" /�\\ 1\ \\ / 9 L - - - - _ \ \\ \ •HARD WIRED 'AB VE 1/2" % 1'-4 1/4" 19 2'-g�� g�_g,� WOOD TBD RIGHT M.BATH ry<� O jo RA 11 /X I - \ R \\ \ -�P \ '- - - __ '- -' O 2'-4" g,_6" WOOD TBD LEFT M BATH ' 1 ' ] ELECTRICAL LEGEND : i1� ' }, P'' KITCHEN T J 2 2'-6" 6'-g" WOOD TBD LEFT BEDROOM M4 0 L�LIIQ - - '� '7 12'8" X l5'O" \ 1 1/2" X 5' O 1/4O" 8'-e" WOOD TBD POC CLOSET d I Q 3 2 2, O" J NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND \\ f - O, \ - O \ (EXISTING) / �� \I BED R OM 2 2'-4" 6'-8" WOOD TBD LEFT BEDROOM #a ( Z RE GQLATIONS OF THE N.Y.B.F,U. AND A CERTIFICATE FROM THE N.Y.B,F.0 IS TO L 3 BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 0 e o0 ReELL I - -� - '-t� J r i I i l -6"X l2'-0° \ c P a 2'-a" 6'-e" WOOD TBD POCKET BATH #3 p )91 P \_ - _ _ - _ - - - _ �n ) �5 2-4" 6-6' WOOD TBD POCKET BATH N3 NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE \ F; oq AB NOTED,. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL TO BE SUPPLIED BY THE - B .: 3' 1/2" X 1'-4 1/4" ELECTRICAL,CONTRACTOR. v \ ` ` - .. .-__ A A.O..X iia t 4' - _S A " - "� oA `PI .1._ 9'-O"C.H. / 6 2-4" e_g" W000 TBD POCKET BATH 1Y3 NOTE' ALL SWAND RECEPTACLES TO BE'I_UTRON', "DECORA" IN COLOR --- ITCHES LK 1 VE 7 2-4" g'-8' WOOD TBD ROCKET CLOSET O.N.O.. DOWNUGHT TRIMS TO BE WHITE. -+- -- - - — R. ir - 6'-40 !r- _ -' -- _ _ - 8. - -'_ - ��r A..2'-10 y �, ; _ J g 2-4" tl'-8' WOOD TBD POCKET CLOSET _ \ k10VE - - - - _ - _ - 1/2"X5-01/4 DUPLEX ELECTRICAL RECEPTACLE \ "'�. - _ - - _ " 1 - ' „ __" - R. 3'3' �9 2-4" g'$" WOOD TBD POCKET LAUNDRY 3 0 w - __ ..2'-10 ,UZ' - _ m AIOR' DUPLEX RIkCEPLTACLE/G(10UNO FAULT INTERRUPT �'� - _--- ] 11#- - _-- - ._ .. O 2-6" 6'$" WOOD TBD RIGHT BEDROOM #3 I \ . - _._-- _. _ _ __ - ...-, F 1 2'.4' 6'=8" WOOD TBD LEFT M.CL06Ef i . O $so DUPLEX SEPARATE CIRCUIT RECEPTACLE _ - - -. - _._ - . .- 2 2'-0" e' _ It WALL Si N C R.0.. 2'$ 1/2"X4'-81/4" K J R.O. 3'-0 ,/2"X51_D" ' 23 PAIRQQ-0EXT 81�' WOOD TBD RIGHT CLOSET I�- (7 ABOVE - BOVE -- - -- OR DOORS Z m $ a 3•WAY WALL SWITCH 9' 8'-3" 8'3" 6'- R.O : 2'-6 1/2"X 1'-4 1/4' R.O.' 3-O t/2" X t'-4 t/4" W 22'-9" C� 8" WOOD TBD FRENCH WD GLIDING GREAT RM. U 2 4le CEILING MOUNTED JUNCTION BOX g_p Q H 0 0 c-1 D w .Ino WALL MOUNTED JUNCTION BOX 0011) "LIGHTOILER"OR - - - - - -- O p D U ROT GHT (loom . RECESSED DOWNUGHT (7 E EXTERIOR MOUNTED'DOW APPROVED EQUAL WALL MOUNTED DUAL LIGHT BATHROOM 1 BEDROOM 1 m -- IT 4" X 1O'-0" _ _- 14'-0" X 15'-On FILE NAME- NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED FXKAWST 10E1 FAN)LIGHT WITH DUAL SWITCH AT WALL. "9ROAN"'HEAVY DUTY UNIT H_1CP CUR ♦Q`r1,,n. ,G',".rerufflp 6-7-Ot OR APP. EQUAL. EXT. MOUNTED LIGHT WITH FAN } yl d y. SCA •6o SMOKE/CARBON MONOXIDE DETECTOR: ,, D To NEWBEHA;R0TELEPHONERED TO CENTRAL CONTROL BOX / T RECEPTACLE FIR'S 1 F LOO R P 1 /\ N � DWG. NAME: T ��\ TOTAL SQ.FT. = 2,370 FIRST FLOOR — — nnm1� PLAN PAINTING NOTES : I •I� THESETHE SOLE ASINSTRUMENTSTHE A OF SERVICE, DWG. NO.: ARE THE BOLE PRbPER11'OF THE ARCHITECT. /OR ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. SH REVISIONS,DHANL1 AN1 WRI EEN I_JTHOCNS / PROVIDE BENJAMIN MOORE PAINTS THROUHOUT SATIN FINISH ALL - SHALL BEA WITHOUT WRITTEN AUTi-ICRTAr1CH NEW WALLS AND CEILINGS WITH SEMI-GLOSS UT ALL DOORS &TRIM OR HE LE Is STRICTLY PROHIBITED BY N W PART OR WHOLEIB STRICTLY PROHIBITED BV LAW A" , i , IN - PLUMBING LEGEND : GENERAL NOTES : _ _ __ . WINDOW LEGEND : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED 1✓1 AND ORDINANCES. OF ON CONSTRUCTION PLANS FOLLOW ALL NECESSARY N Y.C. AND N.Y.S. I-' ALL WINDOWS TO BE MARVIN. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. P'ROV. ALL 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE NECESSARY DRAIN VALVES. OWNER AND ARCHITECT WRH COPIES OF ALL REQUIRED INSURANCE AND WI N DOW ,SPECS WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS *F PROV. FLOOR DRAIN AND 10 GAL. SUMP I""y'�.'I z 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS ANDMARVIN �1 f_O" pl CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS HB PROVIDE FROST FREE HOSE BIBS. REFERENCE ROUGH EN©G OPENING QTY. [D� NUMBER WIDTH HEIGHT II' FROM THE DIMENSIONS SHOWN. a h i r i A� 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE *S SHOWER HEAD IDH3440 2'-.701/2" 3'1 1/4" 4B TRANSOM 2'- F .. DRAWINGS UNLESS OTHERWISE NOTED. 101/2" 1'-4 1/4" 5 TRANSO 0 - 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND C IDH3056 2'_6 1/2" 4'1 1/4" 1 0-� U >1 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE OD IDH3040 2'-6 1/2" 3'-q T/q" 3 � U a ej ii. CODES. O ID}i3448 2'_101/2" 4'-O 1/4" 3 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO F IDH3040-2W 6'-O" &1 1/4 1 THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. CQ TRANSOM-2 B'-2" V-41/4" 1 TRANSO `J n 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS H IDH386®-2W+' '.e'-4" 4' 1/4" 3 EGRESS V RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. IDH3860• 31-01/2u 5'-0 1/4" 6 S. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE © TRANSOM 2'-1 O 1/2" 1'-4 t/4" 5 DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO -- -- _ -- __ _ _ ' STARTING ADDITIONAL WORK. - - - - — _ --_ - _ _ _ -- _ - -- --- _ y, - ._ 1 -"- _ -- _ - _-_ I L_. - - -__ _ - L IDH3458 2'.101/2" 4'-81/4" 1 �' I ® IDH346S-2 5'-e" 4'-8 1 - REBS 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING /4" 3 I f PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS .-_ - -__ - --- '[_ - -_- _ . - _ - __- __. __ __ _ ___ - - - _- --_-_ _ - - -- _ __ - ry TRANSOM1 - R T CONSTRUCT DRAWINGS FOR IDES. - " --- - - - _ - - --- - - - --- ---- - -- -.. REFER O CON$ UC S - -_ - � 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER - - - - _--. __. _ - - - _ - - -- - --_-- 1 _ IPM306 �I P 101-13484- 1/4- 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK - -- -- ---- -- - - --- -- - - - - -- SUCH AS BUT NOT LIMITED TO MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK - - .-- - _-- - - - - - - - - - --- _-"-- _ - - - -- . _ _ - 28'-O° 1'-4 7/4' 3 ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE - _- - - - - "-- - -' - - - - - - - - -; S ER E - - -- - - -- - . ,,� � _ QQ TRANSOM `ZN/ EGRESS PROCEEDING. - ._ ._ - - _- - - _ E _ A A _ R� TRANSOM-2WVI 2 M. BEDROOM _ ® TRANSOM-2W - - - ----- - - R.O.,: 2-6 1)$' X3' 41/4 c_ RO 6-41/2X4-81/4', - __ - R.O.4--41/2" X4-81/4" - - 14'O" X 20'O" .-. — — -- -.-- -. - __ — — , 1'-4 1/4" 3 __.YH� _ `� _._-_ - - S 8„ SL DER -- - l -- — — T1 l`r' � rRANsoM-2w 6'-D" TI 1/4" CONSTRUCTION LEGEND : D 3 = TOTAL 6D - I NEW EXTERIOR PARTITION 2 X 8 WOOD STUD WALL W/ 1/2 CDX PLYWD / \_ 1 ' I EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). 6 EXPOSURE PERF. WD. &ICH \ STUDY F I W Y SHINGLES (PROV, 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/TAPED) _ _ �7 ` THESE WINDOWS MEET NATIONAL AND LOCAL ( 1 E 4-COLONIAL BASE TRIM, & 9 FOIL FACE IN6UL. (HIGH II EW 94N"D O PARTITION- BOTH SI ES SNOTS: PROVIDE TUD WALL WITH 1/2" GYP. EDNSITY). 8 1 / ��� / I i ' -- L 1O'1 O" X 12'5" I ) B, i„ EGRESS CODES FOR FIRE EVACUATfON, Fi@8 "I`OIYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. -- ; DOOR SCHEDULE PROV, CEMENT WALL BD. FOR ALL TILE AREAS. I I ) --4.7" 1ST.FLOOR INTERIOR/ I I DOORS INTERIOR PAINT- TO BE "BENJAMtN MOORE" U.O.N. ONE COAT PRIMER AND i -+ . -L ,I _ 1 I — Iii — TWO COATS FINISH (COLORS T.B D BY OWNER) SATINFIN. THROUGHOUT /�•�-�1 I I� I M. BATH 1 1 -_ _ DOOR IDB-0 8 B" T•B.p RAL TgNEL G OPERATION LOCATION _ __ WIDTH HEIGHT PA U O.N. ALL TRIM SEMI-GLOSS, SATIN POLYURETHANE. 11'0" X 16'11" GPI _ - y j } I ' , I B'-9 I I 1 PAIR ; D DBL-SWING FOYER Lu HARDWOOD FLOORING-SELECT WHITE OAK 2 4/4"W., 1648. FELT., "--I P I / ® FINISH COATS OF OIL BASED - - 4 -` - \ I I 2 2'-O" 8'-e" WOOD TEO (3 _-I 'r'I f_. ) r I (- - '-.•' - -� LEFT FOYER SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED, r � ( 3• 4-4 8 8 WOOD TED _+- I _ / RIGHT LIV,RM. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. 1 "- ' - � I z EXIST, EXIST. EXIST. TBD POCKET HALL � �I CERAMIC TILE -"AMERICAN OLEAN"TILE OR APP. EQ. TILE TO:EE INSTALLED R O.: 2'- 1/2" 3'-4 1/4'1 D - I / I $ PAIR 1 2" 8'-S" WOQD TBb ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE _ / - �J9 I DBS-SWING HALL j WATERPROOF ADDITIVE MIXED IN. Ii P - - - / - 2','e"- "BI-8' WOOD TBD RIGHT BATH 4 I COLOR AND TYPE TO BE DETERMINED. I �� ._ I_ ,-, i'1hz� N���/' ., 'v, I- - . " . _-DRO-OM 5 J 9i ' 2.=10 1/2" ,21-8" WOp TTBD P((f3HT, CR4?QM Aa PROV ADDITIONAL 1/2 SUBFLOOR PRIOR TO INSTALLING CARPET. I / 'tl'G •y ��8 8' P� " '.•y < • VA C 3 _ I 9 9- " 6�" WOOD TB' CL SE _ _ 'I 0 6' • b POCKET CLOSETT ? NID.R' -a• Wks Lel? r Fr Tfi #y •P 46-9" .11. PAIR '3'-0!' Wq,RKTO BE'-li"J A(,eCQ� ,,,,t - I s-•-'_-_. �,A� . � ' 1R PAIfi 2'-B" 8^8" Wd BO ' 4 CLOSET IIIfE.AL}. E CTR.C'A'L, A gERTIFI A'L'E F dM. N 18 T41, - - - .� - - P ✓ , W p FRENCH WD GLIDIN. (/ {{,,.� II R.O 2'- 1/2' 3'-4 1/4' O I ' • R. 2!-10 1/2" 6'-4 1/4" GLiDINQ BEDROOM #2 ! REZiUIj'�'TIdNSlop tWE N.Y.B,F.U. AND• 111 RE'PWLSENTED TO THE OWNER AT THE COMPLETION OF YHE JOB. I � fi1RKD u91?9a v. t .- _ A8 PAIR 3'-O" e'-e" WOOD TBD FRENCH'WD GLIDING BUN-ROOM / I - �{� I 75T.FLOgR EXTERIOR DOORS ' NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE _ , . _-'C''J- P NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L, TO BE SUPPLIED BY THE O.N.O . DOWNLIGHT TRIMS TO BE WHITE �_ R• : 2'-10 1/2" 5'-4 1/4" 14 PAIR 16 PAIR 4-0 6'-8" WOAD TBD FRENCH WE) GLIDING SUN-ROOM ROOM ELECTRICAL CONTRACTOR. ON, I I 3, O 6"-e" WOOD TBD FRENCH W GLIDING SUN- T ___ NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR I I ` - a L ,- " - I 16 PAIR 4 O" 8"-6"' WOOD 8p v"IeeTJ OD TBD FRENCH WD GLIDING DINING RM, DUPLEX ELECTRICAL RECEPTACLE i —y 7_g I _ 0 \ _ \ `I, A n 17 PAIR 3'-O" 6'-8" WQOD TBD FRENCH VJD GLIDING GREAT RM. *CFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT /\OPEN TO BELOW I \ ( \ - ^ i6 6'_9" I 2ND.FLOOR INTERIOR DOORS I msc DUPLEX SEPARATE CIRCUIT RECEPTACLE / I _ J -I -} WOOD TB p LEFT M.BEDROOM 16'_2„ C.H, / { TRIO � _- -= J ti9 2.8” 8-8' WOO TBD _ Z D RIGHT M.BATH $ WALL SWITCH WOOD , TBD V -�- �� � LEFT' M.BATH $ ! 4"� LEFT BEDROOM #4 O tl - 1 ?'-8" 8'�" WOOD TBD a 3-WAY WALL SWITCH { S'r8" WOAD TBD POCKET CLOSET B CEILING MOUNTED JUNCTION BOX _ _ ( • - I - 1 7-0 9 2'-4' 8'-8" WOOD THD LEFT BEDROOM 4Ir 4 de WALL MOUNTED JUNCTION BOX I \ r - il\ _ I - I 4 2'-4' e'•e" WOOD . TBD POCKET BATH #3 Q ..1 _ _ m� RECESSED DOWNLIGHT (t OOw) "LIGHTOILER" OR APPROVED EQUAL I � �-� \ �� . -I- ' 12 5 2'-4" 8-8" WOOD TIED POCKET BATH 03' ryE EXTERIOR MOUNTED DOWNLIGHT (100W) `I I 6-8" WOOD TBO POCKET BATH #3 I_ 7�I�T k1iJg WALL MOUNTED DUAL SPOT LIGHT ' R.O.. 6'-4 1/2" X 4'.8 1J4" - - - -_� 2'-4" p-B'i WC10D TBP POQK£T CLOSET mQ� NEW CEILING MOUNTED JUNCTION 80X FOR RECESSED EXHAUST s 2'-4" 8'-8" WbOb TBD POCKET LAUNDRY `"'eF OR APP. EQUAL.WITH DUAL SWITCH AT WALL "$ROAN" HEAW DUTY UNIT ! 8 J + — — 0 2'-8" A'-8" WOOD TBD R(GHT BEDROOM #3 OR APP. +F EXT. MOUNTED LIGHT WITH FAN - i' _ ') ¢'-4' 8-8" WOOD TBD LEFT MJOL08ET - J i), - I , 2 - 2'-0" d'-6" WOOD T W BD �Sp SMOKE/CARBON MONOXIDE DETECTOR. - - __ _. _. _- ._ _ _ _ � -- .. _ - _ - L� •, — - O RIGHT CLOSET � TO BE HARD WIRED TO CENTRAL CONTROL BOX + '6'- 7/2" 4 / 2Np;FLOOR,EXT EgIdR DOORS Z DT NEW TELEPHONE RECEPTACLES p AII9 q 8'-8" WQOD TBD FRENCH WD GIIgING GREAT RM. U Dc NEW CABLE TV RECEPTACLE I•YIDOM 3 BEDROOM 4 PAINTING - NOTES : ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. \/ W PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINPSH ALL `h/• - ] NEW WALLS AND CEILINGS WITH SEMI-GLOSS ON ALL DOORS&TRIM. INSULATION NOTES : FILH - - - - - EXISTING EXTERIOR'WALLS: 2"1 STUD, R-15 HIGH DENSITY INSULATION - �p�'11114%,it BY'CERTANTIEED'OR APPROVAL EQUAL. •'(G' "IJP�E 7� NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BY'CERTAINTEED' OR APPROVED EQUAL / O£ D NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED'OR APPROVED ED. SECOND FLOOR PLAN � £ CRAWL SPACE: R-19 KRAFT-FA, INSULATION WITH PROPER WIRE TIES O¢� INSTALLED AS PER N.Y S BUILDING CODE. NEW BASEMENT, R-10 RIGID FOAM 20" BELOW GRADE AROUND ENTIRE BASEMENT PERIMITER. DRAWINGS AS INBTRI. EN OF SERVICE, - MESE RNYg ARE THE SOLE PROPERTY OF THE ARCHITECT BASEMENT CEILING: R-19 KRAFT"FA, INSULATION WITH PROPER WIRE TIES NG.R"IONS,CHANGES gND/pR MODIFlCATIONa . aRP�L BAEf�gLLOWED Npm'gUT wFRTBN AUm / OR WI jOLE01S STRICTLY PROHIBITED BYOLAW PARE INSTALLED AS PER N Y.S. BUILDING CODE: � � � BY ORIZATION V1 O � � O zN a � V � PROV. 1'6" X 1'6"X 1 D P CONC. FTG. (fYP.) 2 -2" X 1 O" CCA . _- ONT. G D S COLUMNS Cn'P.)T RAL w " 2"X 1 O" 2 - 1 3 LINE OF DECK 4" X 11 7/B" ABOVE LLI POST (TYP) 8 ,- RIM JOIST HEADER o>o 4 r1 �, �- . O al L J L_ J r- Oli li ='O o '' cI % � I I I^�r Ib U , L' J byyyylllll LYJ ODI ; x 1 it X h % 0 x0 % ar li II II b {O iv a Iv /IOC HFADFR (TYP 7 S+ N ry I I EXISTING TO REM III — _ - --I =717I�--7 �1 I ��JIPR0. @6O X. 350 1 O1RP / HEADS (TYP.) J a _ BS7O ,'� J8p . 11 �117/8Q171 / Jz 6 �J8Q= = _ = F0613/4"X PR_ _ 1 7_11T7P = _ Lu 2 - 1 34 X it 7/8" LVL HEADER0 HEADER _ Z W \ ! 1 -8 R4YIDE DRk. TGI�PFO ,3Ef2 I _ _- - _�- - 1 ® 2 R - - - _ - - T IPRO 3 O 1 _ X -3/4" X 11-7/8" C.J. UNDER I - -_. - J S 3/d"X _ _ _ _ o = _ ITI NS -- -1- I 1117/8"F.J. @i6" O.C? I s 718. � \ __ALL hARALL�F}.PAfis O,_ - — „- ._ - - .(-_ -_ - TPR03602- 13/4"X— TJI PRO 3502 - 13/4" X L , B ER ER � I 3_50 1_ _ 4 _ - __ __ - _ _ - _ - _ - - - - 14477 _ 6117/8" C . @18" O.C. I Z .0 _ - - _ L 8" CJ 18" OC " 717 -_ �MICROLAM _ f 1 HEADER - I 2 2 - 1 3/4"X 11 7/8d 2 - 1 3/4"X 11 7/8.. I-I TJI PRO 350 1 374 X lilt"P[dOVIDE DBL TGI PRO 350 � ) 11 7/8^ F J.- - . _,._ P3Ta"X TT7 8"D J LANDER-TJI PRO 360 13/4"XALL PARALLEL PARTTONS I _. r . T17re':FJ. @16'OA - _ _ _ __ _ _ _ TJI PRO350 1 3/4"X /a' TJI PRO 360 1 3/4 X --c I. 11 7/8" C J @ 18" O.C? 1111 7 - 78" Ol_ . 8'C.J @ 18"O.C? .t 11 7/ EXISTING TO REMAIN , -- _ �I _ UNDER ALL PARTITIONS I I I �rl r � 2 I I ICAfA�, T.qM- __ T'�I-RR❑-'aES 7w YG y I _ - - _ _ _ — _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ II I I I 11 B" 1: Q.C. _ III - -_ f_ i_. -,_PROVIDE D$E.�Q-f1�R095b =- _ -� _ _ ___ _ . _ — T I -- - --- I.- ; _/ --' - 4"X 11,_7 �� C.J. UNDER 44 I O — I 1 3/ /8 _ _ _ Tcl{FRO x6012- 1 ( —� L _- _ -- _ - -- - 7 _ _ __ _. __. _- - _ _ L- .: _ =ALL-.RARAL-J.ELI�ARIITION3. __ - - - _ _ _ _ — 1 ._. -. 1 - - r "� --I. _ _ O -- �- 1 i , 2 1 3/4"X 11 7/8" I I - - v 1 LVA-GIRDER EXISTING T_O_REMAIN - � . -r. TJI PRO 350 1 3/4'X - 1 III; PROVIDE DBL: TGI PRO 350 _ _ _ _.- _, _ - = - ITIS =: _• OPEN TO 4 I _ ,-11 7/8" F.J. 16' -,C. I --__ .. LL -1 - _- - iI ;I - _- ALL/PARALLEL PARTITIONS. I I -O 7 -- TJI P o - - 1 _ - - - - - - uj - _ -_ -_ __ - _. TJGPR-b �09 3/4" X - I � CBELOW 1] T =J. +�18" OyC? � I - --- I ` AROUND STABp M I t� PROVIDE DBC TGI-PFiO 35510- -=17 7/ _= O.C. Bx �' _��_ - - _�_i = _ _ _ _ _ _ 1 I co F.J 16" 1-3/4"X 11-7/8" C.J. UNDER - I I� Iii HEADER (TYP.) _ o __ _ _ _ _ __ ALL PA'RALC-Rt PARTTnOt VM- _ _ _ I^ = o _ U < Z _ II I�- CSI - — _ _ = _ � — — � o I - - - - _ - \ TJI PR036DT 3/4-X I �, � — \_ ` \ 2 -1 3/4 X 11 7/8 I EXISTING TO REMAIN 11 7!6" F.J. 16 O.C. _4 I _ � I TJI PRO 350 2 1 3/4 X V.L HEADER _ _ _ 1 2"X10'CCAFJ.A80VE - - -_-. - - - -- _ _ - -_ _ -_ - - II _ _ _ _ _ _ I _ __ 1 , t — _ - - - - —_ - - I _ cs� 1e"oc. mP7 ¢¢ _ — II _— — — - III / ti TJI PRO 350 7 3/4 X I TJI PRO 350 1 3/4" __ X1 C _ I "O 1 ^r - T _'- _ - - ' I, 11 7 " C.J. @ 18" O. fu h L. /e"F.J. - - / 'll bI� n I� Ib U! _ � WI II III -- -.-- _. - - -- I JHEAD ' / D X of x o II C / r (�I — - - --- _— ---- — - % toll N - N1pI ' III W La L - 1i � �r _ r _a - _ ®� - �L ® I �L L J �_ - 'EC — LINE OF O P -WFf ABOVE 2- 1 4" 11 7/8" D7 D5 (72- 2"X10" CA . ^ � A,6 A,6CONT. GRD 5. D10 D7i D8 2°J1 H R C .) Ips p PROV. 1'6"X 1'6"X 1' D. (TYPJ A.6 A. A.8 ] to P CO C. FTG. (TYP.) fF71 W FILE NAME: +YwlYiyl H 9 F SECOND FLQ�IR- -DECK FRP�Mi_tVG PLAN �_owR FIRST FLOOR DECK FRAMING PLAN I ��^�gal y/a,l=ylall DWG, N ME: FIRST AND SECOND FLOOR DECK FRAMING PLAN THESE DRAW NGS AS INSTRUMENTS OF SERVICE, ARE THE BOLE PROPERTY OF THE ARCHITECT NO REVISIONS,CHANGES.AND/OR MODIFICATIONS BHA LL BE ALLOWED WITHOLR'WRITTEN AUTHORIZATION BY THE ARCHITECT ANY REPROOUCTION IN PART /� ' OR WHOLE IS STRICTLY PROHIBITED BY LAW L► ,� i1t 5 H Z O � ~ } O D F�1 U y' _ 0 z ry z U _ -134"X1114" '❑❑l [_t RIDGE �"1 •y �ppp� p.� 2-1 3 4" i, t 4" r 'P f1 I H X 1 NT 2^X 10" IM JOI . I _ iii ilk T 11 _T iii " - _ _ - --= - - = - - 1 'IIII - - , 11; 111 IE II II 112 -JI c� � � � II I I II II Ilb 'll II II 115 011 IIID — IIII II I b � — lk I II III ISI U I Q i JL 11 �I �L ll 1j_� _ — _ _ Z 1I - %L �CNamuj • �- _ • -�� I TJI PRO Z50 TSt4•X I , I� — _ _ _ — — SII II ti LI NI -_ - 1 ti W 2-+ a^x 11 1 " _ _ I I TJ � O 360 - =� TRIMMED RAFTERS — _J_ - .�- _ —' _ ._ _ A.6 1 VJ --_ �- TJI PRO 3601 3/4 X �• 1 ' � � : _ � I - Ir 7 8 C.J. 16° I 1, � = I TJI II = \-T cam_. 30",X BO' 1 _ _ i• ATTIC BOOR IL _ — — �I — �� I I�. _ z l I I I _ — L— — _ I - - I - I C _ Y _ O 13/4"X I— I 36 _ O _— —r TJ P - I I i I LL X I� 36 O 1 3/4 � I� I O „ _ 'I I � TJ PR - l _ — o.C. .J — I L - - _ — _ I I -1I 1 _ -- - _ — _ — III _ ,� 'f _.�. II r Tr III �fJl P 860 1 - t _ - III, / II � � � � 1 � _ � RO 3/4° a � — I� I - III it h .I 11' - -- - 1 I I I I !I �� — •— Q�;� �I _ � o — r I 1 I I b I , 114 _ II I ti 1L I! II IImum _ ! _ I I � a �I I L_ IIS L — I � x1 ter.— .� � J: _ �- ROOF FRAM�I_N� PLAN FILE NA 1 SECOND FLOOR CEILING FRAMING ' PLA. i _ - _ _ 6RP H_6RP_CUR tt ,+uu.�wupp SCALE: 1/4"=1 '011 4 Ass E: ' 2ND.FLOOR CEILING & ROOF 1 FRAMING PLAN „ THESE ORAWI�pg AB INBTRUMENTSOF SERVICE, DWS. Ni - ARE THE SOLE RROPERIY 9P THE ARCHITECT. NO REVISIONS,OHANaEe,AND/OR MODIPICATION3 BY'i TH ARCA M°WREC'f AM'RERRODUCTIONI IINFIP TON A. 2- 1 � OR WHOLE IS STRICTLY PROHIBITED BY UW H. 2_ '� - I , 1 a w 6 li z C� c CD NI � I 0 Oz ^ y „r� I z D E it r, r ' 3 u N U i I I, SIZE FLUES AS REQUIRED, PROV, FUASHEO CRICKET BEHIND NEW ASPHALT ROOF SHINGLES NEW CHIKVNEY "GAF'TIMBERLINE 30 YR. CONT. RIOgE VENT BY "COBRA" OR APPROVED EQUAL. OR APP. EO. (TYP. ALL AREAS) PROV, R-38 FIBERGLAS INSULATION PROV, GABkE END VENTS ON BOTH SIDES. W IN ALL ATTIC AREAS. Y PROV 1/2" CDX PLYWOOD SHEATHING. I DBL, 2" X 10" RIDGE BEAM 15W FELT BENEATH ASPHALT ROOF z i O SHINGLES. (TYP ALL AREAS) L/ bBL. 2" X 1(P RIDGE W I z BEAM.— i r^ i I NEW ASPHALT ROOF SHINGLES /1r 2" X10" R.q. ® 18" O.C. WATIMBERLINE 30 R APPROVED EQUAL. LL 2"X 10" R.R, ® 18" O.C. z I 2"X 10" C.J• (� 7¢"O.C.' Z \ \ r '15M FELT BENEATH ASPHALT ROOF 2"X 8" HEADER SHINGLES. (TP. ALL AREAS) Q I _—I� (TTP. ALL) \ CII I / 2"X 8" HEMD2R \ LGL (TTP. ALL)1 \ r �/2" GYP. BD. ON ALL PROV. 1/2" COX PLYWOOD SHEATHING. i 4" BRICK/e"CONC BLOCK CHIMNEY / b(POSED SURFACE3� fJ R-38 FOIL FA, INSULATION. ICAL ALL AREAS) - ' FIRE &SMOKE BLOCK (TTP i 4 X r n P. r' xe"wdqD',',$TUDs l / J.�. PAGED THROUGHOUT. (T/ ) , PROV. 8"GUTTERS. COX PLY. SHE`.ATNING. ((TPJ TGI PRO 2�md �4 PROV 8' GUTTERS. _ hal P, 1'3/4°x i, 7/9" 17,'O.G. iy B PI�•F, Stiff PROVIDE REI FASCIA - p BD. COVER P WITH WHITE „ ' I 1SbK•. _ PROVIDE DBL 3 1/4" X 11 7/B'I ALUM. COIL STOCK. u „ ` .I VID "TEGO'S AT.A L - . _ PRO E MICRPLAM'BEAM. ` SOF. EGTION NTER3 D AmciI SCREENED E , _ NT. SGR 4 V. CO N ED PRO g� EE I V` S6j;jI/..��IN 5//4"5/4"XIE' _MICROl.4M BEAMS 1 SOFFIT VENT WITH VINYL z SOF�F'IT N , OV RING. P.'ALL AREAS). CEDAR CL.L. EXIS TING c E m M'J JOINT CE i EXISTING pI�- AREA _ e" CUR CDR. FRIEZE BD. AREA A 5/4"x 6°CLR, GDR FRIEZE BD L EkPOSED' URFAd . QI(L 2` WOOD STUDS w/ D COX PLY. SHEATHING. (TYPJW Q Z � c N TGI PRO 2601 3/4"X 11 7/6' 2 X " CCA SILL PLATE _ -' F.J. ® 12" O.C. (T`rP,) W 2" 8 _ = < ' R-21 FOIL FA. INSULATION. W (TYPICAL ALL AREAS) TO"ANCHOR BOLT SEX I ST I N G D - - EXISTING - -_ UEL 4' DIA. STRUCT. AREA — COL. BURIED IN FTG. AREA o (TTPICAL ALL AREAS) — B" CONC. FOUNDATION C WALL W1 TB" X 10" D. q W FOOTING (TTP. ALL) I ¢ D P. CONI. 1MGS.(TYP) 2'0^ X 2'0^ x 1a' D• z m 9. P W C. FTG ) P C dN (TY W SS N U II- CLEAN COMPFIBNQ 0 O 0W 7 7 BUILDING S E C'`1"'I�O VFILE NAME: rrrr H_3B51 OURl e�QJ yyA p —SUCAUE 1/4"=V10" OWG. NAME: mFI BUILDING SECTION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE BOLE PROPERTY OF THE ARCHITECT NO RI SION$,CHANGES.AND/OR MODIFICATIONS SHALL®EALLOWEDWRHOI.RWRITTENAUTHORiZATON OR WHOLRECIS STH CTL PROHI�I 6D BY IN PART IIS A. 3 II I col� w � I - l = - = i _- r - _ Q - - - - - r TlOI SL _ ��FV,1111 la- Tilr PW pp r � _ - -_ _ r +LT uj :: _ _ __ T 7 i LLC z I, I' ui I c FRONT E'L.EV �"1'ON 0 w. -_ - z - -_ r- R - � - - � 01 �IIII ' LQ i - ry _ - I I _ w �• _ --- -- -- FILE AME: . - ..',. -. .. H V- ELEV_CUR 6- - ,IIIIp1Y11Ypy��, o+ u '� pz% 1/4"=l 1011 ". TI' 1 u° FRONT/ WATERSIDE m..._....,m ELEVATIONS NO S.A, R, ulI mms �4" .iC000 OINTA710N - - OR VIFiCL I.. , Y, HIBITEO H1"iAW. ++VVii''ff A- 4 ALTERNATIVE FOR OPENING PROTECTION H 0 WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF B'-O" - - SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH AT77 HARDWARE PROVIDED. -- - - - - - (REFER TO SECTION 1609.1.4 ABC 1609.6 5 AND TABLE 1609.1.4) �,'1 �� - T'1 C7, TABLE 1609. 1 .4 WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS PANEL SPAN t 2'-a'-PANEL 4'-0" < PANEL 6'-0-' , PANEL ---- -- -- - - _ - ---- - -- - - - - - - --- FASTENER TYPE - 2'-O" SPAN < 4'-O" SPAN 5 6'-0" SPAN < e'_0" 1 1/2" #6 WOOD SCREWS 16 16 12 9 ] 1T Li'-`r - - - IL �Y JII -_ 16 t8 12 � �--T��r �pl ��K„ II _ ___ -__ —_ - _ _ - w 11/2 #B WOOD SCREWS 16 - - - - - -_ _ - — - .__. _ -- . - - - -_ _ ' 4 z - - - III IIIA III .-- Imo-JJ4 Jjl B'-o"c.H. — J� -- - PANEL LEGEND sT - � t�,z Ir$ � JI - (REFER TO TABLE 1609.1.4) ---- - — _ 7-1. PANEL slas - I Tj SII, - _ - "L 1 JII' __ _. 11 T Jp = II B I -- _- IIF ® ill — W Y REF. TYPE AND # OF SCREWS T T II IL IJI - I I = ---------- TP 0 WIDTH HEIGHT t �t #8 SCR ;t ---- I _: , II II IILIIJII _ _ I 'r�II - - - IL���I - - a-a' c.H. "A" VERTICAL- B HORIZONTAL- 12 3'-7"X 5'-4" l4 .- 1 - -__- II - "B^ 3-_3„X 6'_B,� t' t . -- _HEI _ _ __-__ - - ---- IL _ #B SCREWS ® 10 O.C. � I LuJ II �r =4=J VERTICAL- 10 HORIZONTAL - 4 `�1 r - -_ _. , __- - - #e SOREW6 a i6"O.C. 1 _— -- Z "C„ 3,_2, X 4,-1 .1 _. VERTICAL- 6 HORIZONTAL- 4 -�- - --- - #8 SCREWS a 18"O.C. - O VERTICAL- 6 HORIZONTAL- 6 V-7"X 4'-8" #8 SCREWS ® 16"O.C. W 8'-5"X 8'-6" , VERTICAL- 12 HORIZONTAL- 6 - L,L I #B SCREWS @ 16"O.C, 7-2"X 5'-4" "F" VERTICAL-8 HORIZONTAL- 10 Z � I #e SCREWS ® 12"O.C. 3'-9" X T-O" Z VERTICAL-10 HORIZONTAL-- fl #B SCREWS @ "I O.C. Q 3'-6" X 6'-9" VERTICAL- 10 HORIZONTAL- 6 S I i #8 SCREWS ® 16"O.C. L/ O" X 6'-B" �I VERTICAL- 10 HORIZONTAL- t0 #$SCREWS 0 16"O.C. " "K" V6R1. 6 . IiG��IZONTAL- 6 6'-1©" X 6',a' d 16 Yj w ;irc ,h 31 irk '¢"I}j' i � :rc�- , . , .- tl- F� � IST ELEVATION .�- #B3CREWS�56'Ib,C. ,P 0 01 VERTICAL 14 HORIZONTAL-5 e'-e' K 8 w "O #8 SCREWS � 16" O.C. i VERTICAL- 12 HORIZONTAL- 6 T-O"X B'-6" _ _ _ __ ___ O . - - - LIJ - - _ - _-_-- -- Q z — -44411 ♦ I I�nn-ri 4^ � D �= a II II II III ,F.. III4; p II 4t y ; B- H. o II II II - - L�JJJ ¢ .rir'ITr^'�' . ' , _- --'v T-T' T-1 I TT IIIIF i4 I I I I IFF pl L i-j I' I III I II I ,� T_ - III� If 1' 'u" VIII Ip I P II "II "�I^ III II i I IIII - - II � I1 ,'' III' II I II I I i I I II - Iy, I _ - I FILE'NAM I h.I...l J�l 1 �.JJJ I I I..I._IJ: I I LJ.J.Ju I _y _ 1.4.x. W d I t .k.J.J' I _ __- III L L,l I I L J ;L JII —_ H_rLEv_cuR - __ �+ IIIIIgINI 6-7-01 1/4"=7 'O" }ag WA�TERSfDE ELEVATION �� FAONT/ WATERSIDE ELEVATIONS PPANEL PLAN THESE ORAWINGS AS INSTRUMENTS OF SERVICE. DWG, NO ; ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AN WOR MODIFICATIONS SHALL SE ALLO b WRHOUT WAtrMN AUTHORIZATION BY THE ARCHRBT. ANY REPRODUCTION IN PART /� w OR WHOLE IS STRICTLY P OHIBTTEO Sy LAW. Ll ^ 4 a I i J w H � I - - _-- - J LEE Li Y co W Z RIGHT ELEVATION Q ' l . I, � I r 1 , 16 7 1 F Q i - -•t-tea '-'�,-: '-"" _ - - _ - - L- �-••---'— ��TTZZjj f< - I J-Lr -kyr -_ - 1__-:-".'- _•__`-^-_. - _ 1{I 1� __7= r _, rt.Srl rL'L[ rSJ1]1 `] LL, _ - r Lu IF r w u� N D . Me II fle: j H-E. .eV CUR LE1" LEVTt 4, 0312j +�oQ� SIDE ir Lj ELEVATIONS THeBE DRAWI q9 A61N9TRUMENTB pF SERVICE, D .N .: - AHE'THR`�901.1'glhroPORl OF THg Alpt MEM NO ItilEV1910NS�ErAvL'l1ANCiEe.K4`14 M0191 U%TIDNS BV @�nWO ITH7TD,WAMTHAPEFFID0l100+1i,+ONNUI'NAiP�TION - CRWMp�.E193YRiMYPROHErrM9YCAW. A. 4- 1 , rA LJ tT . ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF g'-O" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS 13 El SHALL BE PRECUT TO COVER GLAZED OPENINOp9 WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1606.1.4 ABO 1608.6.5 AND TABLE 1608.1.4) - - TABLE 1609. 1 .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS �a PANEL SPAN < 2'-0" < PANEL 4'-O" < PANEL PANEL FASTENER TYPE SPAN 5 4'-0" SPAN < e'-O" SPAN < 8'-0" -- - .- - - — - - - 2'-0,� __ - -_-- 16 12 9 11/2" ar6 WOOD SCREWS ---_ - . - 1 1� {{{ til j 1 1/2" #6 WOOD SCREWS 16 16 16 12 .1, !� � ',IIL,.1.y�. ;11 II{, � .�li II I I IL IL PANEL LEGEND - - - - - - - - (REFER TO TABLE 1609.1 .4) Y LL � PANEL SIZE _ TTL+ —_ — REF. TYPE AND ar OF SCREWS � r — } - _ 1 - WIDTH HEIGHT — - - I `' } 1 ar@ SCREWS Q 16'D.C. _ I ' 1 'VERTICAL- 8 HORIZONTAL- T2 3'-7"X 5'-4" �'ll.�l b I( li it - _ "aroSCREWS ® 12"O.C. ' "X 8'-8" __ - I ) . " - Z "B" VERTICAL- 10 HORIZONTAL-- 4 are SGR�ws is 1e" O.C. -- tf _ I'I - 'I I' _ - 11) • I"t /:,« I .,C" 3'-z" x 4'-,° - - I{- i—'i-it _- - Ir 11 _ _____— . , - - -- . K" IyM 111111 a ,�1 VERTICAL: 6 HORIZ©NTAL-4 II ui - ar6 SCREWS 0 16"O.C. I 1 II -- ILL JII --- — _ ILL77 — "D" VERTICAL- 6 HORIZONTAL- 6 3'-7"X 4'-8° Ig 1 B"O.C. --__ _—- — -•-. --_..- -. --- , "E, ar6$CREWS e'-5„X8,_6• _ .__ - _ .T.—___,; - VERTICAL- 12 HORIZONTAL- 6 . - - -*-- - �r6 SCREWS CH3 16”O.C• 7',2^X 6-4- "F" VERTICAL- 6 HORIZONTAL- 10 21 #86C. EWS Q 12"O.G. 3' 9" XTO" VERTICAL-1 O HORIZONTAL- 5 - M8 SCREWS ® 16"O.C. 3'-e" X 6'-9" L VERTICAL- 10 ,HORIZONTAL- 6 VERTIC,EWSQ16"O.C. I�IC'�I--aI�T` ELEVATION "j° - NTAL- 1 q 6'-1 O X 6'-8" ELEVATION are AL 10 HORIZC #4 C S {x716' O C. 6'•10' X 5'-0' k VENtu�74L.18 Mfi?RIZONTAIr 8 � I are$'CREWS T6'O.C. B' 8" X B',6" . . "P" VERTIOAL- 14 HORIZONTAL- B � - #8 SCREWS 0 1WO.C. "O" VERTICAL- 12 HORIZONTAL- 5 _ - �:� �,.,�-�-�-�--•-- — —'- --r- .__..-„'�- -._'`' '/' � _ {{LLL T'= D LU Uj Q _ 1 FILE HELEV_CUR i $10E V ELEVATLOt>`lu.< 1 "ti T -16�F F�AN�L'PLJiN. ' — - d � - - _ q)�i TTB}).iIQ,�IIM.�W'NIk7�MB1 'Qk�JMim� QF SCE. DV'IC1: NO.: � s0> v7sl 8PEO AMF^6WIFQhP1A1,l�OM.'} N9TL0N /� /� . . BY i'fH .. 'ANY IiOC1UC'SWN, -{M'�P.aklT yy . _"fes '. gRVJt10 B IpTLY ffETS bY' I' ` - KANT-SAG LSTI22 OR WALLSTUD (2) 2"X 12" RIDGE BEAM SIMPSON LSTA21 STRAP WITH IT 6) 1 Od X 1 1/2 FASTENER WALL STUD (STRAP REQUIRED FOR 16"JOIST DEPTH OR MEMBERS!WITH SLOPE OF 7/12 OR GREATER!). I 4A y ~� O BOTTOM PLATE I BAND JOIST ATTIC 1 SCREW THROUGH BRACE � AT EACH FLANGE N - INSULATE WALLS, TWO- MEMBER FLOOR SUPPORT BEAM ?; INCLUDING 0 75" X 33 MIL THOSE NEM TO 2"X 10"RATTIER (FLUSH) PILE CONNECTION OF WALL TO FLOOR FRAMING SIMPSON LSTA16 STRAP WITH z UNCONDITIONED (12) 10q FASTENER. OU SPACES. CONNECTION OF BAND JOIST TO SUPPORT O O CONNECTION OF RIGDE BEAM N D3 SIMPSON LTP45TRAP (12) fitlX11/2" z :; TO ROOF RAFTER CRAWLSPACE. A• 6 (EXAMPLE) CONNECTION OF WALL . D6 e TRUSS BRACING p, n ,y TO FLOOR FRAMING. A 6 (MTS12) .. X- BRACING r E MPLE U XA ( ) TRUSS/RAFTER - ISI TO TOP PLATE (EXAMPLE) ROOR 34 LOCATION OF WALL INSULATION D TRUSS SHEAT ( P ) TRUSS TOP PLAT TT TE.. 2°X6' (EXAMPLE) A. 6 ) STUD ` (3) 2"X 10" CONNECTION OF WINDOW - WALL STUDS WINDOW HEADER TO EXTERIOR WAL�. \.' HEADER SIMPSON LSTA16 STRAP WI H STUD TO STUD (t 2) 1 O FASTENER. +::�: (CS16) DOUBLE 10d NAILS OR TOP PLATE 16d SINKERS CS18,T0 BAND JOIST -i 3" O.C. VERTICAL 4" O C. HORIZONTAL j HEADER ANCHORAGE 2'x6" MEI-AL HURRICANE \\ JACK j (LSTAi6) I CONNECTOR STUDS WALL r_1 (S�TRPNWALLLL YF AT SHEATING -7 EACH CORNER) 2" X 6" BLOCKING CONNECTION OF WALL STUDS TO Q / I li CLIP ANGLE (BOTH SIDES OF CONNECTION OF TOPCONNECTION) MIN. LENGTH s JOIST (2) 2" X 4" TOP PLATE eD4 WINDOW HEADER A 6 PRE-ATTACHED WEB DEPTH MINUS 1/2"WALL PLATE TO ALL STUD. PHD6 w1T 1(EXAMPLE) 2) BOB 1/4 X 3 SILL PLATE O FASTENERS FOUNDATIONN (BP- 7" MIN ) ryMY� - - - - - -- - - - -- - - - - - - -- -- - - - SILL PLATE TO STUD TO SINGLE O L.L FOUNDATION BOTTOM PLATE O BAND JOIST (BP- T' MIN.) (RSP4) ! 2"X6" A L FLOOR FRAMING 3' V 2" X 10" RAFTER W7JACK SHEA8 SCREWS (4 PER LEGLu RAFTER BRACING MTS12 STRAP I ONNECTION OF WALL OF CLIP ANGLE) +Z(3) 2"X 1O" ZWITH (7) 10d X 1 t/2 FASTENER ! WINDOWI EATHING TO WINDOW HEADERTO STUD AND RAFTER. HEADER TWOMEMBERFLOORSUPPORT BEAM CONNECTION OF FLOOR FRAMING ONNECTION OF WALL PILE EATHING TO 2"X 6" SND$ I TO SUPPORT BEAM.vSIMPSON LTS12STRAP WITH (12) 1Gq'X 1 1/2"FASTENER METAL FASTENER S(CH'E'DULE Q9 JOIST TO HEADER JOIST INTO FLOOR JOIST?ND SUPPORT SEAM rs A:5 (EXAMPLE) A. 6 BIRDSMOUT A CUT Q8 II D2 CONNE TIQN OF WALL SFiFAIMFNG, CONNECTION OF.FLOOR FR�N1ING D F JOIST ONLY LOW EN O (EXAMPLE) A. 6 TO WINDOW H. . I I - (EXAMPLE) I (EXAMPLE) I _ - -- 3.5" MIN. EXTERIOR J 11 INTERIOR INTERIOR GRADE ( I C3RADE GRADE .I P P P W r� P Q V ! W -------------�rW FIELD APPLIED 2"X 6" TOP PLATE j : O_ W I O FLASHING =I TOP PLATE MONOLITHIC SLAB WITH yy W N INTEGRAL FOOTING W FLOOR JOIST W p 81, GROUND SUPPORT SLAB BASMENT OR CRAWL SPACE BASEMENT OR CRAWL SPACE FINISH GRADE SLOPE 1/2" _ BASEMENT OR CRAWL SPACE Z 18" MIN. WITH.MASONRY WALL' fu MIN PER FOOT, MIN. 6 FT. FROM WALL AND SPREAD FOOTING SPREAD FOOTING SPREAD AND SPREAD FOOT NG ALL AND z WITH FOUNDATION WALL ru BEARING DIRECTLY ON SOIL 6 MIL. J— - - - - - - - - - - - - - . . - - - ! - - -- ----- - - - - --- - - -- - - - - -. __. . . - - - -- - - - -- -- - -. .- - - - POLYETHYLENE FILM U. PRESSURE PRESERVATIVELY D ' TREATED 2" X 6" STUD WALL I FLASHING PER (7 � 9 0 m ' PRESSURE PRESERVATIVELY I N R703.8 SECT O 0 0 ' PLYWOOD � _ _ I IH ' TREATED P YWOO SLAB ON GROUND FOUNDATION FLOOR II PER SECTIONS R403.1 AND--R506 D I PRESSURE PRESERVATIVELY TREATED 2"X 6" BOTTOM PLATE ! SLOPE FINAL GRAD3E FOUNDATION TPERIMETER ," ' PER PER SECTION R403.3.2 - ;� w 0 0� 6„ 12" N of m ! MAX. - I N V71 PILE NO, PRESSURE PRESERVATIVELY - ,III RESS INSU/EN ROTECTION DETAILS CUR - - TREATED 2"X 8" FOOTING PLATE PER R403;3.1 7-06-02 I SCALE: 6" GRAVEL OR 12" i CRUSHED STONE BELOW FROST LINE MIN, VERTLL 1/4" 1 �0" 4 4" li INSU DWG NAME: C 8 CONSTRUCTION DETAILS I xn: :i N HORIZONTAL INSULATION ' ' /NOMINAL 4 SCF�EEN�D AND WASHED G' VEL s DWG. NO : OR CRUSHED ST NE, ! B A ! 9 PERMANENT WOOD FOUNATION DRAINED �� A. 5 i� R403,3.2 CRAWL SPACE SECTION INSULATION DETAIL � HOIRIZO,,NTAL INSULATION PLAN i r FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT STRAP CONNECTION REQUIREMENTS V1 PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND W BO 100 110 120 PRESCRIPTIVE DESIGN TABLE 3 3A ALTERNATIVE TO TABLE_ 3 3 (AMERICAN FOREST & PAPER ASSOCIATION) WALL-TO-FOUNDATION) u O PRESCRIPTIVE DESIGN TABLE 3.38 ALTERNATIVE TO TABLE 3.3 U L S U L S U L S U L S CONNECTION: NUMBER ROOF SPAN 7/2"ANCHOR BOLTS (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 T`I _ OF y� STORIES' REQUIRED CAPACITY OF CONNECTION (LBS)- FASTEST-MILEWINDSPEED FRAMING SPACING (•" ^ - ROOF SPAN NUMBER OF BD COMMON NAILS O "" 20 58 681 284 681 206 Bet 291 681 90 100 110 120 (IN.) (FT') END OF 1-1/4" X 20 'Z 24 89 325 260 358 GAGE STRAP" SILL PLATE TO __ _ _ _ FOUNDATION 2 28 119 386 RAFTER/ 314 426 CEILING JOIST WALL HEIGHT MAXIMUM ANCHOR BOLT 12 (CRAWL SPACE OR - - - SPACING (IN.) 2 3 3 3 a � (FT.) SPACING (IN.) i6 - - - 2� 3 O 1O z •N• - 3 4 q BASEMENT) 32 149 •A. 447 I, .A• 368 � .A•I 483 - - - � - 36- - 179 509 422 561 20 3 4 3 q H N 24 58 43 421 128 76 421 206 13 421 281 254 421 16 - 24 -_ - 3 4 4 5 p"'1, zH b WALL BOTTOM - - - - 16 a _ ` x-1 3 3 3 3 28 3 4 q 5 V 3 3 4 32 4 5 5 6 PLATE TO 28 89 770 280 358 t0 _ o FOUNDATION 2 32 119 2t1 314 1 426 36 4 4 5 7 W MN 36 149 263 368 qg3 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS. U4 - CONNECTOR UPLIFT LOAD 294-- N • ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL SLAB-ON-GRADE) N . .i, N. 179 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. L4 CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) U N ' TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) U = CONNECTOR UPLIFT LOAD. TO A 2 I B TOP PLATE L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) ` TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEIUNG ASSEMBLY IS NOT = CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHAI L BE ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1 1.4. ICREASED BY 1 NAIL AT EACH END. TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEIUNG DEAD LOAD OF 10 PSF(2/3 X 15 PSF). FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY O 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH LOCATED WITHIN 8 FEET OF BUILDING CORNERS. FULL WALL ABOVE 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/1 S" STRUCTURAL SHEATHING ATTACHED WITH aD NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS) FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED WALL WALL 2„ FASTEST MILE WINDSPEED (MPH) 1s" WALL 4„ PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST& PAPER ASSOCIATION WALL WALL 90 100 110 120 r 1 ' \/ RAFTER/TRUSS ROOF ;PAN O L' S U' L' S U' L' S U' L' S 30' Z,J 'I of SPACING (IN.) (Fr,) W REQUIRED CAPACITY OF CONNECTION (LBS) "' Q 12 193 191 280 264 235 280 341 284 280 427 339 280 �/�� - - - is z - -a25 421 526 3,_ 24" CLEARANCE 21" 01 W IN FRONT OF OPNG. CLEARANCE W i Z -20 - _ 282 - 4847 - 500 - szs _� TOILET, BATH AND � I 1fi 24 327 447 L740 726 -28 - 3�; - 509 'i826 SHOWER SP ACED11 z 632 32 416 570 927461 1027 - U' = CONNECTOR UPLIFT LOAD. r.�rvr L' - CONNECTOR LATERAL LOAD. ' VE"'r_ S ,(PERPENDICULAR TO THE WALL) rENr�} yy99 LG CQNNE CA Til-„ RALLEL TO THE LI-13 S OTOR SHEAR LOAD (PE -` P OP UI ASSUM A RG�U1P1�?{EO BFIA OA ;PERMITTB TO BE'MULTIPUEQ BV 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT I 1 ) - i! IV l= e ABULA TEd (,!PUFF LOPiDS AR NU1PwC TABULAr 'uPLIp'C R drnIR MERIT' ABLfLAT'EIJU LIFT 'UA L,bCATSD VJI.THIM SFp (, " r 1�OcaFr7sa.- - UFvRp], WHEN LC{J(�/M GING LPLIFT LOA DS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTfOWS, TAQWLP.TE4 UPL1IcT WAI,i(1E �SHAI,L BE PEF� b,` �: gY [ Pi xx 100 PLF) FOR EACH FULL WALL ABOVE. TABUTATED'LENGTH RSLTUIREMLNTS'AS9UME:4MERN FI0,2� fq, l@MM'�CFi') '�s( 'f,'1�`�R' EAN p(OOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SMALL BEx'- O i ,. .' I• T PERMITTED TO BE MULTIRLIED SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS �' o RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3 2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) T:” fr.,. _Z 1/2" ANCHOR BOLTS 5/8"ANCHOR BOLTS " ery N....... 4. N ."NI 0 FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED ! c ! d (MPH) (MPH) c eo 00T,10 120 90 100 110 120 MI M s D � � 0 � , ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING IN.) SPACING (IN ) C O �' - / - C.O. -n .4� i - d , _ SECOND FLOOR o < SILL PLATE TO FOUNDATION^ (CRAWL,SPACE OR BASEMENT) 2 STORIES ALL 23 36 ! 9' 19 26 WALL PLATE TO FOUNDATION' 1-3 STORIES - - - '+ - -' - -' - - - " - - - - - ----- - -- -- - - - ! (SLAB-ON-GRADE) 6' 36 57 ! R R U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) I- 5 = CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL) _ - _ - ! ! a: W ' ANCHORAGE REQUIRER TO RESIST LATERA(. LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4 —1 5" - WALL _ __ - _ 2 D ' ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 RUE). 0 d ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF W O.C. (731 PILE) BUILT LL a.ewN L.ANN 0 D IN ACCORDANCE WITH SECTION 3.4,4. o. Nx Z m ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6"O.C. (421 PLF) BUILT W W IN ACCORDANCE WITH SECTION 3.4.4. 7 we ! U r SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS w DD D D RESISTING UPLIFT FIRST FLOOR PRESCRIPTIVE DESIGN TABLE 3.28 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 21" N CLEARANCE 711n'etlatltlWtl' N v m 1/2" ANCHOR BOLTS 5/8"ANCHOR BOLTS BASEMENT �d$�`'>,y FILE NO , FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED d 'Ly H NAIL CUR (MPH) (MPH) Y — — 90 100 110 120 90 100 110 120 7-08-02 CDQ� 5 SUALE � - 1/4N=1 ,o„ ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM AN?pN,) BOLT MAXI((��11UM G (IN.) BOLT Q�Q`�i ,�Ll CONNECTION SPACING (IN,) gPACINt3 (IN.) DWG. NAME`.- SILL MSILL PLATE TO FOUNDATION' n' NAILING (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 WALL C.O. SCHEDULE & PLUMBING WALL PLATE TO FOUNDATION 1-3 STORIES RISER (SLAB-ON-GRADE) 40 33 28 25 51 4238 32 SLOPE PER, DIAGRAM ILET, BATH AND SOHOWER SPACED PLUMBING RISER DIAGRAM TOAPPRYS 9AWTARY SY9TEM 1 '= 1 2 ' A . 6 I N .T.S. I PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS GENERAL NOTES: OVER OUTSIDE AIR. FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA W 'I 1 FAMILY DETACHED DWELLING INSULLATION - 1�1 718 MAXIMUM MAXIMUM DESCRIPTION R-VALUE U - FACTOR X AREA UA DESCRIPTION / ZONE - HEATING z / HEATING DAYS = 5750 GLAZING CEILING EXTERIOR WALL FLOOR BA WALL SLAB PERIMETER CRAWL SPACE CEILING R-38 0.37 3,800 SOFT. 1,116 �� z COINCIDENT WET-BULB TEMP = 73 DEGREEE DAYS U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE BASEMENT WALL B' R= 70 0.58 797 LIN FT. 110 SUMMER DESIGN DRY- BULB TEMP - 63 INTERIOR FLOOR R-21 031 3,300 SOFT. 1,023 BASEMENT WALL 4' R= 19 N/A N/A N/A WINTER DESIGN DRY-BULB TEMP = 6 ZONE 11B 5760 0.45 R-38 R-21 R-21 R-10 R-9,2 FT R-19 EXTERIOR WALLS R-21 0 31 3,300 SQ.FT. 1 A23 G BASEMENT WALL 1'8" R= 4.5 N/A N/A N/A O F4 rn GLAZING U FACTOR = 0.45 TOTAL AREA 10,200 SO.Ff, UNHEATED SLAB 4" R= 4.5 N/A 2,300 SQ FT. N/A CEILING R VALUE m R-38 EXTERIOR WALL R VALUE = R-13 TOTAL PROPOSED UA t 10 FLOOR RVALUE = R-19 WALLS, WINDOWS, AND DOORS � _ CLIMATE-SPECIFIC REQUIRED & PROPOSED O " it TOTAL EXTERIOR WALL SOFT. - 3.300 SQ.FT. INSULLATION TOTAL WINDOW SOFT. = 455 SOFT. PROPOSED MINIMUM NOTES DESCRIPTION R-VALUE U - FACTOR X AREA = UA TOTAL DOOR GLASS AREA = 150 SO FT. DESCRIPTION INTERIOR ENVIRONMENT r�-I FENESTRATION AREA - 605 /3,300 X 100 = 18WWR R-VALUE R-VALUE WALL R-21 UO-0.14 6,700 SO.FT. 938 TOTAL SO.FT AREA = 5,300 SO FT WALL TYPE 1 W P.CONC, 9' H. R - 10 R- 10 8" P,CONCI FNDN. WALL ON TOP OF A CONT FOOTING SECTION 1202.4. 1 & 1204. 1 WINDOW R= .3/SQ.FT. 0.35 455 SOFT 159 T WALL TYPE 2 8" P.CONC. 4' H. R - 19 R- 19 &' P.CONC. FNDN. WALL ON TOP OF A CONT FOOTING NET GLAZED AREA MINIMUM EQUIPMENT PERFORMANCE DOOR N/A 0.35 150 SO.FT. 63 USE SO.FT.OFARFA UTE/SQ.FT. AREA % VENT/SQ.FT AREA % x WALL TYPE 3 2"X6"W.D STUD R - 21 R- 21 2" X e"WOOD STUD WALL WITH COX PLY WD SLIDING GLASS DOOR R= 3/SO.FT. 0.45 N/R O FOYER 143 SQ.FT 60 42 % 30 SO.FT 21 % W N MINIMUM WALL TYPE 4 2"X4' W.D.STUD R - 13 R - 13 2" X 4"WOOD STUD WALL WITH 1/2" GYP. SD. TOTAL AREA 7,305 SOFT. GREAT RM. 408 SOFT. 148 30 % 74 SO.FT. 15% EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFORMANCE ASPHALT ROOF TYPE SHINGLE R -38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE DINING RM. 288 SQ.FT. 66 22 % 33 SOFT. 11 % SUN-ROOM 328 SQ.FT. ISO 54 % 90 SQ FT 27 % ~i OIL-FIRED STEAM AND DOE 1 O CFR PART 430 t.e HOT WATER BOILERS SUBPART R APPENDIX N AFUE 0096 FLOQR TYPE 1 3/4" X 11 7/e" R - 21 R - 21 t 3/4"X 11 7/8"TGI PRO. 350 F.J. @ 16" < 300,000 BTU/H. CEILING TYPE 2" X 7O" C J N/R N/R 2" X 10"CEILING JOIST @ te" O.0 KITCHEN 192 SOFT. 20 10 % 1O SQ.FT 5 % BEDROOM #1 210 SOFT. 58.6 28 % 29.5 SO.FT. 24 % SLAB 4" P.CONC R -9,2 R - 9,2 4" P.CONC', SLAB ON COMP FILL W/W W.M. 6 X 6 REINF. BEDROOM #21 276 SQ FT. 39 14% 19.5 SOFT. 7 BATH #1 82 SQ.FT 16 20% 8 SO.FT. 10% HEATING & COOLING BATH e0so.FT N/A N/A N/A N/A N CRITERIA ZONE 11 B BEDROOM #3 262 SQ.FT. 34 13 % 17 SOFT. 6% DETACHED ONE FAMILY WALLS. BEDROOM #4 174 SQ.FT. 30 17 % 15 SQ.FT 9% MODE : HEATING OR COOLING 0.14 BATH #3 108 9Q FT. 17 15 % 8.5 7% ROOF CEILING 0 031 M.BEDROOM 280 SQ.FT. - 100 35% 50 SQ.FT. 17% UNHEATED SLAB ON GRADE 4,5 M,BATHROOMI 178 SO.FT. 17 9 % 8.5 SQ.FT. 5 % W BASEMENT WALL a,b, 0.1 STUDY 126 SOFT. 26 20% 12.5 SO FT 9% CRAWL SPACE WALL 008 LAVATORY 40 SOFT. 8.5 22 % 4.26 SOFT 10% TOTAL 3,400 SQ.FT. 820 .352% 410 SO.FT 176 % W OO I � J GENERAL FLOOR PLAN NOTES NAILING SCHEDULE CLIMATE AND GEORGRAPHIC DESIGN CRITERIA W Z & PAPER ASSOCIATION TABLE 307..2 (RESIDENTIAL CODE OF NEW YORK) 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS) PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST CONNECTIONgrD. j ENING SPACING 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING NO MON GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD TAPE, FLOAT, AND SAND (3 COSTS). SNOW DESIGN DESIGN UNDERLAYMENT FLOOD Z 3. WAILS COMMON TO GARAGE AND HOUSE TO HAVE A LAVER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE d PER RAFTER LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP. REQUIRED HAZARD AT GARAGE SIDE WITH 5'-O" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER p CEILING JOIST TO TOPOE-Nd PER JOIST DEPTH i( REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD LOAD BEARING `� 4. ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARFTER BLE 3.7) EACH LAP VALUE OF MAP # 36103C7 B6 G ARD OF WALL TILE SET ON WONDERBOARD OR EQUAL. R7©NEXPOSURE CATEGORY B SOIL,3,000 PSF MODERATE TO SLIGHTLY TO RESISTANT GYPSUM BO CEILING JOIST LAPSO Mpy.I g "SEVERE" t 2" FOOTINGS ZONE 11 B = 1 t YES EFFECTIVE DATE 4 ASI.E 3.77_ EACH LAP 45 PSF 120 HEAVY MODERATEFACE-NAII.,t0) ` MAY 4TH 1998 (NC'"p A I.�FRAMING NOTES 5 COLV+RTIE TO RAFTER (FACE-NAILLE ( ABLE 3.4) PER'LIE II USE-18" T ,^ 8 BLOCKING TO RAFTER TOE-NAILEm) 2-BD EACH END I f + (`jlb 7pi3O/G AkL 0TH,ER FRAMING'NMTI?RIAL 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END O I y aLLWrayus Qom` + ?�I�csTJp-�fu+uafi' €� TO BE #'2L(7OUGLAL!};} IR,fk( "' a 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-i8D I PER FOOT 2 ALL WOOD FRAMING INOciNrr�k�rgk�l+t �sf�lrc� �9� TRIC( W* F �s.�1�T9��Eo. � DESIGN CRITERIA 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL'V'A 1IR �' ,; 7 , R11 �Ija71t I+S .�OT•ION LLNLE6S B TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE OTHERWISE SPECIFIED. „ - /0 STUD TO STUD (FACE-NAILED) 2-18D za" o.c REF. TABLE 16.09.6.2.1 (l ;) 0i1 4, PROVIDE X-BRACING OR SOLID BLOCKINQ AT A MAXIMUM OF 8'-O" OIC FOR ALL DIMiiNSIONAL 11 HEADER TO HEADER (FACE-NAILEC)) 16D 18" O.C, ALONG EDGES II �- MAIN WINOFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH LUMBER FLOOR JOISTS. ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B0 5. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR FINISHED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD ((END-NAILED) 2-18D PER 2 X 4 STUD APPLIED OVER SUBFLOOR GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. WIND LOAD ROOF , HORIZONTAL LOADS VERTICAL LOADS z 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST VELOCITY DIRECTION ANGLE WINDWARD 6. ALL.WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED. PER FOOT END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE OVERHANG O Z ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-16D _ 7 PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS 14 JOIST TO SILL, TOP PLATE OR GIRWER (TOE-NAILED) 4.18D PER JOIST WALL ROOF WALL ROOF WINDWAR LEEWARD WINDWAR LEEWARD END INTERIOR O EACH END OR AS SPECIFIED. ROOF ROOF ROOF ROOF ZONE ONE T EACH END d 8, ALL BEAMS TO HAVE ADEQUATE BEARING A EA 16 BRIDGING TO JOIST (TOE-NAILED) 2 8D 9 ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. TRANSVERSE 30'<ANGLE < 45' 25.7 176 20.4 14.0 j 9.8 1 -95.6 1 8.6 1 -13.4 -11.6 -13.0 10, TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH i/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING TO JOIST (TOE-NAILED) 2-BD EACH END 120 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS, 17 BLOCKING TO SILL OR TOP PLATE )(TOE-NAILED) 3-18D EACH BLOCK 23.7 ALL ANGLES 22.8 -71.9 15.1 -7.0 -27.4 -15.6 -79.7 -t 2.1 -47.7 -32.7 rte) 11 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER, Z W `vl 18 LEDGER STRIP TO BEAM (FACE-NALILED) 3-78D EACH JOIST E �II 19 JOIST ON LEDGER TO BEAM (TOE-(NAILED) 3-BD PER JOIST ...I Q GENERAL ELEVATION NOTES 3.160 PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) DESIGN CRITERIA NOTE am N Q 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT I REF, TABU 8301 .2(2) PROV. 2'VENTILATION OPENINGS D 1. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, =50 (SEE TABLE 3.8) COVERED WITH A CORROISON @ CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS AMERICAN FOREST AND PAPER ASSOCIATION j AF&PA) RESISTANT WIRE MESH, WITH GJ PRACTICES 23 DIAGONAL BOARD SHEATHINGWOOD FRAME CONSTRUCTION THE LEAST DIMENSION NOT lu 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS ZONE ROOF a 30" - 40" X 1.53 ROOF > 30-- 40` X 1.53 WIND SPEED EXCEEDING 1/8". 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. 1"X B" OR 1"X 8" PER SUPPORT ?j uw1 PER SUPPORT 3 237 36.3 -30.3 -46.4 120 M/HR > ¢0 1"X 10" OR WIDER 111 GENERAL PLUMBING NOTES 24 GYPSUM WALLBOARD7" EDGE/ 10" FIELD 025 STRUCTURALPANELS (SEE TABLE 3.B) D 0 LL 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 26 FIBERBOARD PANELS _ _ _ �j I� ,{ /-.C SAFETY REQUIREMENTS. - 60 3" EDGE/6" FIELD R_3 SIL` 43LE FAMILY RESIDENCE W D 2 IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16 - OCCUPANCY & HT. CLASSIFICATIONS 8D 3" EDGE)8" FIELD EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER 25/32" U m -- - - - - - MIN, REQUIRED PROPOSED 0' 0 USE MIN. REQUIRED PROPOSED SLOPE HT./FURED HT. SLOPE HT./FUREO HT. W W 5D COOLERS 7" EDGE/10" FIELD GENERAL HVAC SYSTEM NOTES 27 GYPSUM WALLBOARD KITCHEN 50 SQ.FT. 240 SQ,FT N/R 7'6" N/R 9'0"' N_ N 28 HARDBOARD BD (SEE TABLE 3.9) GREAT ROOM 70 SO FT. 462 SQ.FT. N/R T8" N/R 9'0 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS BD (SEE TABLE 3.9) M. BEDROOM 70 SOFT. 360 SOFT. N/R 7W N/R 8'0"' 0 01 SAFETY REQUIREMENTS. In v of 30 DIAGONAL BOARD SHEATHING BEDROOM 1 70 SOFT 21 O SQ.FT. N/R T6" N/R 9'0w' 0) - 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 2-8D PER SUPPORT N 1"X 6" OR 1"X 8" BEDROOM 2 70 SOFT 132 eQ.FT. N/R T6" N/R 9'0'" FILE NER EQUIPMENT SUPPLIER. 3 HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL 1" X 1 D" OR WIDER 3-BD PER SUPPORT BEDROOM 3 70 SO FT 285 SQ:FT N/R T6" N/R 8'0'" - - CONTRACTOR. OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL H ENERGY C 31 STRUCTURAL PANELS BEDROOM 4 70 SO.FT, 158 SQ,FT. N/R T8" N/R 8'0'" 70802 t" OR LESS BD 6" EDGE/ 72" FIELD FOYER N/R 150 SQ.FT. N/R 7'6" 12/12 17'110" EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 10D 6" EDGE/6"FIELD 1/4"= 1 '0" GREATER THAN 1" BATHROOM 1 N/R 60 SO.FT. N/R 7'6" N/R 9'0"' 32 DIAGONAL BOARD SHEATHING BATHROOM 2 N/R 80 9Q.FT. N/R 7'6" N/R B'0" DWG. NAME- 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. y"X 6" OR 1"X B" 2-BD PER SUPPORT BATHROOM 3 WR 130 SO.FT. N/R 7'6" N/R e'o" 2, OPENING SILL HEIGHT TO BEA MNIMUM OF 44 INCHES ABOVE FLOOR. 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. 1" X 10" OR WIDER 3-BD PER SUPPORT SUNROOM N/R 264 SQ,FT. NIR 7'6" N/R B'O" ENERGY 4 MINIMUM OF 6 O SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS. )III,) CALCULATIONS NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 8"ON-CENTER AT THE PANELEDGE.I DINING RM. 70 SOFT 347 SOFT N/R 7'6" N/R 9'0" , 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE'� LAUNDRY RM. 50 SO.FT. 50 SQ.FT. N/R T6" N/R BY. 0J� ' S. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, S ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, LAVATORY N/R 25 9O.FT. N/R TB^ NIR e'O" �y�yTT (ENCROACHMENT OF 8 INCHES PERMITTED FOR LADDER OR STEPS) SHALL BE USED TO MAINTAIN THE LOAD PATH. +•'b ®� DWG NO.: '1 °WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF STUDY 70 SOFT. 730 SOFT. N/R J'6" N/R 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOTA • " S. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM ` NET CLEAR OPENING REQUIREMENTS 9r ^49313 �� Fir•ar�'rI� I 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE.