The URL can be used to link to this page

Home My WebLink About30044-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31003 Date: 06/22/05 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 135 ROCKCOVE CT GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 3 Lot 19.12 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 27, 2004 pursuant to which Building Permit No. 30044-Z dated JANUARY 28, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERE FRONT PORCH & REAR DECK AS APPLIED FOR. The certificate is issued to BETTER LIVING HOMES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0090 04/08/05 ELECTRICAL CERTIFICATE NO. 2022156 04/25/05 PLUMBERS CERTIFICATION DATED 06/20/05 BURTS RELIABLE, INC. "-�" c /uAori ed Si nature Rev. 1/81 516, -7-69'- `T�C)r Form No.6 TOWN OF SOUTHOLD L_'Um 0BUILDING DEPARTMENT - .� TORN HALL 765-1802 H: fi Cir• APPLICATION FOR CERTIFICATE OF OCCUPANCY This application trust be tilled 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 210 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: L Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool 525.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. to C(( o 5 New Construction: Old or Pre-existing Building: (check one) Location of Property: [35 RoeGoVF— House No. Street Hamlet Owner or Owners of Property: vjo�CN_, 4_\'4 oz\r \�,o o-,E�6S <, Suffolk County Tax Map No 1000, Section Block b3 Lot k a(. t 2 Subdivision r_—STKT1F_S Filed Map. Lot: Permit No. '3 cx:�) G`q Date of Permit. Applicant: Health Dept. Approval: R1 Ot7 3ooQ'G Underwriters Approval: ©Z21 fo Planning Board Approval: Request for: Temporary Certificate_ Final Certificate: (check one) Fee Submitted: $ w Applicant Signature ociz 3M3 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. 30044 Z Date JANUARY 28, 2004 Permission is hereby granted to : JOHN L MORRISEY 2041 ROLLING GREEN ROAD NORTH PALM BEACH, FL 33408 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT PORCH AND REAR DECK at premises located at 135 ROCKCOVE CT GREENPORT County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019 . 012 pursuant to application dated JANUARY 27, 2004 and approved by the Building Inspector to expire on JULY 28 , 2 Fee $ 1, 211 . 70 uth ed Signature ORIGINAL Rev. 5/8/02 �O�QSUFFO(K�oG � o Town Hall, 53055 Main :I Dad h x Fax (516. 765 1E?-, P 0. Box 1179 Telephone (E 16) 7,;E 13',i Southold, New 'fcrk 119'1 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E 11 T I F I C A T I 0 N DATE : (0"dJ-0) Building Permit No . owner : ( please print Plumber : 80r�S ( please print I certify that the solder used in the water supply syscerr contains iess than 2; 10 of 1% lead. l- *(. lumbers Signature ) Sworn to before me this 0't day of in '. �i�7}— v�k1,J 1? bl r tr 14f4L"`�i' Notary Public , County ARA i�L T Stale of New Yak Residing in SOO County Commission Exv 2 s' O t ncnrJ��PrJr�iJ�rJ��nt rJcn enc afflrJ'iJ'arJiffrJ:1rJ: 1:: l J: 1111:n: 1': Jr��n c.l�r.PPLPL1lV[ rJ�r�rJcncPrJ�rJ�rJrJ1PLrJt o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CC5 CERTIFIES THAT 5 Upon the application of upon premises owned by rrr5 S.C.S. ASSOCIATES,INC. BETER LIVING HOMESP. 0. BOX 503 135 ROCK COVE 5 C� L NE ST. JAMES, NY 11780, GR ENPORT,, NY 11944 Located at 135 ROCK COVE LANE GREENPORT, NY 11944 S SApplication Number: 2022156 Certificate Number: 2022156 5 5 55 5 Section: Block: Lot: Building Permit: BDC: NS377c 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 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 5 5 promulgated by the State of New York, Demhtment of StateA�odeO��forcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance ther 'i on the Day of 5 5 Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 SSensor 8 0 Smoke 5 Appliances and Accessories 5 5 Future Appliance Feeder 1 0 20 Amps 5 5 Future Appliance Feeder 1 0 40 Amps 5 5 Exhaust Fan I 0 F.H.P. 5 5 Furnace 1 0 Gas 5 Hydro Massage Tub(Therapeutic I 0 5 5 Wiring and Devices Outlet 66 0 Fixture C5 5 Fixture 66 0 Incandescent 5 5 5 Outlet 95 0 General Purpose 5 Receptacle 56 0 General Purpose 5 5 Switch 46 0 General Purpose 5 5 Receptacle 2 0 20 amp Laundry �5+ Disconnect 2 0 60 amp Air Conditioner seal r5+ Receptacle 7 0 GFCI 5 Continued on Next Page 1 of 2 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 : 34- 5 o ��lian��1�� O rJ�rJ��rcncn�n�ncPu�rJ�rJ�rJ�rJ�cP�ncPcPrJ�rJrJ�rJ@nc rcnr�r�r�rJ�cPrJ�r>�rlurJ�rJ�r�rJr ncnrJ�rJ�rJ�rJc rr rrJrJrlr� cPrJr�lr� �n�rr�nrJ�rJr3 1E-1 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 5 5 S.C.S. ASSOCIATES,INC. BETER LIVING HOMES 5 �j P. O. BOX 503 135 ROCK COVE LANE 5 5 ST. JAMES, NY 11780, GREENPORT, NY 11944 c5 5 Located at 135 ROCK COVE LANE GREENPORT. NY 11944 c5 5 Application Number: 20221565 Certificate Number: 2022156 5 Section: Block: Lot: Building Permit: BDC: NS37 r5 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 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 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 25tlDay of April, 20055 5 Name QTY Race Raring Circuit Tt pe 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 Sensor S 0 Smoke e� 5 appliances and?Accessories 5 L5J Future Appliance Feeder 1 0 20 Amps 5 5 Fature Appliance Feeder ] C a0 Au, 55 5 Exhaust Fan l 0 F.H.P. 5 5 Furnace l u Gas 5 Hydro Massage Tub(Therapeutic 1 0 5 5 Wiring and Devices 5 5 Outlet 66 0 Fixture 5 5 Fixture 66 0 Incandescent 5 5 Outlet 95 0 General Purpose 5 5 Receptacle 56 0 General Propose 5 5 Switch 46 0 General Purpose 5 5 Receptacle 2 0 20 amp Laundry 5 5 Discorutect 2 0 60 amp Air Conditioner seal 5 Receptacle 7 0 GFCI Continued on Nect Page 1 of , 55 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 5 o �L�ss��d�@0E0M0MsM�� N 0 O rJ�rJ�rJ�rJrJ�t?J�rJ�rJ�rJ�cPcPrJ�rlrJcPrPrJ�rlrPr PrJ@Pr fr�cPrJ��ft�rlrJrJrJ�cPrJ�cPrJ�rlrJ�rJ�t�rJ�rJ�r�r�rJ�rJ�cPr�cPrJ�rJ�cP rrJ�J�rJ�rJ�cPr ftJ�rJ� 1cl BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU OF ELECTRICITY c5 40 FULTON STREET — NEW YORK, NY 10038 c5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 �5 S.C.S. ASSOCIATES,INC. BETER LIVING HOMES C5 P. 0. BOX 503 135 ROCK COVE NE SST. JAMES, NY 11780, GR ENNPORT,, NY 11944 5 5 5 Located at 135 ROCK COVE LANE GREENPORT, NY 11944 5 5 Application Number: 2022156 Certificate Number: 2022156 5 5 Section: Block: Lot: Building Permit: BDC: NS37 5 5 5 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: 5 Basement, First Floor. Second Floor, Attached Garage,Outside, Attic, �+ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 C� herein. was conducted in accordance with the requirements of the applicable code andlor standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 2;ttpav of April. 200 5 5 Name QTY Rate Rating Circuit Type 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 Sen ice Disconnect: 1 200 cb Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 sea, 5 5 5 2 of 2 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 5 o ��i��LPLPLpd�c�LPLP�c��s �L�LPcn�s��LPLPL� M 1 yi lJ New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631) 444-0360 - Website:www.dec.state.ny.us Erin M.Crotty Commissioner �. 03 ; NOTICE OF INCOMPLETE APPLICATION D April 27, 2004 APR 2 $ 2004 D Charles R. Cuddy Southold Town PO BOX 1547 planning Boar" Riverhead, New York 11901 Re: Application # 1-4738-03262/00001 East of Eden Property, 1380 Sound Drive, SCTM # 1000-33-3-19 AM 2 8 2V . Dear Mr. Cuddy: The Department of Environmental Conservation has preliminarily reviewed the above application for a Tidal Wetlands permit to subdivide a parcel and construct stairways for beach access and we find the application deficient for the following information. 1 . Pursuant to the State Environmental Quality Review Act (SEQRA) a designation of lead , agency and a determination of significance are necessary before your application can be considered complete. You must provide a copy of the negative declaration if this has already been issued otherwise this Department will initiate a coordinated review with all involved agencies. 2. The State Historic preservation Act (SHPA) requires that State agencies, as part of their permit application review for"major"projects: (a) determine the nature and extent of archeological resources in a project area, and (b) protect and preserve significant archeological resources if discovered, to allow research and investigation. Our preliminary review of your application indicates that there is a significant possibility that cultural resources (prehistoric or historic archeological artifacts) exist at the project site. This assessment is based on the following: — The site is within a stipulated area on the New York State Historic Preservation maps and files record archeological remains in the project vicinity. This indicates a high potential for locating additional archeological sites within the proposed project area. The proposed project area has environmental characteristics similar to recorded prehistoric sites. The soil is well drained and the terrain is fairly level. r The terrain of the area suggests erosion is moderate. Ground disturbance from recent or historic activities appears limited. The relative stability of the soil strata favors preservation of archeological remains. We therefore require a Stage 1 Archeological Survey to be conducted by a qualified archeologist. This is a two step process consisting of a Sensitivity Study (Stage 1A) and a Field Investigation (Stage 1 B). I have enclosed some guidance information to assist you with these requirements. Your archeologist should prepare a report using the enclosed Report Format For Cultural resource Investigations. Please submit two copies of the completed report with original documentation to the undersigned Environmental Analyst. In the event that cultural resources are located on your site; you will be advised on commencing a Stage 2 Survey. Your client must provide a copy of the Coastal Erosion Hazard Act permit or non- jurisdiction determination for the project. The above application will remain incomplete until the above items are adequately addressed and o The Department strongly advises your client to refrain from any further ground disturbance at the site until the Stage 1 Archeological Survey is completed. Any further ground disturbance could'destroy valuable cultural resources. Please do not hesitate to call me at (631) 444-0351 if you have any questions or wish to discuss this matter further. JSJincerely, / Naomi Brown Environmental Analyst Enclosure cc: East of Eden MHP Joshua Horton, Town Supervisor Valerie Scopaz, Town Planner Mark Terry, Senior Environmental Planner Albert J. Krupski, Jr., Town Trustees, President Lauren Standish file 3oo�cc,,-2� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ON [ ] FRAMING [ INAL - FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS:- OL c DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J .f..t _ /.✓ 7 DATE 3 INSPECTOR 3 , 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` 8ln Joe Z ,. z DATE S d� INSPECTOR AL� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE $ CHIMNEY [ ) FIRE SAFETY INSPECTION c ARKS: r/ C 3 rC�� /cc.NSPECTOR i 765-1802 BUILDING DEPT. INSPECTION [ ];:UNDATION U ATION 1 ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP CE A C IMNEY [ ] FIRE SAFETY INSPECTION RE RKS: DATE INSPECT 765-1802 BUILDING DEPT. NSPECTION [ ] FOUNDATION 1ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6G ©kz i A, d DATE CNP INSPEC Eagle Design Associates 924 NEWBRIDGE ROAD NORTH BELLMORE NEW YORK 11710 Phone 516-731-5506 Fax 516-826-6368 June 6,2005 Building Department Town of Southold 53095 Main Rd Box 1179 Southold, N Y 11791 Re: Rock Cove, Greenport -* �SoOAA To whom it may concern, Be advised that an inspection carried out by the plumber and building inspector at the above address has shown that the plumbing fixtures in question comply with the requirements of the New York State Building Code based on the information provided to me by the plumber. The plumbers certification is attached so the town can have it in its files. This certification is based on the information provided to me by the plumber and the Town. Based on this certification from the plumber I here by certify to the Town for Southold that the plumbing is in compliance with all State and local building codes. SI ,Y-?• yoP Dennis I.A. BURT' S PH: 631.765.3767 : 631 .75.1744 RELIABLECFX www.Burt.com t 5-18-05 Heating B Fuel Oil Mr. Michael Matheson C\O Better Living Homes 140 Oakland Ave Deer park,NY 11129 Ref: Rock Cove Greenport Dear Mike, Air Conditioning This letter is to confirm that the domestic plumbing and drainage work performed at the new house constructed at Rock Cove Greenport is installed in accordance with New York State Uniform Building Code. ® All domestic copper lines have been pressure tested to 60 PSI and the drainage piping and vent piping have been filled with water and checked Plumbing for leaks. The pressure test and leak test was witnessed by a Southold Town Building Inspector and approved. If I could be of further assistance do not hesitate to call, and thank you for your business. Tnh l Bathroom Renovation omanelli President lam Suffolk County Master Plumber License# 3819-MP Home Security Water Purification 1515 YOUNGS AVENUE • P.O. BOX 696 SOUTHOLD NY 11971 Eagle Design Associates 924 NEWBRIDGE ROAD NORTH BELLMORE NEW YORK 11710 Phone 516-731-5506 Fax 516-826-6368 June 6,2005 Building Department Town of Southold 53095 Main Rd Box 1179 Southold, N Y 11791 Re: Rock Cove, Greenport To whom it may concern, Be advised that the stairs up to the third floor attic storage are at the above address are currently 32" wide at the narrowest part. These stairs will be used to access the attic storage only and not used for every day traffic. As such these stairs are of a sufficient width to accommodate the occasional traffic that will result for someone going up to the attic storage. I hereby certify to the town of Southold that the stairs are in compliance with the State and local building codes and are structurally sound. A.I.A. 7644• OF NE�y r Eagle Design Associates 924 Newbridge Road North Bellmore, NY 11710 Phone 516-731-5506 Fax 516-826-6368 March 4, 2005 Town of Southold Building Department 53095 Main Road Box 1179 Southold, NY 11971 RE: 135 Rock Cove Lane Greenport, NY 11944 To Whom It May Concern, Attached is a copy of the plumber's report which shows that the pressure test was performed and that the line held for 20 minutes under 5 pounds of pressure. Should you have any questions please call. Thank you RED.A T, p De i r 02�saa-� oP,F OF ply 02/11/2805 12 26 5167651'44 BLRTS RELIABLE rTA E 01 -11 a . r.. 1 631.765.tZU TTT , ®February 11. 2005 w.4lirwiai Key$Pan Regarding. Mr. Michael Matheson rw*Q Homes Rock Cove Estate I .r'w!r+t Greenport, NY 11044 To Whore It May Concern; representeitive of Burt's Reliable performed a Pressure test on a new gas line ISM the above address for Mr_ Michael Matheson Go Better Living Homes. The MA~results on the new gas line: held 5 pounds of pressure for 20 minutes and o le8ks were found. Should you have any further questions, please contact this office. Slnoen*. `'m�w*" Abrk Block Service Manager 1515 YOUNGS AVENUE • P.O. BOX 696 SOUTHOW NY 1 19711 i •d S0006SUIC9 up"WAD 1JR3 dCT :LO SO 9Z qaj Eagle Design Associates 924 Newbridge Road North Bellmore, NY 11710 Phone 516-731-5506 Fax 516-826-6368 March 4, 2005 Town of Southold Building Department 53095 Main Road Box 1179 Southold, NY 11971 RE: 135 Rock Cove lane Greenport, NY 11944 To Whom It May Concern, Please note that an inspection carried out by my office has shown that all insulation at the above project has been placed in compliance with all state and local building codes and in compliance with approved amended plans as provided by the building department. I hereby certify that the insulation has been placed correctly and is in,compliance with all state and local building codes. Thank you \g �� T. 027610'N ` Den Eagle Design Associates 924 Newbridge Road North Bellmore, NY 11710 Phone 516-731-5506 Fax 516-826-6368 March 4, 2005 Town of Southold Building Department 53095 Main Road Box 1179 Southold, NY 11971 RE: 135 Rock Cove Lane Greenport, NY 11944 To Whom It May Concern, Please note that an inspection carried out by my office has shown that all framing at the above project has been installed in compliance with all state and local building codes and in compliance with approved amended plans as provided by the building department. I hereby certify that the framing is structurally sound and built in compliance with all state and local building codes. Thank ��PFD Agcy i r 64 F OF NF N Dennis Oliver Eagle Design Associates 11 HALTER LANE LEVITTOWN NEW YORK 11756 Phone 516-731-5506 Fax 516-731-5623 October 12, 2004 Building Department Town of Southold 53095 Main Road Southold, NY 11971 Re: 135 Rock Cove Lane Greenport, NY 11944 Section: 33 Block: 03 Lot: 19.012 Building Permit # 30044 To whom it may concern, Be advised that an inspection carried out by myself at the above address has shown that the contractor has installed the strapping in accordance with all state and local building codes and in compliance with approved plans as provided by the building department. I hereby certify to the Town of Southold that the strapping as installed is in compliance with all state and local building codes and is structurally sound. Sincerely O `��,y 027644'yOQ TF Den E� .A., A.I.A. 3555 Veterans Memorial High% R 14 am Ronkonkoma NY 11779 631 563 7574/ soicbbes April 12, 2004 To Whom it May Concern: The rebar was placed as per plans for Southold Town Building Permit 300442- OF 5� L sv * c 3 tab "� S3td Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename: C:\Program Files\Check\MECcheck\moriseyt20lO3.cck TITLE: New Residential Single Far ily House COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 11/30/03 DATE OF PLANS: 12/01/03 PROJECT INFORMATION: Morrisey Rockcove Lane Greenport NY COMPLIANCE:Passes Maximum UA=428 Your Home—392 8.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Val U-Facto UA Ceiling 1:Flat Ceiling or Scissor Truss 1220 30.0 0.0 43 Wall 1:Wood Frame, 16"o.c. 2592 15.0 0.0 170 Window 1: Wood Frame,Double Pane 318 0.320 102 Door 1: Glass 63 0.320 20 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1220 19.0 0.0 57 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conserv n Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they attesting that to the best of his/her knowledge, belief, and professional judgment, such plans o pecificati are in compliance with this Code. Budder/Designer Date 3 �� OF N[Ly YO SSP •.h F. .S(,,., Y'. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 11/30/03 TITLE: New Residential Single Family House Bldg. I Dept. I Use I I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall l: Wood Frame, 16"o.c., R-15.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame,Double Pane, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Glass,U-factor: 0.320 #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed fights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: ( ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ •] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ J I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints, seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastio-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I 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. I I 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: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code, as applicable. i Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I 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 I levels in Table 2. f Table 1: Minimum Insulation Thickness for Circulating Hot Rater Pipes Insulation Thiclmess in Inches by Pipe Sizes Heated Water Non-Circulating Runout s Circulating Mains and Runouts Temperature(F) Up to In Uo 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 Rance(F) 2"Runout s I"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) FIELD INSPECTION REPORT DAU COMMENTS FOUNDATION (1ST) � - - - -- -------------------------------------- FOUNDATION(2N ----------------------------------FOUNDATION(2ND) — �u —------ 2 2 ROUGH FR MING& _ ---- - m PLUMBING a r INSULATION PER N. Y. -- -- - m-] STATE ENERGY CODE Q5 FINAL ADDITIONAL COMMENTS _-27 t Zkl m z Fk V, IS' � n ��1 0\,.� v-e �� y tA,r.�l �n �J i cXl leai� cue. ---- -_ -� - ��✓ G '— -_ _- a --- -- — - --- -- V O z m CJ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'? TOWN HALL Board of Health_ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey w«iv. northfork.net/Southold/ PERMIT NO.3 QG y Check Septic Form N.Y.S.D.E.C. Trustees Examined_ V '20 Contact: �/ ✓J/5 v Approved 10 Mail to: ✓.) Disapprovedac / - -- T �_ ( Phone: 3 _�/z� Expiration L r5 ,20 Building Inspect JAN 2 72004 APPLICATION FOR BUILDING PERDHT Date /f/S 20 0# 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. I. Every building permit shall expire if the work authorized has not cornmenred within 12 menthe aft:r the d,-.t--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 enagted 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 Towriof 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. (Sig re of applicant or name,if a c rporation) 20C/1 /LM"' y Qui 4,-1•No27Q-(4��A� of (Mai i address of applicant) t��t7f� 33 or State whether applicant s owner, essee, agent, architect, engineer, general contractor, electrician, plumber or utlder QGviv.t 2 Name of owner of premises To,*Ar < • /`1 o 2 2/S.E t/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. t 3S 17.t,cz�r,�e C�- 1. Location of land on which proposed work will be done: .007' /2 oeo ek w vp e a st47`•PS Cu.t )ma 2 T House Number Street Ha let County Tax Map No. 1000 Section 33 Block O 3 Lot / •�Z Subdivision /Reek Codd ces;N&5 Filed Map No. .400-7 Lot /2, (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed cot.struction: a. Existing use and occupancy b. Intended use and occupancy 5iivIIC j5&I-V I d W-C[.CitiS 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Zoo,o o c Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front_ 0+23 3 Rear 63 Depth q 7- Height Height 3 Z ' Number of Stories ;2 9. Size of lot: Front Rear Depth /2ielAa4A 7 ' 10. Date of Purchase�l010.3 Name of Former Owner &4-4VA1,'e&MleC7`T' 1Pl�� J1�&Wxwk 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—>(- 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO /� 3 nee ",,d,�.If- 14. Names of Owner of premises �. R/1� Addres;0fieA 0 1 a Phone No. �'776 '3W Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_,X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. .17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEWAzeM) SS: COUNTY OF AwAAW being duly sworn,deposes and says thata is the applicant (Name of individual si g contract)above named, (J)@ is the /7lW11{ (Contractor, Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /6i-7 day of 20 !?,k N Public U Signature of Applicant oleg Sulyma *; r MY COMMISSION# DD118502 EXPIRES . 4f May 16,2006 pc d,,•° BONDED THRU TROY FAIN INSURANCE,INC BUILDING PERMIT EXAMINER CHECKLIST ` TV EWED; i 24403 APPLICANT: T of &� � Kws2eejsC'%�SLk 1 DATE SUBMITTED: SCTM#DISTRICT: 1,000, SECTION: ,BLOCK: LOT:/ Z SUBDIVISION' ZL o..c ADDRESS: 13S R« ►, CZ' CITY: ZONING DISTRICT: f CONFORMING?w BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO _/BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition-(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.199rr7��100-25.Merger.(A nonconforming at any time after REQ. LOT SIZE: ACT. LOT SIZE: 3/363REQ. LOT COV.024 ACT. LOT COV. REQ. FRONT PROP.FRONT�Q SIDE S' 'op ACT. SIDE REQ. REAR____Z_PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Lw ESTIMATED PROJECT COST: 29ok- AAHITECTORGINE1u�o WATER FRONT? i DESCRIPTION: PANEL # FLOOD ZONE APPROVALS REQUIRED q SUFFOLK COUNTY HEALTH DEPT: S r NO, (BED#): DTE: �/ 1/ 3 PERMIT#?x•03. 0-071+ TOWN SEPTIC RECEIPT or N NEW YORK STATE DECRE-DEC 9/1/75 YES or 10 DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE: /_/_ PERMIT#: Tq WN ZONING BOARD APPROVAL: YES or DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or � _DTE _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o / NEW YORK STATE CODE COMPLIANCE (SEE PAG2)• ES NO NOTES: FEE STRUCTURE: FOUNDATION: /Z0 0 SF FIRST FLOOR: 11 V1 SF SECOND FLOOR: 1 2_o a SF OTHER: _SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE ?0 1. C 4-v SF)- ( )� SF)= S l SFX$ `�' =$ +$/�+$ _$12,it 2. ( SF)- ( SF)= SF X $—=$—+$—+$—=$ 3. (—SF)- SF)= SF X $—=$—+$—+$ _$ FINAL TOTAL: $ U41,"'* NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAP :rindSpeed: GN CRITERIA: Ground Snow Load:45 120MP Seismic Design Category:BB Weathering: Severe rost Depth: 36" .Termi -H ecay: S-M✓ Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATIO HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINES SC �j j e�. FULL FRAMING DESIGN ELEMENJOI HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATI We LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST UIREMENTS• - EGRESS 5.7 F.:YIN {� LIGHT 8 /N / VENT 4 0• N / NAILING/CONSTRUCTION SCHED EZ�N MEANS OF EGRESSa/N PLUMBING RISER DIAGRAMJ�/N LOCATION OF FIRE PROTECTION EQUIPMENT TRUSS DESIGN: Y/� VVV CERTIFICATION: Y ENERGY CALCS TOTAL COMPLIENCE&N(RETURN TO PAGE ONE) JOB No. 03-51 TAX I.D. No. 1000-33-03-19.12 SUFFOLK COU`:I I DEPARTF,ENT OF F:c".LTK SERV!-IES PERMIT FOR APPRCIIAL 07 MONSTrtiiCT ioN FCk A SING-11 FAM ILf J:S-!DrNCE CNLY pv T LoT 8,9 AND 10 GAN FORW,,wf4Uh1 -- EXPIRES THREE r'EAR`. vPCNI ') OF 7,1_1 .4! 0o'I VATKIN IN&r Eu i't < I EQUiREiD R=550. R, 50` � 21.56 IaDR BANfTAF;' SY4;L�:q L= 40.p KGQVE LPNE ` } - C>3>42' FfFr4LTH I✓c Ac ice«?L't+:i ROC R=6o.00' 3A.0 L'71.53' 45, o m 2 LP m� } COVEREDG PORCH SEPTIC T� Q �_ a O Z 40.0 Oe �Q 23.0 2 ST FRAME rza\ N to OAR DWELLING o P r z 37' BILCo \ W ro FF 34.5 DDS v, Z5 o GAR 33.0 �.p 1 ST BAY 17.5 m 5 ' \ Cy7 WOOD DECK \ �j I I \ �4) 5v 4�n, 21.2 �0 OV 28.1 11 r ` 6s 1 R£CN 74RNG'E PS NOTE: NT g79°0006 10556 B PRIOR TO BACKFILLING,THE INSTALLED SEWAGE DISPOSAL SYSTEM SHALL BE INSPECTED AND AUTHORIZED FOR BACKFILLING BY THE SUFFOLK COUNTY HEALTH DEPT-UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH SAND AND GRAVEL ACCEPTABLE TO THE DEPARTMENT. LOT 15 VACANT [SEE TEST HOLE#2-LOT 10-FILE MAP I SUBJECT LOT 31,173 SO FT ELEVATIONS REFERENCED TO IN USCGS DATUM FILE MAP No. 10637 6/11/2001 Unauthorized alteration or addition to this document w a violation of Section 7209 of to New York State Education frac. SURVEY OF: LOT 12 Cedtficelbrre indicated hereon shall run only to the person for vAhom it is prepared and on tis behalf to the Title Company.Gwxnmental Agency and Lending Institutions listed heraan. Certifications are not transferable to additional matltakane MAP OF ROCKCOVE ESTATES or sabeeguent owners. Copies of this document not beanng to pmfessipurs Inked seal m embossed seal shall not beconsidered a"lid true copy. GREENPORT, TOWN OF SOUTHOLD The offsets( or dimensions I shone Ion from structures to the property goes are for a specigo purpose and use and therefore are not Intended to guide the erection of fences,retaining walls.pods,patios.panting arcs,addition to buildings,or any other SUFFOLK COUNTY, NEWYORK construction. The gonexistence of might of ways and/or easements d record,t any,not shown are SURVEY DATE: 11/15/03 not SCALE: 1"=40' 1 CERTIFIED ONLY TO: A I JIM MORRISEY AND SURVEYOR ', � Jog�►J rtoRRl$E i II P O BOX 704 Rocky Point,New York, 11778 - - - 631-821-3442 By DESTIN G GRAF N.Y S LIC NO. 50067 JOB No. 03-51 TAX I.D. No. 1000-33-03-19.12 N 1 ` \ LOTS 8.9 AND 10�AOANT R=550.00' R. 1 Ca3j42 GKcovE U--21_56_-- - =--, I RD 805 0• Lz7L.1215h, 1 L,fi4 Oa I 53.4' 9 02� Z y 'p !p 400 wt m N �O 230 g a V __ 230 No qa0 o tf9 w OO \ m O v a v DpND FOUNVA[IDN .� I r (/ ✓ Q1° \' CaLH S) REGHNRpe J r ll..// � q,LT 2 S 78°00'08„w 105.58 BAS / 'OT 15'jAOAN-1 I FILE MAP No. 10637 6/11/2001 on 7209 Certifications indof the New York icated hete reon shalcation yrun only othetperson forlwhom It islpreparetl `SURVEY OF: L0T 12 and on his behalf to the Title Company,Governmental Agency and Lending Institutions listed hereon Certifications are nottransferable to additional institutions MAP OF ROCKCOVE ESTATES or subsequent owners Copies of this document not bearing the professional's inked seal or embossed seal shall not be considered a valid true copy GREENPORT, TOWN OF SOUTHOLD The offsets I or dimensions I shown hereon tram structures to the property lines are for a specific purpose and use and therefore are not Intended to guide the erection of fences.retaining walls, pools,pathos,planting areas.addition to buildings,or any other SUFFOLK COUNTY, NEW YORK construction The existence of light of ways ondlor easements oflecord,if an,.not shown are SURVEY DATE: 03/30/04 — not guaranteed SCALE: 1"-40� CERTIFIED ONLY TO: JOHN MORRISEY DESTIN G. GRAF BRIDGEHAMPTON NATIONAL BANK LAND SURVEYOR FIRST AMERICAN TITLE INSURANCE COMPANY I P.D.BOX 704 OF NEW_YORK 631-82 -3442 New York,11778 — _ 1 ky 1 L By DESTIN G_GRAF N.Y.S LIC NO. 50067 - TAX I.D. No. 1000-33-03-19.12 JOB No. 03-51 I ,I LOTS g 9 AND 10 R-550.00' 11-4o00 �PNE t �Ol � x_21_56 ----C`37g2 I!� vE l 60.00 =G Q R , I RQGK L=71.53' t_12t50' - r III R b Irl w1 P I LP O� I� ` j �i SEPTlO 0,53 4, >° (nom p 5.X10'ENTfRO 1'I o CONO 3 O 11 m I Oµ(WELL l 23' Z o ri o.�9 Q rl F toxRog e:' N wa m p,,lm0 m CURt,A .o T FRAM tip N y xa o 2 pWEttSNG w GAR s a O rp C Q l _ o i 404 23.0 � m 0 gl OOWN S ' O N —O Y 1ST gA a I w O �YwEU. 1 9T gAY �7> I i L o GHPRGe rw 8S.) 9PSiN 2• 105 56 „w g l8 I EP" Tk LC , . t `S TIOfJ AND 0R fiH(A Cft3lAliVtU FROM II OTHERS. ` FILE MAP No. 10637 6/11/2001 Unauthorized alteration or adtlaion ro this da;ument is a walation of Section 7269 SURVEY OF: LOT 12 of me New York S[a[e Edueon s Law. and an tisb half1 th hereon shall run onlytothe al hmn Agefor whom Ilisprepared MAP OF ROCKCOVE ESTATES and on his listed to the 7rpe Company,Governmental rabl et and Lending Institutions listed hereon Cemhcahons are not transferable to additional insbtubons i orsubs QgpenlMes GREENPORT, TOWN OF SOUTHOLD Copies of this d rru nt not bearing the professional's inked seal or embossed seal shall not be considered a valid true copy The offsets or dimensions l shown hereon from structures to to the Prc efEMlD ct SUFFOLK COUNTY, NEW YORK for a specific purpose and use and therefore are not intended to guideuild the en cti other w fences retaining wells.pools,patios planting areas, 1"=YO construction g if not shown are SURVEY DATE: 02/08/05 SCALE. The existence of n ht of ways and/or easements of record. any - - - _ not guaranteed I I — ! CERTIFIED ONLY TO pESTIN G. GRAF BETTER LIVING HOMES ----------------- LAND SURVEYOR JON -- ------- p.0. BOX 704 I I Rocky Point New York, 11778i - 631-821-3442 B-DESTIN-G GRAF N.Y S. LIC NO: 50067 CERTIFICATMOF NAILING &CONNECTIONS — RECI UNDERWRITERS CERTIFICATE REDIIIRED COMPLY WITH ALL C'�)DES OF \ ents PROVED AS NOTED NEW YORK STATE & TOVvN CODES OCCUPANCY— --- \ Ne'w Code RB:qui motion DATE I �2$� B.P.t OOLE � AS REQUIRED AND CONL"_"6S OF USE �S UIt11 N. Lead Path Information Ration FEE: 101112 BY: — SO''�40L:''^Nh:.�� Foundation to Roof — NOTIFY LAUDING DEPARTMENT AT SOL'`°''_ -C',NNPIANNINGBDARD WITHOUT CERTIFICATE 766.1802 S AM TO 4PM FOR THE S".11� TOWN TRl6 M OF OCCUPANCY \ G–P Wl joist fraining notes FOLLOWI G INSPECTIONS: \ Nate:Above plumbing lacatlaneare markedaa plan \ 2.6 Wall Stud 1. FOUND TION - TWO REQUIRED N r5.DEC \ FOR \ \\\ Framer maul not placela folsbuntlar plumbircg \ \ PO RED CONCRETE fixtures waste line path lopedaro nil cant it plate 2. ROUGH FRAMING A PLUMBING Nate: CSP WI talks can not harm their \ lopped around 2x6 will plate 3. Il. NSULATI N PLUMBING flongeecutlnto. ForplemIRIr,Vaate :f;31 and nailed With proper amount 4. FINAL - STRUCTION MUST ALL CONSTRUCTION SHALL gLWpTERBIINES NEED `NG WASTEIla.space an pp.rril plumhlnq walla, - �� 2xB bottof 8d om plate BE COMP ETE FOR C.O. THE REQUIREMENTS OF THE TEST WATER BEFORE VEERING \ apace lhe2eupfarting b-P WIJolele ae \ 4_co AIA. CONST CTION SHALL MEET THE MEET YORK STATE• fm awe. _ — — zxscana pateFNEW Stpdwaihwldth 3-1/P' 5-1)'2" —RC-0UIREMEN S OF THE CODES OF NEW CODESO 40and60.erlee 6" B"80 aeries ]" g" Simpson CS20 field culIrA / N YORK STATE. NOT RESPONSIBLE FOR ane heal 1 2"xe than anchorman,c ev or DESIGN AT C NSTR ESPONCTION ERRORS. Nate:Ev phualb d Joist can ba ebikad alp to 3" No mf 2x6 can nit] l to cuse 3"s to ovoid plumbinig rnterfereree � and of 2x6<ee sill plots use 3"square bearla J PLUMB ER CERTIFICATION Foundtpiate under nut Wood'-boom .- Foundation blocking panels required at Cross Section End View �} ON LEAD CONTElyT BEFORE DO NOT PROCEED WITH \ antlle era and FIS©i1ZU�E—�— ERTJFJCATEOFOCCUPANCY pRAMIISUNTILSURVEY nontmwnitor4'on — — COM PLY W ATH CHAPTER'46" OF FOUNDATION LOCATION eaah alae of One of the nn s m tne,:riflcal load path cantilrvered area Wall Studs to(Rafter Co,nnecltion 'FLOOD DAMAGE PREVENTION SOLDER USED IN WATER HASBEEN APPROVED. Ona of thslinks in the c,ticanocd pcth NI'aII So'.uds to CCA Sill Plate — Slab on Grade/Garage Slab SOUTHOLD TOWN CODE. NNOT EXCEEDSUPPLY 2110SYSOF %LEAD. —_ — -- — — — 1 EXCEED?J10 OF 1%a LEAD. Note:The following aro requirements for a hearth and hearth extanilm. If.owner®etlroam — flueh hearth ezkenelon,limen framing at '\\\ 8rgolaca rtruel occnmmdtlole thb/allowing law. - 2x6 Wall Stud 2xB Wall Stud ' \ ` Masonry be of h and h.or masonry, \` — \\\\` Masonrconstructed Matters sheoth and it armamnry, \\�aLb l3 top plate ST p...C120 cut to h, nupporledlby non-combustible materials antl �\ - lapped around 2xB sill plate reinforced to carry their awn weight and all �� \ and nalled'wlth pm P.ram..at -- Imposed leads. No combustible matadul shall of 8d nolle remain against the underside of hearbhu and 2-2x TO header - 1 hearth extensions atter construction. The 2x110 f1°ortolste - minlsum thl.lano.of flnplace I..rtiushcll Simpson G:S20 be ll". Tho minlmum thickness of hearth 2x6 ccs Bill plots \\\\ exhmnfof Rho f1lbe2"- Excng To ratud the :itrap eller way bottomof(rhenea rt opc,ort To n.l.a[least Window Sill Flats 1/2" r10"anchor bolts every 4'o.e., 8"abovethe lopof the hamth n,318"thick. \ jack stud N°marcthan 1'from any comer". I hearlhoncret . of at gone or then3/8"thief. \ encIng plate and[,, o1.f -ave 3"square brick.concrete,atone ar file Is pennifted ;2"hearth extension dtone \ basing plate under not 4-6"pouredcon be., E \ Foundation 1 -- - Aan ;itlJd Fovadction I Ihaadhrex[emion baso \ g Iib mbar l'olc. --rr��-^TC in plate \ Poured concrete �� IS...doutflaarjoivte flaploa.holm retest ducking Onset the llnlar in thaarid..1 load path 7' ,the links In the x:dbical0oad path Typical Flush Hearth Extension Detail Studs and Headers Around Wali Openings WaRl Studs to CCA Sill Plate New Code Design and StructUltal Informatiion 1 -Enduand Structure ~- .. 3 . ............. 3 2- 120MPHs Nailing Schedule m 3-ENPa .HWind Zone `• 4 -Design To Prescriptive (Nate ahwthinl..at Abe nailed to too Plot° - b-Roof Loads Snots(1151401PO live load 20 fief'deadllaad e—Floor Londe(living areas)40 fief live load 20 pull dead load IExt.der Wall Sheathing-16"a.c.-7/16"Fred.pywooll. ................... 2 6 0 I 7-Floor Loatlb(attk:,exturlor decks)3a paf live load 10 p.f dead load 4' Edge Zone(any wall within 4'of career)-Ed galvanized 1 4� B�-Sao"(46 p°Q momman nolle ovary ll b a.c.each dtutl J/ 0 8 -SAT ao"(45 Pal lumlber-pietas.Joletei,etude.raftdre, interior calls((any wall beyond 4'from comer)-Bd q°Ivdnlzed .f V collar ties,ridged,vallyo and hipa are Douglas Fir d2 'commas calls every 12".........can dbud 1111-Ali 11 -Fluor.wall and roof sheathing are edx fir ul by ood of the nomturer and elms. 'J 12 r Manual Oiled 61No-Wood Construction Manual for One (panel Ed as r3 4"arc 12"... j"a.co6`SV..,ang Oltlgram j 49 4 i engineeredP yP 'Incl aL':e (Roof Sheathing Seo Nallin Zonef Ivan-Fluor nrolhln la always3 4"T+0,wall breathing 1 2"any ZoField 8"nal Zom 2 Zonei Zano4 ....................... [ 9 99 iii .......... ........ . .Y ywood. • 4"o.c3 / p o.c. 3"a.c. orlrwo Family Dwellings- High Wlmd Addition I� \ Dk?C �< by �I I I �� Reference Manual/Reference Standard (Nailing Zones for Roof Sheathing lin 120 MPH Wind Zone N r e— Design Load Calculations ware derived by using the live/dead/oraw/sehamlc/rgind funds(luted above under Structural Information(above)(for the area In which the Residential Structure I°to be built and referencing all structural components to the PneecriotIve Englneeltng Requirements of the[Wood Prams Construction Manual for One br Two Family Dwelling.. F311r,0 I General Notes Engineer of moam Is not responsible for°upervlelon of con atruction All concrete shall have a minimum compressive strength oK3000 O lO or compliance with these drawing.. The Contractor must verify all P.S.I.after 12B days unless otherwise opeclfled. exuding condition.In the Reld and notifyths Fnglnaaraf any Ilacreponciee prior to start of any work. The Contractor Is responsible for all Al I concrete festal,to be mininum 3'below final grad° House Gara a 10 permits and Roensos ngdlr°d torconplste the work. and/or front line. - Irk I All Work Is to contemn located,counlymnd total sector. Notify "Kapp mu°¢be out In all footing.. Engtnear and/°r owner if the building does net comply heart kin mag any changes. All be or pinholes To the foundaNan wall aro to be purged both Ion the Interior All electrical work to to comply vdth xla all codes and an undometare and arlor with a watorpnuof mad., Waterproofing shall not be applied -� 3 �/ O hurpledian and emilfleatu must be obtained after...,ii until Into parting naval been Tropical ed if required lby Town Building Codm. Ot �� Contractor shot]vaulty all dimensions and conditions of the site Framing (Votes 15 — _ sad'.hallbere.pandblafar properjoining Ill.Work to the g 20 (, O wort.of the other trades. �J v —I Structural lumber-as noted-T.-PWtJolsts- Although these plana are drawn Ito scale,no dimensions shall be All hrandoreanddll be(2ll b10 unless alternt , ortha d.Double all or beHeP. ' Ln sealed. If there al'a any functions on discrepancies.contact the 1(lie oad ppurtingbwe(s above and supporting all ma°me above such as Englnaere oHlee. patrmome,'kltchene,d[,.W.tioni areae that wa seen,floor tilos. _ 1_� Place flraelep"conn"In all exbadorwal[a wharelthe caHng Sheolroekto befaltaned filthiness.,12"a.c.long°ludo,blame height exceed.8'. ,, Pr h,, and rakes. Sheallock to be 1/2"imleso otherwise noted. 5)'B"type"x" 2 Cclve reId r 'CIU _ y� shedlrock to be used game°mills and callings If theirs are living r1 area cullaaenlorbbovethade. 5,/B"type"x"S.R.t°breuaedabove o 11 Stieel fumaces,bnll.reafe. Shedmck In all bmthraas,e ar odher reams �{ where Nero are htgh humidityeor,dlttana t°be rtnal°tum r..fr ont. Steed shall conform to A.S.T.M.denigration A-38 and shelf meet � 0 . U ' - -- 23 . 0 ( Car, atboard tobeused behind all tube,answer unite,whamthere istile. req.[rem.at.of ties Intent A.I.S.C.Code. 1 J.1-approved snake ddlecborlahall be either phot,olaatdc or Da m plroci I n g Ionimtlon type antl shall be directly connected to a Iithtingrdreolt withInclabervertng wall snitch. COdetactmata be tnoballed go Code. Vapor barrier shall be 6 rail thick polyester film. !� Approved hwrdcane ellpa/utrope laud be Installed where required bylNYB Magi waterproenng a bell be troweled,mantle waterproofing �\ or Ideal building cadet. Sae NewlItode Rules on Croce Section. Also dehyldstive Na.e. review New Code[Tricks. Crack with local Building Daporlmedl for local cods compliance. Windows and Doors Insulation Notes Ali giazingon.[[beType IV- To prevent central,watsrldomaga,all window wad door muglh opening can All Wall,tolhave R-15 kraft faced fli algiesv In fulatian, to ba wrapped on bottom and sides with plastic membrane.then a Tyvek I NI culling or roofs that or.to M,I ..Anted.to be R-30 k.f.f.g.7nr iatlorn or equivalent membrane„ill be(Placed acme,the rough opening;an"x" All now floors to hese R-19 flbargi...insulation. will be cut diagonally In It and the Winona or door then plat Into the rough opening. A place of 18"wide Ica and Show or•equlvalket material should be Placed above the window or door,dyer the nalllnb flange. Foundation NOtf:S Ice and Snaw or equivalent matarlal ad 1-2 layers should be placed an the dill below,the door°bafora they ore Installed at a mininum. Concrete dobe to have eontroallon folate O 20'o.c.each Way. To guard awen further aquina!water penetration It In recommended that — 1 ^ �\ Oa not backilil agoinet foundation walls until 01st floor Is foo med. load boated copper Pandb°Installed beneath all windows and don re. Waterproof all freundoUoni Wall.. To prevent centrist watendomage,all ulnlow and door rai h openings ` Concrete footing.to rest upon undisturbed snit unless supporting sort Is Ica m, must be caulked with a dlicane based caulking. O cloy or bog.In which cash It shall be removed to its depth and replaced with C of NEIN ). engineered<ompaatad011. C.n.mtetobe3b00p.a.I028d.i IContini Grillo for windows inn to be oelectbd by owns, li odielph odwindow is �`�};`,fR. SU 0Q,� \l to supply cylinders for tseting. ,yllnderehalllbecurudundurthaneme not svollable in sulldere Sales[use And.400...how-match c conditions lir Worth and floors. the Bulloomigalect brill and in[arler0niah. A- Fo fie O• Soll Ibeariall capacity madforfpundatlon sniffle her been y) �' r--. - I �� presumed to be 4000 P.S.F. Feelings shall met on undisturbed volt. ? ,; J ' L C Y/\ L Noft Engineer puller to placinglFoci so that these NYS Building and Filrecade ' case mptlons can l be varltred. .\ Thede plana are in compliance with apPllcable NYS sunning and Flracedna, n� 2ew / Faabinq elms as nosed on pian Welfhelthband thick mm ae noted oa pian. 8F 0. 0451 A$ Fla \ All°lobs 2"(hick. FESSIaNPv' of every x arms 2"sedge bolts to lbs placed eVely 4'/2'o.c,soil within 1' of every canner.r edge of 12x6 sem Bill ciale. V adde'from he (continuous In tell feelings all 2-J4 bar Ti 1'and 3'from the lop. 3"Thr.-Roaflll ,\ I Residentilal House Marrisey Rockco\ --r Greerp Lane Greenporr t NY TI NI �l ,off I "s� Rookcov'e Lone Drawing �I _ Drawing Titles 2ndFlnar Site Phan 2,r 3„ ,. Pro o p e Y t�' LJn e s - > 2 2 New Code Compliance \ General Notes \� --"I -- i _ -� ?T_ -ct Plumbing Schematic SI "-1 -t 1 pled •il 'il I ';i its Plan mI Z permituci:ion Z permit Scale J/R" = VIP \ lab Flaar i ;z^ —_ Fal. do not scale this print, use 4"C.I- u I)TaNewSCHD figured dimensions only. Hours Trap San/tory System A Plumbing Riser Diagram sheet number A — ,� �. no scala fele number JMC01{)33 ® ® stucco or brick finish Typo l Endwall Shathing Requirement West Side Elevation Reat and 40 length-6'vdatmomind=no Type I shathing required Roof and Calling-Sheathing 20*led zaiemenl Roof,Calling ladhpnning Requirement Floor-120 windzone Roof and Clling-12hing0wnd tenement 270 given 26 length-5`minimum sheathing required Rear Elevation 30'length- 13'minimum sheathing required 30'length-8'minimum sheathing required 19%81 given 24.0-given 27.2- Ivan Type I Endwall Shmthing Requirement Real,Calling and On°no.r-120 wind zone 40'length-17'minimum sheathing required 24.0'given � ® .............._............_ E ci . raj L LLU 9 LLLJ 1111 ® ® ® ® N either nied law ®...... ._._ ..... . .... . ls .......... ............................. ._..................-..................I....... id lawrestrtctio ......................... ..........._.............................................._...-.... " ............ _...........................-.................... ......® o Type I Edw.11 Slleathlnq Requirement Typal Endwall She.thing Fequir^roam Raaf and Calling-120 wind zone Roof and Calling-120 vi nd'zone 23'1ength-Wminlmum shaahing required 401lengh-6'minimum sheathingrequired Closest corner of house 4.,0-given plus hold down° 26.9'givan }o property line TyPe l Sldowall Shnuthing Raquimment Type l Stdawall sheathing Requirement Type l Sidewell Shedkhing Requirement P P Y Roof.Calling and One Floor-120 wholzono Roof and 0e11ing- 120 wind zone Front El'evati'on Roofand Gelling-120 wind zone Type l Endwall Sheathing Requirement All other Corners ifbrther away 30"length-13'minimum sheathing required 30'length-6-mlmlmuni sheathing required 20'length-6-minimumehacthl.q required West Side '` q Raof.Gllhg and Ons Float-12gwind zone 21.0'given 24.0'given 16,7'given West S i d e E l e v a t i o n 40'length-17'minimum sheathing required 24.0'given Root Rldge Pont 11-7/8"2.0e G-P lam Ivl New Code Requirementsy, Roof Ridge •10yea,archittabaralchingim Place 2-3/8^ 'i5d telt paper Asphalt Shingle.-.hallhave.elf seal atdpaorbo Atddge-Sttepeachraft.ran amhralzr/ S/S--.afraitore 111todacking and compiY with ASTM 0226-Foetenere far eachpideohbheroofridgeb...win each rafter/collar 0%e"enoulatlg asphalt chiral"shall be galvanized or etalnlecs lest, each i other over the ridga with ti°tO� Rpical ulallon minimum 12 guaga.henk with a minimum 3/8" galvanl.ed ei.l wtmp-use brie collartlesl0'-o.°. IOOI SOIIJ'hlaclneveryFo.e. diameter head,We length to penatrat.hrough the Slmpaen CS20-11e1dcut to aboutminimumthaill .onng m°tard°I.and c minimum of 3/4"'Intotho roof 24"and.eml.a°dh and with 6/12 baya of roof rafters on sheathing. Where the roof sheathing Ie leas than 3/4", minimum of 6-8d galvanized nails 2x0-master 2x8 aeillRq beams bah endwall sidm the halenere shall penetrate have mithrough u eheothtn . bedroom troy F` Reef Ridge Vont 9 g -master bedroom $Off It Fascia Rake 112.Oq c-P lam ivl See New Code Deblb for ceilin fasteners esper strip Mingle when leave minimum PHf 6 aboveAt 2x6ludhroSimpsonof ratio, ah.brappIng, B%12 0° i'overhong 11.vertlobg.k. + Reef Ridge falenere per shingle when used tree 120 MPH wind above-connect with Simpson regdlremeMa 1n121Pm-prlmed 1x8 i%12 rake aoHil / pF NEW j. zona-Underlayment for mole of 4/12 or greater hail CS2Olnep-field.utatabout36" R=30 Insulation //// ni� p.n. _ rl.od 0 O ns beappnied shingle fashion,parallel to and starting at alength-field bent-secure each R-30 Insulation ///// wihcontlaae black fleeP Jslyd pia 1X8 prempdme+i pine New Code Recidirements the save,taped 2"„falenod sufriclently to hold in a^dwfth4-Btl gaNanizetl nage- I 2119'callln 'beams 2.5ceilingbeame .(- 9 vinyl venlinglboneah paTAted flnger-joint raW°fe.ci, // Garage Foundation p place. End lope skull be oHuei by 6'-keprotection vee tlotail"Wall studs to Rafter /• 2x8 collar 2x6 tailing hams 16"o.c. pointed Rented ✓ q0 eararchit°mturol shin le shall consist of an Ice harder that coneistq of at lsast2 Connection" Y 9 n .15#felt par shet.of.elfe usedngpoly...ofnrm°dlndbitumen tial x 6x80"romlhnrs PaItrop `Y 1/2"Rlywoo�tl' 6"a.c. At ud laps galvanized ✓�i'' , 1 ehealhing � round the can Bill sheet.shalt b°usedlnlleuotnarmalundarlst 211" red and 2rd flolud,2nd floa.U.n. Mr^g�'8..—.I f` Must sunup E \ plate.n. up onto the 4-wall stud extend from the cavae edge to a Point of toast 2p' and 2nd floor stud Intv.ection, / 9 to tap of CI o above. mac minimum 4-Bd n W Inside the extortor wall line of the building. cannactell together with Simpson \ vv double plot° 12)'12 //,1 nolle on each earl of.trap- 0520atnep-field cut at aboul30" potted Lincs' o',e'a / flee Simpson C520 cut to �'PF ygl Aa F1� In length-secure each ad'and boxend o o O Underlaymenh In high wind zones(120 MPH)shall in of floor joists'wlth 4-So galvanized nalle Ga.pa Bayontl ,� m O � , nece...ry length R SSIoNp� addition have faetanen app0ed along the overlap,not turtherapart than 36"a.a-Spee Flashing ehall:be ® either cormolon-realstst metal of minimum nominal.019" Atovaryatudlap.ed n.I1aq.I.rt..d 1/2 x 12"anchor halt° thick.,evormlo°misurtamrvllwsightingominrmum ate.fairaporound the 2x6°.°/11 exit of � \ every 2'ro.c.wlh ,orr..of 77 Iv r smooth ran f minimum nam nalmlng be plotau and up anta,the 2x5 Wall stud rakes r ”d /12 2k0 roof mkam o r pl to(^°bearing thicknaew of.019"s par 100 9 CIaved Valleyo volley liningohall be aboveu ..minimud the m l flarbobintl .—• - _ _ - g_g 2'40' erlav G-P 6 2 \ ate wgeher)untlerrzpt shave. awe minimm4-ted 0/12 : -1/ naJs�on eoch'end o£strep / •� I floor Is 7 onepN 9complYln9 with A6TMD � 54T+i"plywa' ^_ __ '•. g . garage, ;.., spar than "' 224shal1 aIn arTypa therldge least3id of any chimney imneyb UvaslmpsI. .S20Lutto WlJoistsl6"o.c, s. . . . . c I: 3 . . . . . xF. . . .I. . . .h IraJoielol6"a.c. Storage house;2ntlActor Residential House greaiteer than a30"-seawalll Flashing against a vortical So."W ryto00 is Detail" are rad cedanhln lee-�2 R+R 2x 4 etudf nootlehlealhing 81/2 fiDadeec. Ha ,er ? ! / s [2.6�rch ceilln, �yCOX ally ko CG4 Pldshall be by are needed'lo habitable baeemanle and 1 4"° art-a ng 1 D 'ifi fit ae ^g 2-1"steel flitch plate. xpm-primed pine L� Thin use of 2 straps-one lopped minima -do 9 S per 2-2x12 girder IVI O'rr .acY minimum-double tat caurye-apace 1/8"to cedan/dln indeed board ceiling around and nailed to 9 prepped lw1ned p !h.as ccs mgt plate and a I.. i P t-.1ttcoumesl-7/2" 5-1/211 son. rad coder shingles 3/2'rC ds all bedrooms-they moat have an operable area of 5J minimum°flwct-alter^alaaoureeo should not pm-primo8 pine n6ffelO%aper dahathing ROCkCOVL Lane .quem fast-All a gree.window.aro marked an the nailed into the boxen0 undone allgn,30/felt underlayment should have 2" Wlnda'v and Exlarlar Door toeing efi$fell paper Greenport N nailed Into each wall stud and the 4s4 cedar poet plane. overtop hadxontally„B"overlap vertically and 2-1/2"pre-primed pine _ ceder dtding akar side nailed into the boxend to should ovarlup come.by 4`"both ways- - \ 5-1/2"..p.1's"perf.rotl cedar ahl.gl.a allowable-Number of mile needed go - furtherellcameneshouldmselveivertical R-161seulogon n k!flndow and Exterior Door caving For every new wlndaN and glazed al each end of each trop till - Titles door,a 7/1 S"plywood Panel must be applies spplicotlan or Nme.ol plastic or similar plaits wrap around all rough window openinge m m 2-1/2”pm-pdmed pine n rp w i n(g made. Paneuahallbepm-cuttoeovar Se."Wall.to CCA Plot.Detail" borers Wlndepa or mxterior door,installed So the glazed openings and to allow the t/2 Elevations fasteners to he assumed to the structural CCO plastic wen around all roughwindowo openings Its for b Dill loco o d PP gs awood s to lease lonll pra-tldlled Por 2-%2 Panel.to be °}8 f pa 3 Opyw / xaceder decking Top of first floor-h°use before windows or exhfrlor doom lndtallad Cross Sections 12x10"anchor bo p P pywo framing. 1%�12"anend halts for.doubla°ill elle / g 2x4 its beneath /4"T+ plywood ft-A9lnaulo0an Deck ave 4'o.e.and no 0. 6 4x6 ceder deckin ,. 6 4 .. ,�.. .............. ...................... .�.....�. .�..........,n....,............ wood names at 12"a.e.aroud he m°r°than 12' 2)any nbear.ng Rlm Bard IImill 11111111111111111111111111I11111111111111111119-1/2"60 series G-P 1111111111111111111111111111{IIIII11111111111111 BII111 g-1/2"4awedae D-P 111 IIHIIIH1111111111111 --scco deeklable entero pdmler. 2x0 as dakjolet 9 1 2"G-P Joint . . . . . . . . . . . . . . . . . . . . . . . 2x4 bottom Plata The shutter will bestowed onsite plate( ) e baring - / Wad I-beam WI Jotat°16`o,c. 3-2x12 ghdar, WI Joists 1 V O.C. 3-2x8 as girder Final Goode 2x6 ca plats mote than(washer) from under nut 1i I Grow. 2x8 sca plot. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . r Ill.ea lar corner with 3"square and ready to attach In was ofsit sealer Washing paneie Solid black eve 4'o.a Verify In Field 4-'reinforced poured termite°hWd m°orat.nou Then will lain.anah'or boll no Verify In Flaid termite shield ....had at every Poured Blab on 6/2x12"anchor bolls E minimum the lint two concrete Blah eitherold.12"of 12 x 10"anchor bath contlle fete^red c stop slnpeon Cs-20 compacted g from the and no more than l2" Plano Simpson Cs-20 � E 1 / continuo for 4'an bays.1 floor jails on E 0"x3'10"poured nrelo garage must be used In all walla over 8'In hoz d o from t 8"x Ti 0"poured 1 9 c n strap-cut at 30"t In card undisturbed gravely concrete wall PP g g he end'ofa2a6cca 0'111 etre ' .abet 30"-In "" each aide of 3-1/2"teal both andwali eltle. Including am spatia. Fltela in Is is be Totalled P- concrle wall E glc.r..d-attach t° and a 9B g DF g plate beard each iter-attachRo E can8lrverd area lolly column girtlerantl poet ' ® 'ConStrU construction between all jalele over girders. 8"xi6"pooUn place Qtally/ girderand joist IPlace f�4 rehaq Attached garages shall be separate from all other 1211 diameter �In.a.continDoe/ 12"dp*Umiameter etereb soncrata tooting horizontally/ .seem by construction having a nm resistance rating flilapoems concrete -throughout-2 in relied oonotube- feeling,througriot-tin ® Iperm,lt of at least 3/4 how, Each opening In.ludln ..she bottom mIr.be_ g,2ln wll,l' / p e( g bottommin.grind. footing,2 in wall,. bottommin.3'0" fromtap and bottom access hales to the attic)shall re equipped with a below Tina grad° from lap and bottom below Wool grads 1. self-closing door having°fire resistance rating of at 4"paured�roncrle°lab d0 pot scale this IS Pre ret. use leant 3/4 hour(door and jamb). :8"x16"Poured w/6x6 wine meek figured dimensions only. concrete footing Far partial or full aid.spa..above gamgea,2 2 x 2 x t Paye.sof 5/8"type-W- hootrock n required far the poured concrete purl sheet number A- 2 calling with all seams stag9oretl. Cross Sections file number JMCOlQ32 631 01" 40' 0' 23' 0" 401 23- 0" 0'" 261011 step 814111 81 41" s i. 8- 4" 61, top 3-2.9... be 3-2.8 one t12-16knots, concrete pile bottom minimum 3' below grade Deck Above -a Ledger Board/Fiberstrong Rim Board Connection 1 Bringing at mld.,bn bft..h 2x[.ag.r...1/I...Tsdi through bolts with Ind.and...he. Deck 2 d Q6 To d Vddai.2"edge distance..n ladI ad rim board. Piece 2 rows of ban. 32l- 1"1'10"y 2'3-1/2"1 e'5"-X2'3-1/2" Eq ' a16 Ice Caulk holes with high quality caulking Immediately before Inserting the bolts. Place 51 ad.,Inulklig 2-4 .[..T..d wearsms ILI...the Inside of the ledger board and the exterior of And Builder Salad CHIP 410410 61011 In the flashing that severe the sheathing. INtsfind fl.bI below 2x ledger and over 1-7/8"x ST-7/8" 1�1 aiding. Mo..f.light k. centered 1- o 11 3-1/2" a', 1; be 1 1219" ,+ o �4, .... ........................... ... ... ... a attach J.I to ledger 1�1,1� -� /� 101'rhermatruSO"2050 Aid Miller Select 3032 D/ ,q �o all s" With galydnlzed !`� . 312-1/Bll x3'6-1/4" 11 bre Classic flush glazed al I'llmsIms 38-1/2"x02-1/2" �13 coo ledger board-ea.note for attachment 0�1 6.9 J.Ilght/3.9..f.vent ------------------------ -------------- ------------------------- Flush 2-1-3/4"x 9-1/1 LW w/l -_------- 13-7-1/2 0 10 0 0 ---------- -------------------------- 4'2-11W" 14-V In 1-- 9 , le Fn 'i i I t ---------- -- F- 16. V- "I 0 Wood i-b..m p-.C-.-.l on 111,21 11 111 . i - - 1 4 16 8-1/2 + h. ` 15' 2-1/2" 0 blocking p...It 8X1 B.,P.C.footings,wall will war ;; al 7' 4" a. . days step up to g; 9'vA nbufred at haves #4 rabor continuous tat e'4"-it) I -, . I VE above 7-1 lusitieves.and h.siz.11t.11y V from top, Is 3-10"..Il In ThIsraidru Tell 2150 --------------- E obsessing for 4-on feeling will have 2 f4 rater approx. III Classic flush glazed c� g, .9 ne in jq each kbo 0 continuous he ntmtally� a, a se lh�21, so -a !, 32-1/2"x 82-1/2" her. an ---------------------------- Id'i 'I anchor delta will be Iske.ed na 2' Is luells filtah-]plot.-better header 62- 1-1/4" dart1lavIsed a.. 10 - r---"---- ---- - a. I Kitchen are than 41..o.and .01 2any 5-7-1/2- above In- :E Foundation i.;�j marathon l'/ramc --------- an 0 In I - 2 Both III Blid,w/12" r--------------- 3-11 1 x 8--1 t-hl-P.C-.wall-Io; Is 16 b a w obsulks-height .111'lot. Fla a- corner or end of 2sS cco step down wall IN 'a 82-1/2"., to banana a very cash.,halt. i 3k - or had I --, 6� 4 1/2"intl and Z".V-bearing plot*.or. all for door-verify SO all P.C.footings.wall will -- . , . 6 11 2 6 - 6.13 ILL light . a in field I isisland 3.9 J.vent 90-3/4"ad ..Hit. =. .- no.1 04n.b....dl move above to b...on.ftflo. lz�a N I n= 3COD PI assured concrete horizontally 1 1 from top, Dining Area how., A r minimum Is 1-4 7-1/T`----I- 1 se E "Ci above L ------ Bridging at onkfinism a, fast[.,will have 2#4 radar For partial or full His spaces above garages,2 s Is *tdhd layers of 6/8"type"X" h.dre.1,is re4.1real far the Is continuous horizontally. V I A 5 alsov. 12"...larb.1tualeffis.plbosl no total Zia % V Calling with.11 dome staggered. 'A above . -A se -e Is I or.than 2-....and noo. & �w-`Ehsa diver more than V from any If the andandd!allansioNcl between th.t.pofth. Is Is = i - I I comer or and of 2x6 coo still plate 's basement-lob and final 1/211 note and 3"x 311 booing plate.or. ol, Una.Closet Is n 4-1..ronitla old, -1 TWI all lockable to be Led! a twes,anchor loolt. use 90-3/4".11 height I nullhO-I/I reinforced with Ill wine Mach arbas a menath. 8011 1 S 9cI Laundu ht 11-7/3"dolp 3000 F.S.I.patured concrete as us brahu packet-G-P I Garage minimum Duda 2068 2668 Intake to i k2-6 '!Lt.fro 6 to I m Is E rated ,.- Clain air Lam 1.annalist Ifin 12 6 .2 s I flat,operits z -1/21l x se as 617-3/411 8' 6 He lnll- a 0 k, lk 7 doortubsurnbr, 2 0 2 1 1 3-IV211solld quippo Rd block prevent conted with I IS il- 0 a 0 - 0 1 lust wood Poet- 2 00 1 3 us Is 5/6"shadrack above concrete nu 1 z 1. I :ldfin,d w . /, - � za _0 -a 00 es 79 W 0 Is E I / l�� Z; - N n n - , . I i 1 1 V2 1 Is"Isoo as In 28M 1J Ihere 1JI par 11 run pitch minimum FO L 3-1-5/419-Ij LIIIIII bolt I boiler or furnace Flugh on bottom with jobsto /8"2�10o C-P I I, D / ,- 1Z flush plot.- LVL h..d.rlWII 5 o. ail 2-11-7 m IVI 5 2 2i" 7FBW'-2.0.07 1 am 2-111-7)s Me G-P lam Ivi 4-1/li--4 4"b.n.rate lab a 45 minute One rated 3-1/2"steel fially Tpla.1 I[packets reinf.rdul With 6.8 wine math or Slall shandsock on wall as [Loading II 5/8"type I I solutions an 2lll!sr1 ddremIndly Pocket quipped with a self Re Flush 6-1/2"2.08 12 poured concrete edge...t to isulue, closing device areatmak an.11 O-P lam IA glidIsla mentally folI iz L-_-_I garage wall. Par furnace or Dollar 2 adjacent to Irving 1--2' 3"rl lik. 2-8-1/2" 0. UI apo.. G-p lam lvl�� O-P lam M E flush an :i 5 an .1 q IE an a E Solid black every bottom of concrete footing Is 6 B a , 6 = H Z 12 41 . 1� 1. - minimum the first two Stop up to below Somas doom - Bedroom 0 al bale of fiber let."on 3-10--Wall to be in.3-below grade I - I a 5Wagingat mkisda ru B both side T1 I l P11 -_j 0 :x �Is 11 aid. 'IIn 1 Living Area :1 14%light/3%vent - age, c ----------------- --------- Is sl en In --- ---- -------- an Aid Builder Salad 3032 And Builder Salad 3032 TI 3-2-1/8". g 0-i an 2-9-1/2" 1 c SImpda 1-00 held is il II 6.9 J. Ight/I J.vent 5.9;Lf.II J.vent Solid Week alnery 4- It 2.0a G-P do". - 11 minimum trio first two F, lam Ivi 2.0.s-p E T I r� and 12-t:on.h.r bell In In.I'll I In benyb.ffilo.el.lbbb. I I I E both andwedi aides IPii a 15' 1-3/4`'-'--y--`-- 4' 3-1/2" -j 3' 5-1/2" 14' 10-1/4" z ------r-------------------------------- --- io location. -------- A - - --------- AndBuIlderSeed30410 And Suaddl-Solosta0410 Thnuml VOI 2050 And BuIlder Salad 304101 And Buildaa,ldel; -------- --- 3'2-1/8"x5'0-7/9" ,2-1 Is3'2-1/8"x6'0-7,/A" at-370/481,p 2.8...ledger board- a.ad.far atte.hri.d /all x 510,7/911 31t-118"x 510-7/811 FlIbure Cl...1.flunah glazes al 3-2-1/8"x 5-0-1/8" 3-2-1, dtdh laid,to ledger with galvnl..d Egress;window Egress window 38-1/2"x82-1/2" Egress window Egress window 11.2 J.11,ht/S.T.J.vent 1.2 J.Ildrd/6.2 sI llit 11.2 J.IlghV6.2 if.vent 11.2 J.light/6.2 of,vent humod. Porch Above Tlamadru SI 12"2050SL �bnrdru S/L 1V 2050SL 6 nor.Classic truth Closed FI C tD Is 5/4N8 odkm do. 61...1.flush glaI 0 king 's 14"x82-1 '2' 14"x82-1/2" un, is a10 C Is so 5 X I BID Is Is -a 1. 4),4 cedar Past Covered Porch 3-2AL"ca -girder ------gq- -Lt- 2 B11010I _L2n82cg J�:M bad 2��12 ..............I........ ............... ....................................... .......... ..... ............. .(t12"swinger step G>. step ......................................... concrete pile 1.J 7' 8" -bottom 6 1.!.-! 7- 8" 71 Bjl 71 8jl below grade 5- 3"---4-g- 7" 9' 7n 5- 3" 5' 2, 401 011 f 81 a,- 1 It 24' On , I Foundation Plan 17' 3" 1 11--4' o----4 1--3- 2"---4 1 2' V 11 12' 11/2"' First Floor 1220 Square feet living space 460 square feet garage 40' all 23- 0" 1 144 square feet of covered porch 13' 7-1/2" 10' 7-1 2' 1 12' 1/2" 312 square feet of deck 10- 9" 14' 0" 6' 3-3/+" Roof Below I, ...... And Buildbor Selled 30310 And WHO Soled 3032 /And BuI Sdault 302 Aid Builder ad 3032 \ b, -1-- --------------------------------- --------- 315-1/4" 3- "x31 0-1/4" x 3'6-1 4" f/3.9 e.g01 light/3,19 elf.vent" �3.12-111 4'0-7/a - ............ ..I........................I........ ......... .............................. 8 ...... ....... ......... lig Isf.vent 6.9 b.f.Ught/I ald.vent - ... ........... ......................... .......................... ......... 7- 0 Master Bath ro Bill-ofifing height lasla.f. . .....I---------------------------------------------- l o % : I ............... .. ..................... ------------------------------------------- 13.8 0.light S an a, Q ME - I I : : 7.8..Y.Vent E .... ................... ............... sa . o Is so 7 Both es 'E Bedroom ilp IN Is B-I"calling height a 1 0 I ii IN B-1 I boiling height Is I hdol 31314 height wall go d f 2 154 Itf, I 71 T 1 6.9 light 11 12.5%llght/8.8%vent 7 45, is 266111 Linen Closet access 1/V�4 Le 3 Is 3 4068 es Unheated Storage IN Is 1-2' Y- .................................... .................... .................... 2609 lending Hall dep down - ---------- Is LI...f from ---------------------------------- 2.10 mof ifflurs < Q 0-1 1'calling height as a.Hot, 1.1 a---------- re-I 1 all o.d. --------- of flat 9tl : 2�'o "am lo� Hall Is ---------- V selling height Imallat al Is 151,o.c. a 8 Door El . QU 1 I / Cricket 2- W., 3-3"Want Islifful roll 2659 A ...... ............. ..... 0 Master Bedroom Lending IN Tray Calling 6 9-10-1/211 telling height Bedroom 264..f. a'I'I selling height 10.4%Ilght/6.6%vent Residential House 17%llght/9,6%vent .2 Is 6 Morrisey �d a se ED Rockcove. Lane ................................... .......... ................. ...... ....................... ............ 9 E R ......- le r3 f - - . . - .... . . . . . ... .. . ............*.... ..... ....-- - : I Greenport NY -. I I--------------------------------- T2-- 4 I� �;, In as ------`----of--- ------ Walk in Closet a ii ii ------------------------------------------- B-l"e.flIng height '3! Drawing Titles J 7 se b; Foundation Plan 4 1st Floor Plan Oft. flat Aid 3.nd.,S.Idt3O* i And BuliderSelectS0310 And 0 ilrd B.gdarSI 30310 2nd Floor P --------------- 3'2-1/911x4'0-7/8" I i 312-1/all x 410-7/811 3.0-1/2"1 312-1/8"x410-7/1311 1 311 x4'0-7/8" ;7 B.O.J.light/4.8 sf.v,mj ad..f.Itght/4.8 III S'So.f.II bd.vent: 19.6 SI JIGI--f-Vent 2.5 of afters 2xsr*of rofter, Roof Plan '16" .a. `8 Roof Below as 0 construction M permit V ................................... . .. ......................................... ................................. .................... .... .\ 1 iz---------- --------------------------------------- .................... ............................ .................. ............................. ........................................... ....N Ll-------------------------------------------------\� 5- 3" viel 91711 -1. -9: 711 5' Y-II,-5- 2"----4 do not scale this print. use 131 9-1/2" 10' 7-.1/2" al 2- 1 12- 1/2" 1 figured dimensions only. 401011 Roof Plan sheet number A - ] file number JMC01031 ,Imb with ks Is Is ' II I -F. �f o [.J�dl. Linen Closet Bass 2 10 an Second Floor Plan 1162 square feet living space GENERAL NOTES: F19art1 tuna maga exam o0eaua TYpicaii Lateral Frmitaing connectiligninki Nailing ��Schad - The Architect will not have control or chs of r CROSS SECTION gable devil @aedsalaety charge 12...olid blocking.shall he provided fm all �� gable cndbraning coastal of 21743 pliccd In in mems, melhri3, techniuG aLCalli CJ and .. Fl d --Y--- —_^- Taboo bottom from the of to fourthrucr of rhegandill tothr and will not be responsible For construction joisse. Wolls at mid point. Allow 2"air goo 3.7a 0011109 shimfill*solo Fffista d 9 I sl;.co fo roofs, n-11G^ r.'ram t]mz... taottortl ttn[a tlmoe of the ftxlnh[nus.atetl £nor,[ programs in catnapi5an with the work. hmrU -cnpao, '\umill, < f N it \ id Spacl 13, All studs stroll be nailed w thgalvaniz dr L11 hx banom conte of t1e 1. TheconGoaar shell give all option and nails per the requirements of the New York Fudge Go alterax"�eta ea. renes coca mamas EhL1N iR } rl 1 {a ,;. I,it I, I,Ir i ,)I Ill lrlus il'`','Ir {pb :F�N[hW ,I 1, , Ir lr- I'i'Iill I i ', I#I USE A NINIIAUM OF Waco of the fmu tnm(seetFig 3),top Item comply with alt Jews,trrdinamel rut - '. Ftutt ) P Y ass R State Building Coda SFT TWO 8d NAILS THIS 34mk I u regulations and 18wfu1 orders of any public soot ran. ai6'°r„o rrxry Rafter to Top Plate (Totnailed) (see Table 3.3A) per rafter SIDE OF TRUSS. 4'!7 410 wood aere4A or Iwo I(ad galea• 14.All flush wood connoeoe shall be fastenai Ridge o°am _ Ceiling Joist to Top Plate (Tae-nailed) see Table 3.3A er ma ca ° nixed common runs to artach the 21743 to the authority having on the performance ofthe with rated Iv galvanized meal Sim ( ) 1 j @ ° Pill MA to cath of t)ie fa1N trusses, wok and shall promptly notify the earne;xars� t'� aoanan° Ceiling to PanllelRafter (Pace-nailed) (sec Tabic 3.7) each lap IOTA FOUR o Ccilmg Joust Laps over Partuons (Face-nwled) see Table 3.7) each la Architect iftha drawings and speciGmtiwTe (- p 8d NAILS 15, A11 raafrnfte x shall be attached to he Figure 810D Ridge Board and 0017109 dnlal0e1n11 ClTie to Ratter Face-nailctl) ee Table 3 4) Are aerattans therewith. _ per en INTO IROS$ I t �s+a I plata with galvanized humratua Tem tY' Blockln Lot Rafter(Tae nailed) 7- bd each end 2. Owner end contractor shell indemnif�md �m mnnenors. 0aa,t� ad cool«pall.at IV cal, Run Board to Rat Poor Enclna tied r ( ) 2 16d each end r hold harmlav3 the Architect and there r 1 r S 16. All pt's engineered Imnlrr shall be zea-moan a.naa I. agents and em train all claims, aann r,.tcmim ew„4 nca°elm 43ve fru. , 8 PFJ' + installed pa-mf&Specificntiona 0 Iw.aeeam�pe,ryas„a r- damages, losses and cxpmsss including but atW eyc°eI l"^a a_.asl mP�°aa-. 17.All electric hark shall mnfmm to 14twt rev. 20 eaaa slrq o Top Plate to Top Plate (Fate-nailed, 3 16d per foot iV not I im iced to attorney fes arising ad of or c-a worm n.na a r°a 11111 resulting frena the performance of the omit ofthe National Electric Cada, Sa4aru° Top Plates at Intersections (Face-nailed) :1-16d jointP- each aid- I I provided that any Such claim, damage, Icee 18, AI: plumbing tsork shell comply with NYS _ w - fud—latcl° °, Stud[e Stud (Face-nailed) '_-1 fid 24" o.e Building Cade, FLOOR eI Header to Header (Face-nailed) I6d I6" o.calone doe, t Fl m apace(I) is attributable to bodily S injury,sickness disease or death or to injury 19.Kitchen And batt to ltnvaexbadst fan as Per ,allure nlet Jolsr to m destruction oftangible property father NYS Building Code, call to Top or Bottom Plate to Said (End-nailed, 2-16d pct ^_a4 stud than the work incl including the tons of 20. Comedic trot water and hentin to be - 3-1 6d r 2x6 stud n B P1P 8 Ftgmxa E.7a moor Braeba¢r.awnl! per r.,-.a.._ use resulting there&rent and(2) is mused in iasuleted. 4-16d per 238 stud Tylp s m� Placro 030a Rid fid NAILS 9igirso a Goble anal liabledbig whole or in peH by any negligent art m 21. Provide elate type day/night thermmtat. d©Oaard sued nas4m 4ip Delon omission ofthe contractor an Bottom Plate In Floor los S B.md)oist, Endjolst orBlu kms Trod nvled) ' 16d per foot Y 22. "Jootn and vvindmva to�insulated glass. p INTO is subcontraao, anyone directly or indirectly 23, Ent notice dean to confirm to NYS Energy caiya -�'. I+ it;;!, t,, '.._ 'rt i "'.''x 4,,,d.G PLATE$ ° p amployedbynnyofthemmindirectly I .�u� 1. . ,1 PLlI,OOR,TRAbIING _ � )latel , ",. employed by soy ofthen or anyone for Coda �' —i�a1 n`leeew.I seas d emneALL loud to Sill, To Pluto or Girder Toe-it Ell,'F17 24. Provide smoke ddvctm se per NYS ... Gas. oar.," •. t t ) 2-So eachen Bd NNLS whose ecu any ofthtm may 6L rm4blo, Bridging to Joist (Toe-nmled) 2-8d each end Building Code. o I INTO regardless whether or not it is caused in past A q I� o Blacking to Joist)Toe-nailed) 2- Sri each end STpp Simpson Strong—Tic 25. Provide(2)2"k12`headbna over any ti o bye party indemnified hereunder. ataen m Blnckang m Sill or Tap Platt (Toe-nal 3-I6d each block H7 3. All codes and regulation ofNYS Building window and dam ogerings unless otherwrsr 6'locacn I° Ledger Strip to Beam (Face-nailed) 3-16d each joist Code shall govern over all Corlstruelicin and nm�' °rmi°y� Joist on Ledger to Beata (Toe-nailed) -Sri perjoi, installation. 26. All holden 6' m larger must have double Inaaenrzva53V ^,. Band Joist to Joist (End-nailed) 3-16d er oil ;': i "- Bintd Jout to Sil FI8uro 92.28 4, All concrete to 114 a min. 3,000 psi at 28 �a a - - 1 • d put Jfuut a .• --- Nailing coma for roof port days. 27. All lumber and plywood most be de la STR'- P ( [ ,-,.1, , 111 It -_'gOO,F SI,ILATI4IAG -,:i 117 16- ' lI r t,r. II S . .-..-.0.......-�...... .......... sheaNM0M12D-mph 5. All fcuings to bear o gin mil pressure muds• ex-a Typical Wind Uplift Connoctiorm l or Ta Plater Toe nmhd . , _ � (sec Table 3.8) �•' I � peak gust wind zw lot 28.Opat n mann Parts use shall include - pad, h . . --- r ,. assumed boring opacity of2 tons. t emergency Structural Panels 9d •..... ... ......................... b doonm 611 afatndows located ftfuN Diagonal Board Sheathing 6. All framing and sheathing shall be grade Detail 2-Single and Oonble Wall Garage Portal ".l , oT�abob�. ae to armed.Such Openings egren to legal uP6fl mnnecldrs m is t i.,r,taauanaan - " . . . - - - - - 3-Sl er support , ��®s�d.d �8�� ® �� I x6" or I xS stamped cs Such cogs shall not 1. Beam to support 1 IID or alder . IP PI? - �t ......................... PPOrI Itbsiand support Pot lO lDundabM. 7. All interim partitions to bear on double � oPe aY mdHCM ante juslil ed% ° 6 3 Sd per support Impede egress m an.me4grnQ',shall have nkulmians. a I Odor joists m as naiad. . . 1"— -----eoarr�a..s,ra 0 a minimum noes of5,7 eq. ft.with a Z This devil relleca lateral load requirements of a Sill Is S. Floor,toiling joists to be Douglas.Fir, Fb minimlmr in het t of24"and a and Double Wei Portal system.It is the designers EILIPIS _ l + Yp r - 1 •'LITHAVG- ed cnolets 7 acre/ 1(1 field opening g6 C. Y-" - G scan Wallboard 875 E- 1,6M or Tea Join minimrmr_ n width of 20x'with bottom responsibility to provld4 a complete load path for I GIST r =, 1 _ .,,� r , °�`� O , loads with theins of The Scodan 1 "m°=�•°m• I i �'�, .r.: 31' , I1 ' 91 -SF I , A All sub O or ng shall}x CDX %"min. finahah Oaoc nln I above 3 de stories. 3 DauSislnin hle Wall Portal va nes. \Y Aad"ry�1 \ ll i mer o m° Stnncm l Panels " © © ' . /. .vn.aomrn.n vin®hweacr genal equals the sum of The SMpis and I . 1\ - - ..---.• --•.•--•.--'.... . [hocking, Allglued ed d [ole sew solid gra / 8d (se.. fable 3 9) blocking glued and nsikd. 4. Allemale Installation.A girds lets header 17117' ere= '� Fiberboard Panels 29. Melt tact is n x engaged fm s pt v soon to n� P (' (/� 10. Wolff sheathing shall be 7/16"min. anyeepaciry,unless notedehen'ise. III camber)mty he substituted for tyro neadas 1 �1ii6P„e,r,m,ry i1 �l� shown above.Thainksl0n rating for this dmnoition :( nr>-v.xm J'` 11i 7/16" 6d 3" edge/6" field 11. Sheathing shall be nailed per the 30. All glass within 18"offinished floor shall may then be evaluated as the sum of the Individual 25/32" 8d 3" ad' /6" field requirements of the New York State �safety glass. hall foisr)ratings:Individual war(pier)rating's for S 11 BuildingCode. 'this condition may be Whoa as hall of Frank Double : �"'a;a'M— I(1 r G son WallGoard Table 12.6 \ yp Sd coolers 7" edge/ 10" field ZONE T ZONE 2 ZONE 3 ZONE 4 Wa6 Portal values. r Headboard Nailing Regmmnal is ter the Shutter ❑ tion - For 120 MPH Wind Zones ❑nl 5. Longer header spans can be accommodated it Urger mace. Q � Sd (see Table 3.9) P Y headers au used Such that erotica nl stillness is nmol Particleboard Panels Sel (sec,Table 3.9) Case Study Roo)-12Pmph, Field 8'O.C. 12'ae. 3'o,c 4" o.c. equal to w greater Than)hal provided Iry the t' a Diagonal Board Sheathing 3-sec;Peak Gust,12-latent Note! The shutter design shown These shutter designs by no means minimum header and maximum IengtU indicated, i I"x6" or 1"xft" 2-8d per support Thick Rani e5nh pod !'tint Edges 4'c.c. 6'all 3'O.C. 3" o.c. herein will provide significant represent alt possible workable designs 6. LTP4and LSTA24 (L'allbyoless)ammin imem r _ rn p pp sheeptanO protection from hurricane force and can always be upgraded to provide regdnmemstominfirsthe alloo hl bads. '•-" ,. - 1x11(1 ,orwldcrll-;f,y„Irl 1 -.,",i, ,,,,-,. { 1 -1 •.-..,,;v .I' d per support comasIlails � 8 l'i does nothls Is a lndude alldeosslble It even greater margins of safety and - FLOOR i , .,. .n II , 'f. i,':II , ( ,,,.,,;! ' �o-, Irv'11=LQG}111��.T'iBlTITlNuta,l:tryl:I �'il 111-'ojt I��, ��"� 11w1 I, II'1; a.I.;;�^;I' l°�Ilt�f_r„i- 9 Intended to be temporary andmountedg JOIS.T F r ”- - system all dimensions to Adesigns are l based on oedesign Is canals Figura 12-40 con shutter, anchor and fastening protection.g pressure - — shuu.mltl Panels t0a 6edoe 1] field Link 05—connection of adjust systems, and the Installer must and removed from outside the building. CLIMATIC AND GEOGR.,*I'FbTC DBSICN CRITIsRIA 1 sd 6 cC atel thin) l" edge 16, field Window header to exterior blood J,�� compensate for particular capacities only. Diagronm Boed Sheathing wall. Ground snow load 45# Installations and hardware used, I"x6" or I"x5” 2-8d per snppclT Wind 120 mph "x10"or wider neo Slxrd P 3-8d per support it Seismic design category B Nailling requirements arc based on wall sheathing nailed 6" on-cinder at the panel edge. if wall sh4tthing is nailed 3"Dr-center of the panel edge While the design wind pressures are g g ry based on ASCI 7195, the building Weathering . Severe n to obtain Iugher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, owner/Installer must still carefully Link as Frost line depth 3 feet shall be used to maintain the load path. evaluate each system, and then If t"I 2 Whlcn wall sheathingis continuous over connected members,the tabulated number ofnailssludl be p.:rnuncd robe rcduccd m 1-16dnailpct necessary make any modifications Termite Moderate to heavy toot. / consistent with good design and building Deea 1 Jaae Y Slight to moderate . -- -- ---- — - - NMdavN oder practices, s Winter design temp. 11 B . ., Roof Sheathing Attachment Requirements for Wind Loads Sol"��r°a"i" SIn�" Iee shield underlplyment req. No t " TA13LE 3.8 I. lietely Tables; 1 and 2 m the Ixagn Flood hazard No s Jo sr ' CaL44emtimm section m dieeamdntQ flGaai1 [ar:,r w:nas aiQenm arc needed.htadl aHfac as 84sa1T8e En9f�Nf4 A/TACY,aYd1t-�t12WllnlD - �:n J Inn Ilu o„rw ,v fhawn m Fgtlm 2. - MINI.'V�TTl� UNIFORM DESIGN LOADS 4 � Rafter/Ceiling p Ceiling Live Heel Joint Connection Requirements APAStructural Fall �@®B'18i®P �t)tLLB®6t108i Requirements �teP Wind - Exposure vauudmeAL vunn'I u,sc for 2e st Roof Live Load 2, tax Al wood nn'annl panel,with Table �g +p e r c P r: r n r ��-,t overayin �� ,,sr--a2 h4 1414"x24"STRAP gable Tea Dcad LO]d Assum ions:Roof/Colin Asecmbl DL-B e( s,hr,nhmg4m.one Ruftirfmss Spmnx bbumom Nail Bpecmp for Rd Common Nod; Table .3.1 ^•ate--_-Y Live loads: ri,nn�.,,.r., oan,e.:. ,,.r) Orient tong paw aide(94"0 tea of cat if aasirea at 16"0,c. Three second Gun the PwW a ithollan in Ft"2. Rooms other than sleeping 40 psf wads 6 65 90 lea no lz0 uO loo iso n'ehma,n6JgezaIle 12 F 6 6 6 Rafter Ceiling boisSg® F�pPla3eSateraYeiia9 ReLfsniaa! PilSRI(ftI ° • Sleeping rooms 30 P�(aro ) 16 6 12+ 6 6 6 6 h' 6' Shear Connection Requirements 2 1n 'R 36 r, 20 25 3s 3. Ua a Moe(brad air MlslWrg[Md m t Heade Re canal Ca OrCanmetion fl&.ch End of Y•eader bs. IJ ° ,;, Decks 40 1[aars� 5 - 2 e e Q�reSCc'iptlY/O Ai$eriaaati4fe t® 3al7le 3.v') a.rcmr All R.,aretrlmnnrintl6d Re[aircacaP,=ihetnem,ninr lacca the femkrg behurd the wood l l , Attics with storage fR7 Wa '•• a• 1.• u +• 4 1,. >,x 34 6 6 s [' 6 a a' 4, slope s,cnn, caninan'40” ItIlIJofm ca„n,,onirdb:r:... aiding, The raaile treed m slush the ' e g 20 (R.) U L U L U L U L U' L 0 L U L U U foul Ya "DLA.SILL BOLTS m, lnrzane b 11 6 to 6 12 6 1 Faae,iI wind s rearm h 1 1 a7 79 62 ' 89 93 109 127 172 161 157 207 •185 251 214 299 .246 p p ) u { 0 R ul 1'0 176 az3 mol eh11rH and dye finrlltn maR Ill[dtL e 1 I @ 30'”Of. :a 6 1] 5 u 6 1'_' a 12- 5:13 16 ; 3 u I{ 426 766 Ions I:n 9 174/ '4 4 157 123 177 186 219 253 263 4% 313 417 369 592 428 599 492 _ Tables 3.33 90 con no 120 11 7 11 16 21 e40 1151 framing m 6e Andy eframi t. I 6 141 237 IBS 266 278 328 331' 397 69d 4]2 620 554 737 6d3 647 733 ___ - - ---- In i - [ `i - _ L . 6 1: _In .n2 617 sol t StrOn th axis 1- 6 12- 6 n Dead loads {soleal weight oar r,aerials) 9. Nall tddrrr0 m rhe framing With 12d 771 n3' Sl0 5.9 651. ai 1195 90.3 - - .. .. . .. _ __--- _'' -. _ . "_ c.,i.:r n'JI:!..._n �1 iu,bci ot:'�J' r. ® IAB 716 246 354 6 ', 510 A16 i79 11704 8' 3ne"xa'IanBcrewa 12 - - - "''ren Rc 480 of INs- nelb lJtt l�tmils for shim ova Floor construction L0.7 f 10 235 795 108 43 464 347 637 661 en 767 1031 924 1255 1071 1494 12J0 I c,nlc Lndu al li,nc wRi.kc lam � o x { 4 �J { I Celine lo,zt (ft lfnetmilnp Re[ ued in Each Rafter 2s 5 0 ¢ If, nR'! 0'61 I2±-I 1000 with/end,rwashem 1 4� � lu Well construction 9.6 12 283 474 369 531 557 656 765 794 992 944 1239 1106 1506 1285 1793 1476 Spline olid!..Criiinp Jou, ,_ y - ; 192 i:IG 494 ha0 3/4 inch thick For sponte up m 5 lett, FOUNDATION TIE DOWNDETAiL (in, 1. 1 op elate evcalsin," 12d Na,le 6"oc. S�1e 1"v 1,A" Root contract-ton 11,3 14 130 753 4JI 629 650 765 892 926 1157 1102 1446 129) 1757 1500 2092 1722 huARl7sutAi alms s.0 m , s 0 ^ii {fin ns7 851 spare t}1e mils61ltd[ra e.a a[rxfi 6ilim. 16 377 632 492 708 747 874 1070 1056 1323 1259 1652 1478 2009 1714 2391 1961 m=ature sty RuhMII..11 Spann, slinl[nu,,,Naiahar m'An cu„irm,t'Ninl.01717 snppm, 24 .1 hl 11 3k4 691 968 11180 2 70 79 97 89 Ida 109 202 132 264 157 332 187 403 214 484 246 (inches on, I: a-a 3 3 3 1 C 3 4 Ia7 '_{7 153 457 OS'CI5 salts #U4�im 4 139 158 187 177 290 219 404 263 528 315 664 769 810 428 967 492 7:r_ i6 3 a 6 IR2 319 -tin Eos o.r,aftarchahun- 7a mal 3W Snow load La15orlxssnrarnvn; 1_-10.2 16 .A 3 ] 3 _ J w9+ 706 914 45 psf 6 209 237 280 266 dJ3 328 605 397 792 472 996 554 1215 643 1451 737 - - lu 5 4 ' 5.Ansh the ahuaela vrith doillbk• FIGI2 a 279 316 374 354 560 437 807 529 1056 630 1327 739 1620 857 1934 984 ,x10°' I,,.rrseec°"'' vu,:2 ` _ 7 e ° , , x im 192 'a 456 2a S 3 4 '),I_ 16 5 3 4 i Id" 335 is, -113 rAa1a t 24 10 349 395 467 443 725 547 1009 661 1321 787 1659 924 2015 1071 2418 1230 21 ? _ J r: 7 214 114 son 712 Incadadnal for�dWer partia�al. 05[MiMATTA;Rrrxt%M-IFFIRMAecollQuislII„" alAatlatrf4£YFliiIYlTitt4lrS1t+iaNttPi L - N.,l,eaLnls„1ortoedg�,Ino'' 111 , 4 5 5 12 418 474 561 531 A70 656 1211 794 1585 944 1991 1108 2430 1285 2901 1476 F - xail xpacioa aunteiumdivor.uppa:,;ill rhe pond held o:, l 1 3 3 t 3 A) 44 lob 'm rBaree paprc,pho.aallonandceficen 6o.l°I 14 OF 551 654 620 1014 765 1413 926 1849 1102 2323 1293 2535 ISop 3365 1722 1212 u, , 106 19] 274 355 lP' 3a eeld 3b) lhz 12d nods(m rHdlest 5A APA te[aa Aelsol[xaab rPoaimaax ,as mph trea:a vend APA structural Panel fror roil chriuhinGwuM1'm4lrrr al the I• + IdltJtea up ED JJt klrh[krktt and I6d E11Dr7C•n AIIAffi>.4gti-TOP SF"ar G°tarpr V•."-igtdl2A'e•r1 Sla;aav 5y*en ml�a.kcfgPa 16 358 632 748 708 1159 874 1614 IDSA 2113 1259 2657 1476 3240 1714 3869 1967 Ptlm,c cr n:,eoF,be rnat,odudr,g{th-mrnrh ado„t[he,vutpraA.etre 4in,t lud boa nulls shall be ural lu be xuhailutN fh,FJ<owmon nai6 3 d n Ifo ]6g :II' 533 pn neer cdyc>me:uwchinan nqultamvm.ao-aceel Pen nwl/Ear eltwltra over 3/9 lrE[41111telr. a22s4(If needed) 92/16 1S 30 0.5 2 93 79 126 89 4 198 109 277 172 764 157 459 187 561 214 670 246 - Libulalad cloth a.e n.iil.pa:ine es.[van,I,cmlm,p,u,acoud uuanaluua tr.unmueembeu nigh( 1;.{?. far ft 44ha1 ceiliuyJoisrs vin mst[illd pon:tld mraflers,the suninfd,e tuerui6 urtLe rafts avd I:vainp regmrcmon¢:hull ee nr.,i,,,al lo,rc mlu.nl i5f, „n,nh err Juubnl Forf a q arse, -- 1741+.@ ..loll lI 042SCG1.-9.rha n„ii, eilnF:umahalle9ual o, ezceedthetabulrrtnl number rl uni lerrquvad. ' lice)yinll cumi¢umi,uenourgnaed a,he„he a der lv nuppoar.I II a Ilteil n i rt:wall,heJder 0I ndye be,,a. paras P 9heL � �� 4 lab 158 252 177 J9d 219 534 265 72A 3i5 917 769 1121 428 1340 d92 p•r'nc:+),all ka irdarrd tr6md,a:air - I'n vniJvtllnu,• ne come thnnllaenalk shall be mslad,C in e:Ich.arle nl'u mllur ur wh°n m[enned:.ac.,u"'i,ul Jiv,nilr, i, viarA by cement gnlrrn nnhmtrnt k:adhelnn-w11lt rhe,nhul,ae.l limn hint Cut aarsvrtl ,: it,O .n„c.n+il.. ” I n", I • 6 solves 1. m e¢eit and� 4pj10 2 35 0.5 6 279 23'.- 378 266 594 728 832 397 1092 472 1376 554 1682 643 2011 738 ' ItJ,ul„ r,:,ax ara,mm vneminna nnndmrlm mgar;ln,..fnnnm;mmnMmvi,h[�17,,:10 Far fiun,a+, soon i�oircmnrs hall ne [.mmetl mor nJuu it a n.,0 In,he,educunn m, a Q tit a11U71Cr —.,b' _ embeu+ntll dd_SL:OJ1.ihc,,,al,pmin�sJcJlhi.mdu.ut:u )tally,u;: 20trenvist,thrntumneJ,oa;,-1 lop plum 0173 tocnaiR in mchside when Lv[eoetltov a' 1 r'' p +pa:uo y pn 36 8 372 316 509 334 791 431 1709 529 1477 630 ]834 779 2247 837 2681 984 1111 ahahaed4ld,u c and. le ,. ills na rwchrd lu rmlclhm„sols Il , Ila) ''_,6 taF P,me. c„Failtlllj(ri ill min Tin u,vpliortai wit:uelor [Iits lna,r,,rl lIllly. F 'i b.n '.uh C_. {,. Eu h.m,ne Tubolnr5 ,..-Ij[nntmnnecnnn raq,urrmrno a,a,mrcalLiC111=1 orlslabe.;utd oclnrtheh,unlnof the nhm q,aec Parid �iaane Dser9fm,opset Mda t smengeh axis Idt7 — RdM awl 48(74 7A 40 0.9 10 465 393 670 443 989 547 1386 661 1511 787 2293 924 2803 1071 7351 1230 mrmbn= n'rhni^sG<i)49 all nml.,uidnu sha!]bereduccd,o_ [ndle.ac wlmnmifmloiv,orrmcnm.:uc luom:hlnallei inlbrsw,pea.d+emP01vtt1 heel loco,omnalmnr lunrnn:n[.rh:dlbc 9 vrelzm oc. of eailt coil D! ehtxeck In d•cr. 2165 944 2752 1108 3364 1283 4021 1476 the I 12 558 47d 756 531 1187 636 1651 794 ,ci.n.ca 1,.die Idmwinr,mewl., 1 1 I^dh a,4'e<. Ccilln_IIn51u 1 Rue£Ridue lk,glu hell loon Pu„nu6111 4 parer.Halling the pend mrrm Wsar md'raS r ad,wah eaW 9ase 7A TI 1.5 14 651 557 883 620 73A5 765 1941 926 2549 1102 3170 1297 3924 1500 4692 1722 ,.,, besmed ofjtest[till tea oma' ,vdn funcow t 1 0 .ate 16 744 632 1009 708 1581 874 2218 1056 2913 1259 3669 1478 4485 17id 5362 1968 TABLE 34 Ridge Tension Strap Connection Requirements F•'a1r^ n X 1�5 I�aekng 1 7AmE 7 Tabulated luted latent connection to shall 6e fitted to 6e mahi lied 0.75 and 0.92,loapaXiva (or homlo Itoi ls:ated ^”` '`4�1 Till Ni 211 .s 00 Fink de®altmr pd is0,edtellai¢etel�h, 1 i r'°•aTa L Commictar lalerai food(papmdiada m tb„wall). ,l4 {.00 aw a3 3.00 6,' bsstsllnt hm,n,u„cru,!man; rnar,naar n',im.pem coupe' sc z00 eh�mam dritima aatnn l= 1 1 CYMATEO Oer4PCTItN4 AT 7 T P4rP1 IRESION1 Y41r60 SPLEO AT[5•FCRIUM I rcgwk IDsn perm p t%' respectively, a x f[tan$rttltlen$Iromt8146 Ai 161n(.PIZ$0.4 � Nnmbrrof 9J Cnmman Nuileh,.00h na IA 1311 •fsa/ailsd All makdo&=epmb' g I 1 within 8 tett of building comers, u my Inn In vo Ivo u0 rn uJ 153 this d AO ab.°.mdms.:dl 1 I APA P°r,W A enachaele 5lwrtar spar(Ell 2 117 G' 1 r Tabulated Gaming loads asi:mrtea building located in Expoxvre B. ,mo,ro-ch Roofspaa�nl v0 120 Idako emna he a+�d, t Spm r vb4A+fr6�n. 1 a4 76 ee 4o n e4 06 a Tnnulated uplift Im:a e.wcray ai aiJe_e requircmd,n assmneara0fatad ceiling anemNy dead of9psC(0,6z 15 psf69peQ. :,rad a,la,+'cn yatrsna0"� cam,rr,iun colo '� • III0 ul 4 tnrla 2.5 0.2 0.7 0.3 0.4 05 D.0 - a says supporting Y 8 P supporting Ill t 7abulnM uplift loads are Ified for beaten aro roof amembl , when calculating uplift bade for lnadm 9.A'aarfaba6taadaar9adtra' oerdtmild I 1 8 , 13 la 3 ? J I e,- !a 525 -s{ 1 hada,the Inbululed uplift loads shall permitted to be reduced by JO plflimathe tender open rot each full well above. In S 4 5 e 316 {I6 527 as rIIa nw.aiusd f34 anaa9,tla sail i4AS3Frt31� I I a atrao t9 0.l o.l oa o.z D.4 o.r 1.I cn 1 5 0 7 ,oil 519 6n nm '�^N i d6,24 3.4 d., ai na 0.6 1.0 Window Sill Plate Connection Requirements for 'Wind - Exposure 13 5 11 n I,�/aH Sheathing Attachment i�r�quivegugents for Quint Loads S. tuilms are to he left in Place, IS 14 3! 5 7 - - fi,] 717 Ia51 I!al usegalvanizetlnai6andnnish I IlalRr as 1' - 7t'_ ., I,U. ut] da« 4.a a., out a3 os Ds Table 3.0 TWccsecondGust 4i TABLE 3s like siding or exterior trim. 3larrt¢n arirxec4tr4y-e0eoaa - WiMS d h 87 90 - 100 110 129 130 140 150 ala n _ , l "1 '.al 31'_ ]kl 12tl Daublebeaaetl p�° -(16P ) I ,. 16 ' ! J J Sa 35171 4I5 510 pairs a'ac.(nallsat 4"o c.if shutter is over s• Window SUISpen Reclaimed WeillC,pel of Coaaedbe at Each End of 1114) 3 s s 5 11l -12 s_'o o,. Fovraet-hfile Wind S ul (mh) e4 3 4 5 6 va 1114 62. 765 9U IUO 110 12£1 (R) Windom Bill Plat, bel l'7 nA .1 6 7 111 -,7 x92 _11 4. --' 7 R cp4 6J'! R31 II,PIiWindow,and glaa9 protection nhall meet 2 79 a9 109 132 157 las 214 246 56 5 s 566 -u m5 „Jv + e C;>_� W)1VdDD�110nd emLS� lT'&8�S Il'E 2'd 7<�1�1 ASTiWE 1886-97 and ASTMS 1996 4R a sa m 219 ms ala 369 925 492 6 237 266 329 397 472 554 643 738 3 S 45 l9n e0 195 gene 5 316 JSd 437 529 630 714 237 989 In 2 ; CS1fI FTUR E 57-]E�THLVL or PANEL SFDN Y PDragraph6,orgtnacturalshutlerswith 16 , Ortoeh rad hardwsm provided. Detail, mad 4 , ,aI m Orn .:91 + Additional Notes) �— �� 10 395 443 547 661 777 924 1071 1230 =4 3 1 4 5 zea Ian 41t 5sn - i shy a r asce0d l he req Direrneata of New York 'e ? J 5 6 ol, __, W, 61,YSheathing Lacaaon: Stud Spacing bivennum Nvul Spacing for Bd Cunnnun A..ils 12 d74 331 656 794 944 1107 1283 1476c Ice Protection - The roof of this 7 6 lLouan hs,e.ta hes, nrl , ., State Buildin Coda a I1dowMa. g /4 553 620 765 926 1102 1297 IS00 1722 16 J e 6 7 454 sen 17_17; vel e)� . 048h Fur structure shall have on Ice barrier that coil 4noe °"a 16 632 705 B74 1058 1259 1478 1714 1966 4'Pd Yone 12 6 12 6 12 G t2 6 12 R 1P consists of a self-adheringof mer pwaa4•ea ram Tabula ed uphFl and lr eml<oanee w egai gimmes da116a C 3 13' rub P Y ^ - - m -s 'sn ic• L6 6 L^ b 12 6 I_> 6 La l modified bitumen sheet In lieu of normal o Il pamnned to to multiplied by 0.92 fm I'mming aotL witNaa In 3 1 s feet afbildmg comers: 3 1 5 '62 ,a+. 131 sup 2-4 6 12 6 12' 6 12- 6 6 underlayment and extend from the eaves t� 2 9 1 4 . 5 306 391, sn, 6,16 John Morrisey e lhllkh Toly I.Wfrareinglmd+asurreobmTdin4l=n di EIt reaH, - ! 4 5 6 350 45' 17i 1704 In[cnnrlon< 12 6 I^_ (i 12 6 12 6 1' edge to a point at least 24 Inside the 6 393 J 647 4_ New Residence 16 6 IS G I2 6 13 G I2 exterior well line of the building. 1= '' 'n '=' 24 G 6 6 z 6 z= GreenportNY ifi 3 , IW _I5 "n7 3.7 Rockcov Smoke Detectors shall be Installed In the -a 4 nos 156 a31 'on -.r 1 2u, 520 401 ,nn following locations as 1 367 466 ! w +ze 420 las 654 BOAP,DSHF_ATHLVGutLAP SIDLVG Drawing Titles 1 — In each sleeping room Additional Notes, "1417 ,n2 2 — Outside of each separate sleeping Bathrooms — Shall be provided with T6 shrud,ingsiwn send spacing Minimum Number of 8d common Nims per Sul•purt Light Ventllatlon and Heating aggregate glazing area In windows of ul:,lr.Ir°„<°” I.,h,,rJ:n,nelnP,mm,,,a, l:1717<+11rm,emhlyJe,ala,,J,,,. , 1ar•n. ) New Code Compliant „"Len,Ahi,ln,ra i'nin "'rrn'i..;h reI.llzill incneS.O.C. e .,.h 7:na. , tee da,r.vi'"na:,d cad a,�,.,,a,,,,i1,n_,.a+:,°la lust lxG or lxB Shwuhine 12-119 0 ° Details area n eImmediate vicinity of a ,Y1+rn.calla,, a.narnoi ,nJarznan.aaamh; Ina.nmmrnnnn ,I`i°trk::,d ar,l,s.nn�n1•m�J Schedules bedrooms, All habitable rooms shall be provided not Less then 3 square Feet ( � n°,r,,,,,,,b,..,,„Ia,eJ"�mnrra,s[lna,t,i,i ,•nd•,-,,,, I:tlourl:,rgersneaming 124 s :, s 3 — On each additional story of the with aggregate glazing area of not opening unless artlflca ght and a r.,na:u,ra rams,corn:e,on,rr m.r•r er.d a„•I"ill"Ia 'I'll" fmm(o,en[naeevmr Tn.,n:3,,,ud:.Flasr ® construction dwelling. less than 8% of the floor area of mechanical ventilatlon system of minimum inonrl,ei,,;arr.wF,:dFc r.d r,.,hd... ubu6artl o,lnr[hy 1713 iM1'tvuynaa wl , IrrM1Jm, Ilam n'nlxrnfnmly� ., ,,. .uw„ Iwdwnrc n req.um' o E - Nail spacing a[panel edgrs (In.) ® permit such rooms, The minlmum openable 50 cfm for intermittent ventilation or ' T.,6„Ip[vi„��.rib«[,a,r::a.,,,.a,wme:,m.nn:anrlie,G„I nr,i,rrl Far„ea„n,,,1,;,1-m.nr l5 rc¢a,lc„ Iha[aln_Inr,, •..1„«,hml n.eernmrvl,a ec lament.,,by o,nn F - Noll spacing at intCnneduate Suppons In the panel Field 6n.? Carbon Monoxide shall be installed on all area to the outdoors shall be 4% 20 cfm for continuous ventilatlon is do not scale this print, use levels where sleeping quarters are of the floor area being ventilated, provided ,6 le, For,wilisliclfingi adill cin 11,e4f,raLdoeIinlachmentre„u,nona ossiallhea,ed. located and In accordance with Article 10 aTkn1a,dl2inhn= nailnpalen, an men shemmgartacnmlenuafmminamea,nel3rla,c>_n.49. rnJmingmemher.; figured dimensions only, See each room In plans for compliance See each room in plans for compliance ` Ill, Pil ”" 1 ;3 'C'0 101, , of the Suffolk County Sanitary Code and nm 0 42scm a9. he na l apnun s d,ml be,edueed in 6 tache, nc A - N C the Carbon Monoxide Alarm Standards, Forr,I,ur, .ands,mn fl galvanizedboxintha11bc atmeaNrYm dmbesubeulto,tntnnniadd, sheet number file number 3042 T.. ti?_ CLIMATIC ANC> ,r 1 GCT gRIA WIND SEISMIC FF14i` 1 IES SHlk,f 'Sritl. SD" pl °�It+t LIMB �7C {. IIIEiII: ''( l FMtIJ) CATf?CID1r �A X� lf e 141.0 _--__._____ -v ' w _ &,4N 0o ORD. TF-k mw 9," G,C,e; Z)-A 0, 3L C'}VWT - I 'MAIL 'FOR HOMES MWN =1lVE f! *4 CEDAR wINDOw TRIM - - - _ - . %V41�INLESS STEEL EYE-HOOKS O 12' o% _ • •+; • ,~, * • •" ~ * , - • • •• •`*• a • WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD �•' FASTENER SPADING(INCHES) ' ��>��• SC — lip / �Q f' FASTENER PANEL 2'S 4'< _� i — T� SPAN PANEL PA NL PA ___ _ _ ..! 2' SPAN Vh 5PA 5P r f 242 "#6 �, b� 8� _ar_amt,.• s , n. _ ._ _ • ; MARINE GRADE WOOD 16 16 12 9 4 a •'• ' • •• .. • . •. .• •. PLYWOOD A SCREWS p - WOOD 16 VA 21Y#6 16 16 12 - `�' PAW TO BE 4'LARGER THAN WI DOW 1^4 ,1 i .cam �u/ t i _ _ •FOR SCREW DOWN SHUTTERS ONLY ° V 441444 1'GS SII Alb 'Y vI 4 o f STANLEY 81-4500 " 6•f� 5.,.7 -. -�I : NORM PANEL HARDWARE - X 4 Ip .Pr4I�I�ir11,T l01 C/ Q 1 11� +: >yj _ -- - - M209 4r K 0 r II_ V 044N - N • �" r ,•{ .... ;, I J tAM `LVI...T P L J I-AFi 1.�� -11F. 4 OF f 3 J4 ' ? >41 t4 DF Cq ; ., pGii Ii;tG - . a� 4a!471% 23I'all do All `3 z> rt A ry 1 It Eagle Design Associates Architects �JG�I. /�'1 4' 924 Newbridge Rd,Noah Bellmore,NY 11710 EDAR 516-731-5506"Fax 516-826-6368 I N 9T 644' .y0 DATEDR.AWYNCi NO / ^,0 _ !o'3�•D 4i 4 ,a(,4 {i 160111 2Gi•o is i 2=3'122lo _d W11p, Of �." 0 (�� '"sPu 'I l,fkuN: 41AQRa (2)2r�xh.a`�Ht. --(21 N4 vc. ilod to� t ;1 !;a.�►: :81� .... .. ...... - - -- -4 do 8 N�St. 1 ty sip _ _.. .. ;. 1 AA, , , , i vjfo 47 It MMS ; � �i .�4.�h�4 :11��D�R� 3 �-' wA�,i<✓ :, - Q,. -- I � 1' G Zvi.'" via dpi, tj. 41 Xtz�atr d _r'._ HIM 8 NDS �q� - �' (21 Z�*&". „:: �, �j x$ ilo¢.• �2 a 2r!W KDiz , „ Ci D.91,k: o 0 UF R. C Ito `1,811 9 ► %lip,li-; - .�tl 4—j4tt w'-$� !ot•$rl �}'•4Dn Ir Eagle Design Associates ArchiLag 1: tects 924 Newbridge Rd,North Bellmore,NY 11710 LOO� ii Q . 51&731-5506-Fax 516-$2f-636$ DATE DRAWDP NO C 31411 t. its;� !,41 3!-O g1.2 tit ROL- • ar , o Ii"4Y'V {fGf TY4. j X440 .4 } . , Ali kh --N�4 46 4CCA'�41BpRA1 -4W4 + Pa. Qj f-MA4 elm _ l�ly � GAM.Lv1. UO Ej i-1, J],a lir k: N K DIS. 1 4�0 2d 4.R _4-M. i.v1. -R,tCYntr 1&k. - - � 1 - 2qVC Ca 71 sVo- - % .._. .. x dq�► �'�cd Irdt t ti NY F 11 ze 4. .Q - _. XG 1 i nd 1016 It ---------jP--- T it �- II ►,. 11. 2 1, it Ai.� 4A LO Eagle Design Associates Architects FQ 924 Newbridge Rd NorthBellmore,NY 11710 7 a Ck, 16-/731-55U6 Fax 516-826-636$ { .4, IL 4-A IA DATE DRAWING N (�( i p GrsF�'j, POO, URT {�1�t3u 210 '44f 4M .GvG _._ .1t1`f1L1�- PQM• � , --- '-�--- ______�=�- ,' - -�-�Xa't� SII aG' �D �Ga� MGH}7f�E•fU�AU ptipNAL'f I /• - �.,.�—...-------�-_�_�---_ 5/811 GDX ;5��?:N.IIJG 12 € _ 2ttx10j1 La'.IG11 D�• �A 'C� S 117- MOM ,� :211 sr, $►t Ga 1G110�G. G►:►t.lutn �i�►h1� 10 �•. n �t 1 - '- �C..�/(I►, Y�S '��1 �4j�i i ��✓ ��M�I^ �1.'�(J��F" -�11� f� 1 �� ' -x/211 G4 I� A.1 N 1tJG. {r W 901OF M-1 11 a t►- WOO 0TU91v _.....,�.-.�....�.--- � x� C� iCi D�G� ► fiiiX y4CT'!nI _. � a pLY w(XJf� -15 I�Q►'(T IMegt11r. Z�Ixb ►lo+' o.41 �b►�"I• y . -: �iu�a l.00t� - �2) 2.0A4"" Tor irLkee, - X11 x 411 ,yiGl. Pw. -- 211 29 41 T;,M- LL►YC�LSN- . -F _ cv� 2.110 �/ a- 2 l.bd 4 W& I'M( G 1!• AG. /q a (2 LI 1u� `v � 1� 1 G►� p,G.. o. 1 41 v OF 3u t�GfiKls�lG GN ... .. Itxg11 GGq DFGk J Tpl �14C�f5 �-CGi►.d.G _... . .. . __ . 1 T � 1611 ,0z' �3) 2 x S G.�►�+ 4 3 2�►x 11 ,� 1 .- n tete E GoWE� �' ,_ -_ �x ►1 �►- - �at�i'l�a @ lG M GAG� _ `` � u D,v�!• W. �� 1 L'C F, , n -2 T►•�Vii., �'�- K.36._._10.94 1g, ►1,, )i 20 Q ' 11 t:�I uG, • 01 Mi.i aNGI �iCrat?a �' t�G1�es-��l�t�t�b�"�1G� V!1L�1�tr G��f W1M:+A'94N 1► 4 "14.14x. 1t G 1G, fOOT14A 214 V. X46- c.o. Go, GA. t poe TO Af y�w�R.G1 N� A 6 2AMr © 0 5�a1,S � T t I�ATG � T .51/211 x ,. 1St+ P C �. t:� GSR � ,x11AA1,0 z 1/2t1 &-P K'`�aNt'sb►'(W9 — ' - X11 A :-2„X 411, a IG11 ►=d� WNP, OTIAt' t 9u��t.DQR __.. _._ f (j) 211 x A a •dap Pi.l_ - - - 2�►�c A t1 hat• IR H j4 W Ot:Ktt 191, GPI WAsi9 3 I.-4 S�.`.I. 11•taUt.� �r1r� � G i1a110�G. :i1;t7.ci'at�Al2. yN11�G�1,�h D. 13C®R 2nxA11 X411,0, Waal, OTUVO + 1ti�� (2) 21411 Tor rL. �� 4_ G4t1G, SLA$ _t"ff. '21►x 411 tOT. rL _ _. LxG. 4VItZ M 11 21-1xS” 441 AI -$16L. rL,. ' V/2a x 1za �' II1� �t��MtTt; �C11tsLD _ . • � , G� UEa e�Desi Associates Architects 1, 11 924 Newbridge Rd, North Bellmore,NY 11710 -t 16-7331-5506 Fax 516-826-6368 45 �/ irk DATE DRAWING NO SCALES :, ,.,...�q i f 1 I ,.,.. wL1 Tar- i-MAT 9L - _G Et1.lIrIC , 1 LLLJ 1 i _..._._ - ------ �irD G�DAtZ o 1 4 _ - �T:=RSD !E►DA(� _ _.__ 14 OT-1 1ILI ot to Now Own lR1 _ - ,. tooIle . _ 4 V4 11 rl 6 if Po L4 : , vf 0.�t Gets , A G:>aMGU11 - , - j f LL I _. , M ars dZIL.IBJ G — -- 4 G>;I I. L'LL-1 Lid 10 7. VA 11 IA H T "�L , y K t r/ l • _-. GlY J. i F-agle DesignAssociates Architects Rs 924 Newbridge Rd,North Bellmore,NY 11710 � .-.- 5'16-731-5546"Fax 516-826-6368 - I $T. '!- ,,l� 'lam �,.. �_i�r�� ..r..-..rwou„,�ya•.a.._.._4r-�-.,v..._.�-, _ ___ �'�w.^s_ ,-' -�'�S,T.;,,,,y-...^'r*'r -n.v..•n...alto—i..:y.y,'liyu-•yFv4C3�•+i<..-.�...w..v..—�.•.e-rn.u+....._.z.r.._s.-.-r.-v..nwa....Y laYLL•V%JIINatie"arc]F, • . N' C� `_^�`-'?'^•1•..-..,..—..._.�_ Mfu'4tr.. ' v�`�:.,.•A.a-e3.. i�Fu¢ri',s3`+z�. _,v. �''?A2'y Table 3,1 NAILING SCHEDULE Table 3.4 RIDGE TENSION STRAP CONNECTION REQUIRE�AENTS FRAMING NOTE$ - (CONTINNED): JOMDEf4T�R4N IINNN CFNAW6 NIILSPAOWG .v,.w�,o ,'n�,•� :;•j, i 4;BaG ERcFN' AND CCNSW.TAd6IV48 NOT SEEN RETAINED MR IM SUPEFONSION . OL ICE 4 MTERWELD TO EE MIA =A6 PER R6072S210E DAMt'EMBRANE.IN TI4E A DAIL7EhhERATtNE N JANJARY IBFOfd1MG AL AREAE WLIEfaE • OFtILE.'CONIW-90RTOFILEPORAIP OBTAIN (-4IDEG C)ORLF.88 OR IS PoONBLIY OP ICE t714G !!A1 C \ F'antoat mile WindspeW(mph) Fmmu Mile WindspeW(mph) ROOF FRAMING �. I O R 1 . F41.I1 'APP.RDVALS AND PERAITBFRCFt ANYAND ALL GONERIFNG AGEIACIP$HAVING INE EAVicB CLUING A 9ACIIP OF WATER,AN ICE BAFTRER TINT COW816 OF AT LEAai , IlAilypitr'hON09 R'iNI6P6i7�lECt TwoLAmmOFW MA"IrC6•IENfEDTOGETFERCROPABEIP-ADNE” T ` 90 wit Ila 120 90 Ion IRI Izo 3.1rIs' .-. BPO<J9191LI11'OF 1FE c0NTR4CTO2 TO COffiLY WITH TIE R£OIDFNTIAL CODE OF NEW FMYMRMODFED BITB'EM SIM,OWL BE USED N LEG OF NOWMAI.WDER.AYMEM , '•"' YDRC ATE AND'A1.1.01TNER APPI.ICAOIE CODES,L,UUS Pol4£8 AND R�fALATICNB N TIE AND F7(IEHD FROM THE EAWS EWE TO A PONT AT LEAST 24 MORTES(610 MM)NSIDE MINMUM 7'AINONOR ItaafPiteM1 RnofSp¢n(R3 headier Common Nails oath Required Capacity of ` NfO CGMOICEtE CLR}1F?LCTION OF THIS FRa6CT. IN BOEROR WALL LIFE OF-M BULDING - end of 1-1/4"20 plia Stmp'•'• Conation(pin c'.0 a IN . 4.IHE.CONIRACIOR OFW.L Yr72FY NO BE FEiPON61BLE FOR ALL FIELD DMENMCNS AND 32.ROOF AD VALLEY PLAN NO;TO BE MSIALLED AS PER R5WUSFLANWA A-4NINS WALL FRAMING ExIstIYG',coMDIIloH6.THE coNTRAc'(OR SHALL RErx1Rr ANr D18Cf£PANCOUSAE FOR AL°PHA-r 64WAIS SNALL 00-PLY WIN THIS SECTION FLASHING SHALL EE APPLIED 3:12 12 2 3 4 4 . x37 312 394 4W4 p� PO T BASE p� ADJUSTABLE HANGIER pb' HURRI . °.. NE. CLIP EX161QIbi QDTDIIONB FROM 7)WDE aFI0WI4ON MINE C0JIRACT DOOI'18418 TO US ARYANIIECT IN ACCORDANCE WITH THIO SECTION AND THE ASPHALT SHINGLE M(SAFACRIW.0 6 a. W04 16 3 4 5 6 316 416 525 645 6MPSON STRONG41E -TIO SIMPSON STtRCNICd= I`�T 6"="Of /BNGI✓ElROFf�C0FD8OTI4AtCORECTIIESTEPSCAIeEtAl81 PRNIEDINSINCTION6 0012M BASE AND CAP NAOMI BASE AND CAP ) 10 4 5 6 7 395 519 657 807 LB&J26 - 2x6 INST;Sf.LATION'OVERPLYUIOODis 5.71EBEDRAIRINa8 D0 NOT INCLUDE CO'P0NEN18 NEGE96NZf FORCON6"461CTION SAFETY.CGNiRA01oR8 FLASHING SHALL W INSTALLED IN ACCORDAIC€WTN INE MAWFACTIOR'6 INSTALLATION TwOREortafnAmto{na(eD r L .4FE ltE6f471'BIBLE FCR NIGICOMPR✓8Ik I481RIICTIC'E. BABE RASI4MG SHALL BE OF EITHER COIRR08IOH•FEBIBTANI MAL at 7.164 Pae2n4011D Z4 4 5 ] 8 A75 623 78R 968 88U26- Z %8,7 x10,and2 % 12 ACCEFxtABLE A9 PER'MIN.NAIL 6.AL ARE -us EAaB'W718 AFE THE RrEMOFMWELITY CF TIE OINMOW.DER !•%d 1012 w 28 5 6 a - $54 727 919 1129 PENEtRATION(C-2003 Pg,1N t06NERJB11HAPMermn"ELEPORAtL MMOECTII7NB,APPROVALS,CERIWAIRG CMIFICATEB OF MNMM NOMNAL 00IS-NOW(0A83"9%02QE88 ORMMEPAL-NIfWACED ROLL ROOM 32 5 7 - 633 831 1056 1291 0.^.q.PANOY OR UJMPI;EN0µ0RUL.APPROVAL 6EIGHMGAMINMAM OF TI POIND6 PER i¢>'J Gali E FEET 016 W*M),'CAP RAS" 6DRcnnAIN TO "MwIFTAuo aOmt,Ea,nro 36 a a 712 935 Max 1462 a ALL WORK SHALL BECNIARAIEED'FOR 0E YEAR AFWRCO.IS 169UE0. BFW L BE COR�SION-16 8161Ad SIM MNMIM IAIMNAL OOM-MCH(OM3 MD a.Gd 0,OWNERS, 8ITRVEY AND COSTS AS F1:liIIR�D BY'BIILD1NG DEPAROW. THICOff8S.R1WUW VALLEYS VALLEY LMNG86HALL BE WTALED N ACCORDANCE FLOOR FRAM-11, 4:12 Ix 2 2 3 3 189 247 312 382 LE.N0 00MS'IIiiICrION OR P MOLIIIKXN SAL COI"IIM PRIOR TO TFIE ISSUANCE OF us WITH THE MANFACTU M&IMALATICN W67�IC M BEFORE APFLYSYG BHI SLEB. o rrt a. 6 2 3 a 4 252 330 416 $10 N 4 PB BIIILDMG P k'11T. VALLEY LININGS OF THE FOLLOWING TYPES SRAL BE PER'1ITIED, 20 3 4 5 5 31 s 412 520 637 IL ALI.LE"aF TORE AMIWMU7OFHEM FIR CCN87R11C'TION Pww PoRFOWITIVE AMOPEN VALLEYS(VALEY LINNS DPOSED)LIED WITH MAL,THE VALLEY 7 24 3 4 5 6 378 494 623 765 MEMBERB'WItI E •L4 A BETTER 4MWNG BNALL BE AT"116 INCHES MOW WOE AND OF ANY CP THE CORROSION m ) �� 2R 4 5 6 7 441 $77 831 892 Ur7M CONTRdaCROWU TAKE ALL NECE ARX FREC 111100 TO SAE WARD THE EXISTING RESIDENCE -WMTAR FETAL6 N TABLE 601252• � �� 32 4 6 7 8 509 fi59 831 1020 �„ •, AID COMM AGAINST DA AFROM AE ELEM6'RS DURING CONSTRICTION. ) 36 5 6 0 - 566 742 935 1147 B.FOR OPEN VALLEYS,VALET'LINING OF TWO PLEB OF MINERAL 811FfACE R71L ROOFING ',..•..•• 5.THE CONTRACTOR.SMALL REPAIR ALL USING CONDITIONS DAMAGED TAE TO TNS SHALL BE FERMITIED. INE 60TrO1LAIMINALI.8E18NCEM451MOAOTNE ROOF 80EA1NIN4 ptBCUt(ONOF.7H18waRK70 ITS ORIGMA-0,'f ltvL TOP LAYER A MNMM OF36 MCHEE(OH PNOM alTelnuvLPA43A Sd aO Dwnan 5:12 12 2 2 2 3 145 190 240 395 .. I'�n STLeIJCTL1F2,6rL RIDGE 14,THE DRAWINGS AM NOT TC BE SCALED•FOLLOW DMBISIONB ONLY. DdGRLY.0d4i✓p nxD 16 2 2 3 a 193 253 72D 393 � �� ' ! _},;• . L/S hZIDCsE _ MO 20 2 3 4 4 241 317 400 491 �• 81MR8Gh1 STRONG-TIE V J 8 6TR�xy-� TI 6.NO CMM WILL BE PERMITTED WITHIN PRIOR WRITTEN NOTIFICATION OF AND C.MR CLOSED VALLEYS(VALLEY COV£RFb WITH BHNO1.Eb),VALLEY LINING OF ONE PLY rx6'«PxP a6G PFri7Rr (q d. CA RTPcE LIAS AFPROVA•CPE$ARCNfIECi/QNGINEEROF,M•„•1•✓• CF SMOOTH ROLL ROOFING COMPLYING WTN ASTM D 224 AND AT LEAST 36 INCHES Fx10aDDf32 !•bd 24 3 3 4 5 289 380 480 589 -% + WITH CEI 10'MIO ITH(I?to ATO2' o.C. 28 3 4 5 6 338 A43 560 688 :(;"�',(a N' OS-20 x IS'MIN WITH I Imo pO> ON NAILS 6(126 " 2 x b W.CONIRAOTOR SHALL PROVIDE RE SLIVER WTNAGERTPICa1EOFLCOIPANGY AND AN 1914 MUMDR OR TYPES.(I)AND(2)ABOVE SHALL BE F'EPo'WTIED.SPECIALTY CEILING {xEAtxlNd }x 4 4 5 7 386 507 640 786 PER R4F7'ITN MAY BE INSTALLED OVER PLYWOOD t�6' 2 % B,ZxR�H,or2 % @ ELECTRICAL CR7FICATE R2OMAN AFPROUED AGBNOYUPON C0ILOTIOI OF THIS FTROJECL WDERLAtIORT'64ALL f*FLY WITH A61M D810 dTPRNWWLOOA0 WCODIDW 1'ip iulfELD 36 A 5 6 7 431 570 72tr 884 CCOSR20RpXP111t5P�-RMIN IAYTBE�IN IOD CDON N'ILB I1 AL WALLS DE6WNAlED M EE REMOVED ARE ASSUMED TO BE BEARIN WALLA AND THE S1YdROIDINs W12AS DRP EDGE PROVIDE DRIP EDGE AT EAVES AND GAMES CF 64ME ROOM. WALL {NEATNING OVER FPI L&M Y A,REAS BE 6HWR£D AND BRACED FFJOR70 ANY REMOVAL OVERLAP TO BE A MINMM OF 2 INC46601 MI RAVE COP WM 04ALL EXTEND 6IRIO6F)A.PA'86 m Rx Dlld�v+ 6:,x ,2 z 2 z 3 131 m 216 264 STUD TO SILL PLATE IS ALL DE8WAPRA91PLib ARE PENDING AFPRNAL OF ALL CONCERED GOVRN'EMtAL 026 NCH(6A MM)BELOW V FATHMGAND EMEND BACK CN THE ROCS AMMMW'1 CF D1AGc14400AL ROAnSw 16 2 2 3 3 175 228 287 352 r1 AMMOSITEdNOM=TO BEGIN WTI"ALL REGINREO APPROVALS HAVE BEBR OBTAINED, 2WAD(61 MIX DRIP EDGE WALL EE MEOWUCA"LY PA61DED A-MAAMM OF I2 MCHEB R0�0,'fOPAtt► 20 2 3 3 A 218 285 359 440 ~ 6IMI-SON STRONG-71r; 4) ENGIEM AM CONRLTANIS'A60'E6 NO RESPONWBILIIYFORDELAY6 IN APPROVALS BY 4E '�' 6d PatewR]fx ESP FOR SINGLE STUD (3051'M)ON O13NTER A Cwq�T OR SADDLE OFIW.L BE INSTALLED ON iFE RIDGE SIDE OF Wy ad Z4 3 3 4 3 262 342 431 528 ABOVE PENTIOED AtltNOR1TIE8 ANY CHIIAT GREATER THAN 30 INCHES WIDE C140VOR SADDLE COMINSS°,AWL BE d,FRMIuuLEOARO 5deoaaW YMX013rre3D %T5A'PFOR'DOUBLE STUD 28 3 4 4 5' 306 399 503 616 INSTALL AT 32'OG.AB fsEOUIREp 13 C00RACTORBHALL IWAOFteUM ATICNAND(CMT TIE ANY EO StA WATER WAIV SANITARY OR ALL ILNRO OR CF MTEDWTH V VIA("LVA I=ATWiT PAR02J O yd 10DI� 32 3 4 5 6 353 457 575 704 �., WzAVLBEBN AREA OFFWIP0NDa710N(CON6IPoICNOWAMND SER CES,F 33,ALL NALE16T0 BETOPANDBOTIOM PROVIDE BLO IONG AS WOWTI4ROl PRBOI.ia WITH W42 AT PARIC!lOONO PA43A 'O W3DIPliRNt 76 4 5 fi 7 393 514 697 792 l glne0l EXCAVATION M AREA9OF ,TME 40FOR OWD UII R A dM BEACE!SA F ANY LINES •W'OG B R UL TOP AND BOrtOIL PROVIDE BLOOKRNG AbNECE68ARYd PROVIDE FLASHING AT TOP DWGRD1.eavo 4wTTxw ARE F3fN.YG@N t7R DAMAGED,THE CONIRAD7'OR WILL RLPAIR AND REPLACE!SAME A7 R8OWN OFEMERICR NAI4ER8. GxQPxP 1Od PaeGFPORr 7:I2• I2:12 12 1 x 2 2 123 160 201 245 EXPBNOE AND ARRANGE FOR PROPER NaPE=4a;96 WORK. Svyaeiy,ItN � ib 2 2 3 3 164 213 267 327 20,ENGINEER AV CONRLTANTO SHALL NOT WAYS COIROL OVER OR CHARGE OF AND OHALL NOT 'A21E^^'- TS /C DING /FINI&4 NOTES: FLOOR 6NEATUING ?0 2 3 3 4 203 266 334 407 VWFOPNBRY,fEBRID BE lEOPOWIBLE FOR CGN6IRIOTIONFEAN6 RMEINOD8,7ECHI4NE6,OECIENCEB GR LALLWNDIXIORD IDNGGLASSDOCRB tO BE�MANFAC 6 DY"gREN� OR 63Rw]uw.Pwa.6'ORLE&I rat G•FD6E/D•FEIn °Ne xlkvAiA oEt 4: PROCEDLFEAtJR FOR SANETYN°RFYdWN10Na AND FROGRA'Ia IN CONNECTION WITH INS WORK, pA�IELD UTEH T� 66 z4 2 3 4 9 u6 3x0 aD3 490 7 TORI 6WD ALLC,I-A'ONGWHNMWFROIfFm1DM M1OORTOBE8AFE7Y D 0o,11m i' F• 2a 3 3 a 5 387 3]3 468 572 ��pP 02=ff AF4E80LELYIMCMWACTOR'BRE6FMI131UTY..THEL•NNGMEERAG) 2,AL EXTERIOR DOM TO BE MSOLATED METAL ASMANFACINED BY STANLEY OF EDW. xb'a P%Y i•W 32 3 4 5 6 326 826 535 654 CONSILTAMS SOIL NOT BE RESPONSIBLE FOR NE CONTRAC1006 SMIMMI.E OR FAUN TO WN.E66015ERU8E I401EG 61TE8AM lYPE6 A6 PER PLANE, K xlo'or 1. NFaPt 26 3 -0 5 6 369 979 fiaz 736 a EXPLODED VIEW up CA1W off WOW M ACCORDANCE WIN INS CONTRACT DODFSN(6•TNE ARCHITECT 6f1ALL 3,AL EXTERIOR IWL6 AND ROOF SHALL BE NSW.ATED WTI4FIBERGLABS BATT'TYPE NSULATION MTH IWI14WWAMftAFEMWCNWa1LNEA0NYaNVLE06'ONCWDERAr11EPA3E1. FWWL cu0 MAY EE METALLED ON NTERIOR CR EXIEROR NOT HAVE CONROL OVER OR CHANGE OF AMOR OMISSIONS OF THE CONTRACTOR MIEGRAI.VAPOR BARRIER ON WWII EIDE LANE SHOW BE TAKEN NOT TO PINCRINE VAPOR CARRIER ��TlR'OdD1L�L AT11F�6DGCTOL6}ANNMFCI¢61lARCAI' rWLFIG AT¢bulasd ronnadonxquiremenu as based an total uplift minus 2/3 oflhe roofmrambly dead load(2/3x 10 pso. RQ,FT�"�'I�.QNN�GTION6 TO NIBCONIPALYOFW;OR 7IFJROGBNIB OR ENPLOY'EES OR ANY O1FEt2 PERaOi6 F'ERFORIMG 4.R-YALIM ARE SHOWN Of DRAW ROAR TESRN4.f:CWEDI MANfAN71WLCOCNOPPIA6Tl ON ALORIA12 pN"'M gg1A{ ' When the tabnlmed numberoYnells required in tach and nfrhastmp uequnlmland the 6nmin6ia amchW In Gccordena • Vote WOODD O"CTIOP PLATE$ PORTIOIOmTINE WORK. b,ALL SMIN AND FASCIA TO BE FRPFED MIN EMEROR GRADE WOOD COVER WITH AJMNW OR VNYL NIWIBIYLSEATING,I6LOW1LKV60A3iC(WEGIEDMMIMA,In&TAW AND��pAROFIWL881LYL with Table 3.1.the r(deeswpand WJWorst nn(lina is nal«gohod. T�"•',��//fAN (PROVIDEVENILAIIONCOlII010U3 VENtIL4TIGN ATCATNEDRAL CEW�G81 aEFRR3MW TOSERlWCFDIDHYdNW.'FBIF60T. 3 ' When&WOW tie is usoejln line afGddee thief.the numberof l0d amnion nails required in ucb end aides cellar lie need Lips VII(/ aL iFE ENGIt#RAND CONSULTANTS AS911MES NO RE9PON61BILM POR PIRE•E%18TR4G VIOLATIONS!, 4 SIMPS034 STRARIG-TIE[SOP 4 HIO) b.CCN81wiCTI0N AS NOTED C011PLE8 WTH EIER'GY CCNBERVATION AND CONSTPoICTION CORE of NEW not alaed We tabulated number of Rd asks Ina 4talshap. CODPROPOSED ROPOS D ADDITION ALL NOT CAIN TH RIMG WBA#'S SHUN ON MULLED FOR CLAPott ' Tabulwed andadon m uI menta ere based n a l2" 'd eBE 11.THE PROF AV ADDITION HTIJ.NOT GU6E THE EATWAWiNITA MEONAOVER LOA M l4EATING AM YORK,WEESTATE CO ORS ARE TO C* 6 PROW.INT Table 3.3A RAFTER/CEILING JOIST TO TOP PLATE LATERAL q O a n n strop f ngiis in c ok end o Bach ddgc Arep= it,multiply.speci MAY PLYWOOD hWLLED OYLED TO T OD PLUCNT ANDRSNALCALTO BE ALL INBAFE IMUITARYA AND MALL INTERIOR p00R6 ARE TO COT'OMT1 ULM iFIE REBNENIIAL CODEOFNEW YORK mbuletcdvama¢6y the repmpdut¢mulUplinbdow.It'mo number ofngiis in ash end afc¢ch ridge strop euaat e.special PLYLLa00 MUST BE NAILED TO TOP PLATE NWLL pgplgpE ped es pMp Me1NANCE cERrIFIeaTEa STATE AND SHEAR CONNECTION REQUIREMENTS . I mita loo hazdwa e 8 required. NOT A L. WO ON EX AIIN R, 8.WINDOWS AND DOORS SHALL BE PROPERLY PLAN4ED AT FIELDS AND PROPERLY SEALED AND ' lumletad league rUrvito e m asiamen Mean roof edged 0133 Com. For man roof hd2hts of 15 favor lass,Ike tobmatw MBT ESP ON INTERIOR $ UIFA7FER•BTRIPF�D. FA61E67MLLE8eD M°ffD(fY010 vnleesshali be parmittedto be multiplied by 0.86. CONCRETE 4 STEEL NOTES: S,ALL GLAZING WITHIN 36'FRIM THE TOP OF STARS AND LEGS IRAN 60'FROM WALKING WAC2 T EMOEDMEIIT WTO D CONCRETE to HAVE SAETYC"NS, c0 1¢0 im DO TUM MTD CM OONCROM 106E3000 EDAM LTO PAY10P 11507 AS FBR(R 40171 PROVIDE Vi'DIAFEIER%D'LONG IB ALL GLA2PYa IN DOM AND ONCLCBIM FOR NOT TIM WIIRI.FOW,BA M,AND Rids.Strop s acing(n.) 12 16 19.2 29 48 72 TOP127=16 FILLED SOLID W RW INS ENDS OF SAM AXMMOFrpi-OsM.EOEMN41FOWATS BHAU.ORSTRALOCAIEDD AS yNO�pb TO8E 8AFEIYGLA2PNA R+Ftm/ (ftj m'®L72oF 6d caG1711NaW6 O'FREYM TFE ENDS OF EACH PLATE aECIIOH E)([EPYICW FOINDATION A4CNORBiR4P8,SPACED AS CpLINd4dbT lw R1H31MED)IIEpWPop NILaaTIG)61Ne Multiplier 1.00 1.39 1.60 2.00 4.00 6.00 FLT TO MAWNRY/ CRETE CONNECTIONS F£OWRED TOPRDVIM 501IVALIWMCI HORa TO IO OIA M ANCHOR 801.16 A6 PER IN 403)61 IL GLAZING(WPDOW61 WORN BA1HR7011 FRXNFE ENOL "OTO SAFETY GLAZIIN3. 4Pa9Wu ac)ORceWbG)abr 7.33 FCR%Eb,CARPORT OLABS,6TEP8DOOM TO 1HE MEANER AND WPM FLOOR0LAB6 TO BE It.ALCLOW SELVES TO BE CLEA2FINE INLE860MM111BE 01) to Tq�PLA1EWt£G,IaL Y SIMPSON STROW-TIE(LOPS,68R(2)SSP,L7P4, Al C62m) MT6 ,Gnrxoan NOMI AS PER OR 4020L FOOTINGS TO BEAR ON MIGIN ORWDRIUREED SOIL. 10.PROVIDE I V4'W=CLOTIES ROD N ALL CLOSETS. LTP4 AT 32' O.C. N0,7 1 BOTTOM CP WmillORFOONIGGS AND14M GRADE BEAMS To BE 3r-0I MNME'I EM.OI GRADE 14.FRom whim 4 LEADERS,C4Him TO EE aEAMLEBB TIRE LEAD RAINWATER AIWY FROM FONDATION. Table 3.7 RAFTER/CEILING JOIST HEELJOINTCONNECTION CO20 x 24'AT32' OG, 3.SOI.O"AMON TO BE NO LESS'WM 95%NOOFED PROMOR=I- P.WERIOR 078'6 AND LADING,FIS'OR MOM ABOVE GRADMTO RAVE HANDRAIL. N 6.10 ! ! ! ! REQUIREMENTS FOR 20 PSI ROOF LIVE LOAD 4.SUP ROOMS DOWN!A6 RMM TO MIISiM SOIL B.AL GYPSIM SNAIL BE TAPED AM 6PACKLOD(S COATS/RPADY FORPANL W t"SINEETROM FOR b.MAM 67EPOFA�L BE OLE VERTICALLY TO iW0 WWWA.LY UHERE BOTTOM ALL 64YL81 CBLIYa'8,bA9 TYPE X FOR GARAGE AND MECHANICAL @)DIB.V!NCN MAR G O.AR) % e ELEY N� Roofs en W 5 ! ! 4 P (0J RaofSpwt 111.) 6.ALLEXPOSED NNCPLA TO BEAR ENTRAINED. FOR ALL OWALL ,ALL TOSODCOMPLACE3DAYSMNTRAI 17.ALLDPARTSHALLBEABDIRECTED BYOUR 014R 14 e e ! 4 6 Iz 26 2e 36 12 zo za 36 IS RATED PARTITIONS TO HAV£TOP AND BottcM EDGES PROPERLY sEAL.ED WITH ALL GYP8117 WARD m 3 A 6 6 / `BLOCKINCx AT ENDW,41.L 6 FIDVRDESLEE`ra IN comb iI W�LLBR aam=FOR ELECTRON. PLLII6NC§„� pANN.JONTO )•TAPED 40 SPAC[LED,(3)COAs& R¢Ser Roller Requimd NumberoF llid RequircdCapbcltyof Hxel)nim l\.JI SCALE, 3/S' . F-m' IMECNAXIGIL,ETG rC00RD8LTIEWiH 0114TR CONIRACTOIWI,AGkNCEB,ETC,AB i¢4MI1rDl+ Slope Spneing Cmtman Nails per Held John Connection Obsl'0'•' 4 B6CKFILf.WALL BE PLACED IN W'LFiO AD COFACW TO 25%MODIFIED PROCTOR MIOITY- 19 ANY p00R AND UTAH AFINE RIW PARTITION TO BE S IT-CLOONG AND FIRE RA7F-0 •aid OOxNaL6t31U3.eE FER'ilMbD to 6S tN60TmEp rOR6d DGMfaNNULe. ,,.,, T� AT 46 MMJ1E5"m1 T. F ANG TO BE CLEARLY INDICATED Y APPROVED TESTING ORGANIZATION -�OWL�AE WTAUM PAPA.IPL TO RAFl6Fi,TIE aMm,162 raFNAILWM 0n.) Sdice' e HIP CORNi=R PLATE I0.8LAB8ON GRADE BNALL BE FIMQ'IW'14'7Hfq<3000 P81COrCYE1E•(NIEwOW360h6 F'81 CONCRETE Q TIE RAMDe eELNSAOBTNW.I.S44HI.glOKLED71C TA5AATEDNF6E4 emr y (E7C18MOR HGARAGEFL00R6)WH6'X6•,10110 WELDED MRS MESH.FROM 6 MIL VAPOR BARRIER ON THE DOOR EDGE oPNA8.6 12 4 6 8 II 320 576 8?3 106] �° SIMPS014 STRONG-TIE(Map) LALL CIffi8,8N7BNALK6,EM DAMAGED$HALL BE REPLACED. 20,EXISTING PARTITIONS(WITHIN FIRE RAIMBACLOBNI£S TO RECON ONS LAYER OF 00 THICK TYPE'%' -iRAR Np MDR1”2 TOSNULc6wu 6E NOTALLED N FACHMEOF A NCP2 .2x o-ermER ei2E RUgB�IOROS JSISTWa2TFWallOA2 x 4TOPFLAISOR 5TCWNA0.6 NE44H 3:32 I6 5 8 II M 436 76h 1695 I+lo HG04.4e MWI=R0lM5 GPITCHGRADEAINYFRLMBUILDMG,BTORILLy8ER ISNOT PER•llTIED TO R.CW ONTO FIRECOM GYFOW WNLWARP PROPERLY FAOVED WIN ALL JOINTS,PROPERLY SEALED,TAPED � 6roRWFATFA61Ba�t9A2x{TOPFLATL AND OPACKM, 2a 7 N 16 37 640 1152 1646 . 31.34 ARMNSBCCENI• IEF�110N WALLS TO BE POURED MONMITHIO NO HORIZONTAL JOINTS SNALL BE PLACED 2L RATED COLWAA6 TO 1MYE ONE LAYER OF 6B'THICK TYPE'%'FIRECOM GYP9lM UW.LWARD PROPERLY 12 3 5 6 I 240 432 617 xn0 - INWWJ.O MUM THE UNTO APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. FASTENED WITH ALL JONIS FROPERLY SEALED,TAED,AND SHAMED. Table 3.36 UPLIFT STRAP CONNECTION REQUIREMENTS 4:12 16 4 6 8 It 319 575 821 1064 H.FROVIM ACCES4 4 CROSS vM N AL ATTICS 4 CRAWL SPACES VENTS TO BE A MNMM I SGL FL 22.ALL CLOSET MIERORO BY OWER CONIRACTORTO PFTPIM ADEQUATE BLOCGIN+FOR OWER z4 s v 12 16 aa0 an4 1334 1600 ONWDERFLOOR AREA AS Pig SERH' LN 8106' INSTALLED CLOSET QHEROR 12 3 4 5 7 19± 346 +94 Nil $ E.ALL WOOD MLLS IN CONTACT WTASM KASGNRY,OR CONCIRM TO BE=FWAM IMAM. 23 PROTIDE M'GYP&M WALLBOARD AT ALL WALLA,TAPED AND BRAC LED, )COATO READY FOR PAINT FaHEeTrmE LINO aATy(FFR 5.12 16 3 5 7 9 255 461 657 851 Ill.FROMM AUMNM 1YI'TMiTE ONELD AND SILL SEALER IIi.E88 OMM E NOTED. INSTALL'WOML'RSOA10'BEHMD AND AROWD T=,TOILETS VANITIES , R INE WWOR6LNFACE CF ALL FOWDATION WALLS NAM ORA DE(EXCEPT BLAB Af�AO)BNALI-EE eO 160 0 Um 24 4 7 10 13 384 60_ taxa 1381 LS, DAU1P4'R00FED WIN AM ELASTIC COAL TAR BASS,SELF PRIMING BIIUIMOW PLASTIC CFD'E2'IL , ,2 3 3 4 5 137 247 353 457 STUD TO STUD COMMIT TIONS PROVIDE FERISIM RIGID MAIM TO CODE AT ALL FONIDATICM WALM 24,INSTALL OIFIERIAPPLIED CERAMIC TILE AT NEW BA74WO FLO��M,,48 AT WALLS AND RLL ME KGM "1411 re epAORrG RaFN,AN IGNLRCFCd ccrMaNNNWN T�d B BEARING PLAYPA SHALL BE PROVIDED MR SM RE87B4G 07MIA0ONRY. AMM1010, TLE AT FLOOR 70 BE INN SEI CN 3A'POEPoOKF'LYUbOD(B/C)8UBS77RA1E WER (h) (fu EAaf 1RImEa l.v4'x2mgG.6naaa 7:12 16 3 4 5 6 132 338 470 608 "' • 61MPSOM 611le"5 71E(C62m- Or(2) 16) BMINMMSTEEL PROlEC71ON 3/4'FCR 8LAB01'fOR INTERIOR FACE WAILS,1•V)'FOR BEA1S AND GIRDER4, SI64TAOR PROVIDE MAINBLEBMDLE ATDOOR 29 3 3 7 9 37n 498 70n 9u CO2mx36' AT 320 MIN.WITHI )10D NAILS HIP I�P•I•EI� P $A(j'E 2'FOROOLB4N6 AIDEMORFAG•EOF WIALLA 3'FIXtP00iMG8,PIERS ANp pEDEbYAL,d 2S.FEW NIERORUWLLTOON W'GYPSIM WILLBOARD ON 2 x 4 WANG,IS'ar- , D 2 2 ! s 12 "3 J 3 4 I07 193 :74 }5n At EACH END WITH(D ImD AT MER h 70.WELD BASE PLATE TO OSI.U'MPR9NPE[4)E'L.C4X S/4'DIA[ATEVAY.HORB'C.T8"MD PLATE TO 26.INSTALL NEW CONCEALEVM"DONLAMATATTIC EXACTLOCATIONTOBEDE'IEliMBEDBYONER R 2 2 ! 4 ORLFTA(2)MTW 3A o.C. �I� e1MpeON STRg4G.t1E[LStm) 4��3 9:1? 16 3 3 4 5 W2 25S Sea J71 SOMPStY4 STRONG-TIE(BCV) TOP CF COWMA PROVIDE(43/4'DIA(AW)MLTS.STEEL FMCH PLATE TORE DMIED WIH SOMA 7m 2 3 ! 4 OR(z)MT816 At 3z'oc. SOLMWIIH WUFER616'OA 81AGGER TOP AND 8011 (17 BOL TO D'FRIM BAC44 ENG ALT.NALMS EGREg6 WINDOW NOTES: R W 2 c 4 6 24 3 4 8 7 214 3R4 54S 7i3 To EE BO-TED WITH N'DIA.SANT TINOM 0"16 WTHNWI48xE� d k,'OD.STAGGER TOP AND IS ROM, R31AU MN"11 OPENING ARBA ALL 8S%ENCY ESCAPE AND RE M OPENINGS SMALL 26 ! c 4 6 21 3 4 0 / 12 3 3 3 3 811 PROVIDE BLOCKING ABIECEBB.6ZA'. NAVE A MNMM10 CLEAR 011"015.180141EFEEL w ! 4 b , 12:12 16 3 3 3 4 l06 Iva ±74 355 1L COTRNCTOR TOVERFYAMINIW SOL BEARING CAPACITY OF 4002 LB./SGFr. 24 3 3 4 6- 160 288 41± 534 Ta.FOWNDATION WWL8 TOTE MIO E>U8ITNGWALL6 WTI4bROD8 AT b'OA.4ERITCAI.DPoU.ED DOW AT p(CEPIIGIE GRADE FLOOR OPR'104G8 SHALL NAVE AMINIW`i NET CLEAR OPENING OF5 tl 2 5 ! 4NWWng reyuiremems,h¢Nhe permiaW to6e Rduttd 2592irndw as clinched. 00 or 40 pEGFEES lAM GROWTEDWNTOIDOBIING FOWDATIGNUWLd RODE rO EXTEND NfO FEUI AND 012 MN EEL % 7 ! 4 4 ' Haelloim amnalions we not required when mdu"d 25%Winds by nlncited. rd wall.hOtdarnrnugr6c.mr. R310J2 MI1IllM OPENING NEW.Tiff MMRW1 OF@NING HERHT SHALL BE 24 INCHES EX16714WALLOW14 MM 2m 3 4 4 6 R310)9 MMMM OPENING WIDiH.iIE MMMl1 NET CLEAR OPBNMG WIDTH SIl4LL BE 20 u ! a ' Whasimm�nnihn4,nppon Alf 1116 nt8nr is lxovideJ by vnnlcuMtmwnr purtinim olnadhendnpwrdL the mhul:ecdhcd4aun FRAMINGNOMS: a 29 S 4 6 1 connationlequiremenn,finllbepemhivaJmbereduced pmpaninnallyInit,Wasik nu. O R310JA OPERATIONAL CONBTRAMYS EI'T3dGENCY ESCAPE AID RESCUE OPBNPRG4 MALL BE 31 4 b 6 S ' EtluluWenl nWliagpwternxmc required furceilhicInie m ceiNng)em lap splI= i•r LALIEADERa TO BE SWFPORIED BY 4'X 4'F00616IlNLEBS 07IEFW6E NOTED. OFERATI014L.RSDNI7HE MMDEOFTHERp�M WNf101R THE UBEOFKEY80R TOOLS 36 4 6 1 - 'Tobelated heelJdintannation requircnrenra meumemlRngpist3 ormficrtil.w kited m the km am ofthe Ath,Almc. N._4,, 1(2)2 X 0 NFADERE OM OP8'IMG614NLESISpOM 84190 NOTED, 83101 N4ER#Iil'EfdGBNCY ESCAPE IND REI90E�OPENINGB ARE FRONDED THEY SHAL WAVE A warn xilinglr+furor redia tide rue locemd highs in the nutu,apnce.The mhnhled nealJnim ennneetirnt rcquirmmgnts•hull be BAR'¢G�1��130L�J118tH 3 DOABLE IF'.MITIS MER ALT.PARAYLEIALI.P�fMCNS 4 ARNO ALL OPBNGII,81 AAS STAN 8IIJ"NEW OF NO PM VAN 44 INCHES ABOVE INS FLOOR tl 9 3 4 b inunnW by the fdlmeing fnnnn: AND SKYLIGHTSD016LE JOIST BOER PACE MOUNT HANC'xET2 MMMwM 9 VZ'OEARINGI-� 4r ALLHOWRBEARWNTPARIITt=TOMWLIDMOW.PATMWBPMOFW"MMMMBEARIWG ALL VZOWS TO EE SUPPLIED BY TIE FOLLWIN MWACNRM AS NOTED ON PIAL 70 9 4 5 6 Ceiling Meight)Raof RNRe Ncight Henllnnn Cnnne:vion Adln+onem FOR J0616 TO BE 31/1'ON INTERIOR 94 4 6 a , F�xmn SIMP80N 8'TRONG-TIE[OUB) B.FOR HEADERS 04R5%0'Lars us DOULrI.E JACK STUDS. AIDERBONUODOR4,MC CAPITOL WINDOWH AND DOORS 16 4 b 1 S S/6 6,q1 LU626,LU020,LUS26-2,LUS2S-2,LUS210,LUS210-2 ry 6.PROVIDE SOLID BRIOGIHG FOR WOOL JOIE'IB,MAXB'-0'O.G NEO FOWiiH AVEFLIE NCRiH 'MI HOME PRODUCTS,NO, 32 4 6 , FLITCH PLATE DETAIL 1A,4 CAP PLANES TO BE DOUBLED AND NAILED WiH NEO MALS AT D'OA. SAYF'ORT,M MINI-M 6a0WMAR( ORIEEr !6 6 'As e - 415 COD S. ALL WOOD FRAMING TO BE MMMM C VABOVE GRADE COFOFMB TO AAMAMlWA10uL8.T-97 PA BOX 310 3A a.DO SCALE, I' . P•0, BpLTB SAL M WORWALS TO BE FRAED MIN 2'X 4'STUDS 4 W'OC. C>i?ATA PA I030.23T016 is 4 J3 3.1x1 SWANNER ANp NR(TPJ NTH b. PRHVIRE 6(/1•Ip BIACKTNGBDERAI.POBTB EETUEBN FLOORS TO TOP OF FOINDAMOR WALL. COFF'OPI'B TO AAAMWDA I0WS.2"91 20 4 c 6 6 113 140 ILALLSIaA�p�6pHULL T3E N'cox EXTERIOR GR4DE PLYWDOG NAILEp WR11841 b I coNt•IOH NAILS{6'OG 113 1.50 ArYLLNEATANGEDf#6. NIEl3'W'AIA1E GFPOR(8 M NTE PANEL FIELR PR7 M SOLID BLOCKING AT ALL WMDM O4 PLAN TO HAVE A RO.CF 6'-10 I2'TO BOTTOM OF HEADER INLEb OTHERWISE NOTED. 24 24 4 6 ] _ 114 133 ANG iHEBE DRW11IK8 ARE A YWi6luml- L DE EOR THEIR BBTALLATION SEE S1RIOtUF•AL BEGi1CN 2; W b 6 0 115 1.25 FOR 1YFE SPECIFIED. r 32 b 7 116 1.20 .ALL EiIB FLUOR870 BE 3A'PI YU ODD NAILED W1H BD•6'AG @L=110 4 MECHANICAL NOTE$: 36 { 6 IllO III ALL DETAILS INDICAIFA ON SECTION WILL PROVIDE CONiNUCUS LOAD PA114 L3,AL WyL CORNERaJO BE MM iHF' 811106 HAWED WiHI10DNA146 AT 12'OG. L PLWBN5 CONTRACTOR TO COORDINATED W OWER 4 OSER TRADES, DOUBLE TOP PLATE FROM ROOF TO FOMDATIoN N. 'BiIm WA.L6 ,THALF STORY FEKtHT6AM IN8lIF2bIR1ED EDGE80PPLYWOOD• 2.BATNRROCH AND KRGEN'FIXM, TO 0 MMICAH BTAIDA¢fl KOHLER OR EQUAL •TAOIWATM LPLFTW411151111=6 AW"A ROMXMiM DEAD LOAD OF 10 J20 x6 CONNECTION AND NAIILING $ CHEbU LE Rom FRAMING 6.AJ.NAIS PBpN�O� .TTLAm R;AMINi Nt4NGERS i00):HOI DFFED GTQPOF ED. IAA,PLUISMa NOW SHALL.CO•FLYTO INS RNIMITIAL CODE OF NOW YORK STATE AND AL pDGGn. FACNEterG A6aErBLY10 NOTREeENraRITLe adLNG AeeH7sI.r ISNOT CRIME 6IUDS� w. " I' ; `, ..a . 6.ORF'AOY70E'[%O,LLU'IIERBEIWN BOTT07OFROOR JOBr AND TOPOFBC(EED COAT taNWGRoto%ICFIDOFAblBb1,T,9i TANWAiCDwTCEmwW6{ItAL 6E FA67ENE R6 DOW / .RE UPLIFT SpR�E PINE•FR INSIST OtFER AFIGIJCABI.E CODES LAMS RALES RErAI.ATICN6 AND HEAT-tN DEPARih&NT REOUIREFENtB, wasoA/�DBY IWarATFx4 CFTNE671WFORE4CHb pr MCREAWIN �. LOAD aal4 uAO•i.ELoaoSb LOAD INSTRUCTIONS FOR TH LNST IIF 4,PROVIDE AL NECESSARY VENTILATION(AR INTAKE AND EMTABT)AS WMINIIAL CODE CF NEW YORK eras"—^ RDGSDE0.NGDCAD LOAD,iHb rATGWAI®NMEIGofw%eeww.m IIY.FT WN WN IL PROMDE DOIWII.E NEADERB AT AL HOOR CEILING,STAIR AND ROOFOPFNM5SALL OTAXAPPEGIlffl TMAIBFACiMORECFICATICNS FWwTTEDTOME rEnucEOby IxUL io tO tO A upLBT 3 adxlk IFLFf fllynrs ed Ik A AL OPECFED PASTENEla3 MIST BE INSTALLED ACCCW STO THE MSIR MITI Tie HEADERS TO BEAMINMA4OF(777x6INLE8S OTIERUlBE NOTED ONPLANa. S.IEATING ANP AIR COMITIONIYa FE01W$F@ITB BNAL BE COOPo>INAtEp W1H'IFB -FORIWIL•7o•OWL AND iw1LL•T04OWAT%N C IRUAI i,TIE TALAW w'wERa rtooEL r PLATE6 611EJ8 NALB t14T.B Ic 01hP0RN(WbCD CONBTRIOTION CSI'AlfXt-C.2¢>831 NCOR1<ECI FASTENER 6Y4VNIITI;SITE, IS.FLCAR JOST60HAL BE DOUBLED BEI6ATN AL PARAlEL PARI1TIONa OR&LOOK{N,'OD. OWNERS HVAC,CQFERACTOR PRIOR TO CMNONOW ANYWOWK NAW6bH4LTICPER61,t5)toeEfEDUc®crLWw.ArExxEwcF THE6TRa' NO da. 7RWS (D9l 1w07 F, F, [u34I6m) /S3) /1607 pt F, fE33160) MADER MA180AL,ORFMISN FT4C CAM THc COMECIICN TO FAL16d FA8TENEFfl ARE COMM(d1NARB R 8PARIREADB SFMLL BEIV4'TIICK CLEAROAK,WIE680TINERIIOENOTEG 6.PLIIWMG 6VM*6KU BE INSTALLED M ACCORDANCE WIN THE REWIf4OMENr3 roREAexRWLUVLL Aeom W W 64dxlk 4-Ad ... Pls9 460 666 486 16 455 400 400 46 N0 510 (0 X31/9 AND CANNOT BE REFLA um Wd WM F4(a g1 X 3 v4')W4ES601NWOE SPECIFIED. 20.ALL 6TAR88WWL BE M ACCORDANCE WIN(8EG110N RSIA R36,R3161 OF CHAPIER625.32 OF TNS RE61DFINtIAL CODE OF NEW YORK STATE e.BOLT HOLES SHALL W AT LEAST A MMMMOP132'AND NO MM TWWA KAM"as N6'LARGER THAN TWE EOL7 DIAMETER(PER THE W81 ND6 SECTION 012)). ATDIND I MECNANIGAL SYSTEMS SNAL BE INSTALLED N ACCORD WITH THE RMIRB'ENTS Table 301.4 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS '•- ••' -• 6 D.IBE PROPER BAEIY'EouFr�YNr. 7L D0IN,E AL JOOT FLOORCELRNT,AD ROOF OPBNNGO,USE JOIST HANC>EPB. OF CHAF1EliB D.23OFTIE RI'bIDENrIAI"CODE OF NELLIY OTATE 1n le Odd 54k1 H4m 555 336 - 395 230 230 ... __ 230 iH C.INSTALOALL PER mtmy sa A9TBNEf�B60F'de LOADING 1hE CONECNLN 21 ALL IVOOD ION COSlECTt71�MBE FfY4101Me6O46TROING•TIE OR fi/AIAI. aRIM GAO 614"SHALL BE INSTALLED IN ACCORDANCE WIH THE 18G7)IFEFENTS um LIVEIO7D 100 W 6-8d li-Ad ••• ON 40 40 B9 SO 46 365 366 Nm EO 966 EUELDIYAGN.vANIEp STEEL MAY PRODUCE NARCTUL FN/E6 FCI.40W P1ROPER LLq.DING PROOEUUREs 23 ALL EXTERIOR UIOOD COMEOTINffi iD BE HOf•DP GN-YANI7ED K2 2T HIAA b bdd Edd ... 1193 60O 600 tlP 10 460 620 636 110 IM VINO AND SAFETY FIRECAUfIO1W.UELPING BN0IWD EE NACCCRD3NOLOWFRO , UELDIIW4 24. NlMBEROFBrAREAYBMCOFLY URTH SECTION 83141 WNDTH RdH2111EAD AND RISER& OFCHAPTER 24OFTHE IESIDFMTIAL CODEOFNBU YORKg6TAtE � 60 RIF R3H9IIEADROOM AD pHA WINDERS. - oEOKeF 28.WILL CSM6IPolGTI(7N-UPCM F'FEBCRPiiVE MERNOD WAIL FRAiIYG AND FINISHING J,€CMICAL NOTES: nr666tmtwW(u6dAlrAxbo 3w Fx H9 W 4•ed 4.6d ... N3S y5 466 nB 160 46 !20 376 12S HO 2qA =_=_ °----- ----__ R KINETIC OR FONDER•AMAIFD PABTEAEPS MAY DBLECT AM IWRE THE OFERATOROR OFWJ.'8E HALED AND OR BCIIEUED N AOCOFmAJCE IUIII TABLE 3111FCM. :00_�,-'-'_ '�___OG, UR&NAIL TCOL'B MAY ON WD TO NNALL CONNECTOR} PRO p TIlE CORRECT LELECIRICA.COIRACTORTO COORDINATE WJOW'ER<OTNER TRADES. ATfICSWDWT6TORAce0WaP6R,a'NSNrrAU bA 10 F# 4;N -t VSE GIANT 26.}tOORCON81tS((.TICN-WFCM F'RE6CPoPIVE FEIHIOD R.00RFRAMPIG SHALL BE 1 ALL ELEOTRICA.WGRK 18 TO COPFL.Y WM4 NOO VOW 6TATENATI AL ELECIRICAL CODES 94 20 4W 44X1 ..• INV 360 360 160 360 730 10b N0 IY 786 I AHD TYPE OFNAL6 ATE PROPERLY NTALW N TAE NAIL NO1.E0.TM7WBIINTNH4IL HOLE•L'G TRYa NAILED IN ACCORDANCE WIN TABLE SJ UFCM NIGH WIND EDITION. AND NATIONAL FIiE'FRDTECTIOl A680CATION,CONYENRONAI.OIITLETS TO EE E'ABOT•E FN ATrlrawTx6r pt0dPt9eLa(eplrclobG ro1kF W i MECHAHISM88NgLp EE U6ED.Fq.LCW THE MA4.FACIUF�ER'B MOTTaICN PA'OLtl d.E91NlXOOW 40s I'!F NI W Odd Odd •-• ND5 456 466 B 202 466 265 265 IV I0 763 APPROI*jATE UFBY EaIIMTMEM. (INIAD IBE i1NE 2rr DRSOLO PPNGBNLL01fl OMD AS PER F50211 R.COR IILE66OIERTCAROIED. TYPICAL. FRAMRJCT AND UPLIFT G NpTTNE UMAR{d) ETBNOUYONW MCFOR6�S18 AgT10�EE�'UE'wIsT 00 2d FIRITBLOCKg14161, L BEPFAOVLDEp ABPERR621B 4.ALL EI MCAL MAO, WC14116,L SAI WINGABPERALL 91DE 1%1'. XGFa0H6 6o Poi' NLA 8 3-M add ... WO 930 420 N 160 792 M 246 Wt9 D0 N0 23ROOFAB&a1BL ATMEM TO BEINSTALLED STLL DAA 0020 A.AVWTA DIN COMPLIANCE MI ALL FFLICAtYa 6HCTROAL-OERTFIis) WAbz4"� 4a Fd' COILCTIM FOR OPENINCIS ItFOR II Ma",WCI"OXT00 WOOD BE;FkQR-TdATPLIL4I13 TO l//TURN WIN A Melfi N, 304APFL(CGINDERLAYIBNTTO BEENBTALWINITS VIATIALINORLAYMFM IM MC"F49OGAS ALLI•ASINS;OLLCIR10, RIM CODES. MR 01.1 loAOIwaoRAlLsd 2OO FOF H6 I0 ... 8-m 6•Dd 5303 ?A No b50 -• -.. 165 070 $00 •- •-- SCALEi V4' , p-(A' MTN CCMBIDERATKN GIVEN TO PY> ELE FUTift DOD 9FRWN•Aa CAFE 014=BE TAKEN TO APPLICATkH POR ROOFOLOFEB FR7FI tU10 WT6 VERTICAL M I WITS 6,THE CONTRACIOR8NA41:RELOCATE AOI.8U8TING ELEC1wCn 1FLEFHCNE,ME*14 AD TOR e61 F'GM'D MR Oman Noor,0,04,0 Waal mommA-(n-PERCENT SLOPE),tP t0 FOUR WIS VERTICAL N 0 WI16 CABLE I.Y.88RVICE WRNS AS(MISE D. 1 eouAPT 1NC11.646.0, 4I 16 441d 2•Sd 15-m TSN 680 695 4713 ... - 800 SW 916 NOWMAL(33"FE r:w N•OPEE INWRIAYfviNT mu BE TWO'LAYERS 6.ELECTRICAL 6Y81EM6 BW.L BE INBTALLEp M ACCORDANCE WITH iNE REt2WFII1ENT8 1 PCufo,.A.N6 N •• ..- ..- NOT WER TOR4tlTE THEAUT. OF CNA%EFtfi 33.42 CF THE REMPINTIAL CODE CF NOW YORK STATE A4CVA7FA GL4LOA FLOORSSHALL A &d,;ULCCr6UPPORT44GA APPI.EpINTIE.FC41.CUp{G RIANNER ,6PPLYAMMMM6•MCH•WDB EMVAPOu&W411 A ORDW*MR A20.6D15I.2ONad"Mi HS W 6Uaxlk 6ldxlk ... 2472 610 Tk ... ... ... 630 066 ... ... ... We (403 aM)STRIP OF TNGERLAYMItFELT PARALLEL.M AND STARTING AT TME 'LINSTALFEWEXHWFANATLOCATIONSNOW. MMMMOOCRMCROTHIRMSENOTED. b.NO 6TCIwdufim"'w6La'EN omm3 wife N S MiT& ... `Ab"iLE DESNBRN ASSOr.IATES ,. EAVEB,FAa1BED8Nr4=MYTo HDLDNPLACE• STARTMGATTMOAVE• EGUI"WWIIH)'E1'ALWANERWMBACCDW VAFFERAONSCG O R 8'L aNOIVIDUU.6vA1RTROAD6 exALL 6S oeekNeD rrxe ne NWCT W 4406 0h5*61li,l 20 M Bu 650 0 _. 1w 156 ow 4D ... ill HALT RLANE — LEVITTOWN NEW YORK 11756 — (518)-731-5506 Eo Aa LOADA.i6G•AVEk AN APPA OF4 NW lo 6•&Ix1V, &Bdxik ..• 3:96 626 910 '50 bffi .•. 160 680 606 490 APPLY 36•INGH•UNDE(914MM)SNEEIB OF WDBV.AYTL311 OVERLAPPIING FATE LOCATED N WALLS TO LE FLAT MOMMVEl ),YOU MDWIEDIN t61F01F4-YDh,b1PIWb�FD41VR LOAF PIRA 30,,4act.4D CaCualeLxATEP r ROOF TO BEPROPERI.YUTIATINER-SIRIPPEDANDCOWIERPIA191ED. F46OD110E6nAYGiGEAiflFeneeSE6 ;p0 % 84XIGIk e•Adxlk ••• 5116 ea6 sw Do BW --- 1WO m 00b 4" THESE PLo*S AND SPECIFICATIONS TO THE BEST OF MY' rNOWLBDGE, APPLY6 VE MEEIBRNCIE [483 MU AND FASTENED BFFICF2ILY O ewLan°6r4Re,uN1CNEVEI4 ... M ROLP ROAR WITS 4ERTICi41•M W WIt6 FIOPoIANTA. D.A OwAm CONS TED LOAD APPLIED MANY DIRECTION AT ANY (33�SL0PE1 oR TER WDER.AYhFNr BNALL BE OIE LAYER APPLIED OKE DETECTOR NOTES: PONT ALONG 1Y -'- SEINER,AND PROFI:BS'IONAL JUDGMENT ARE IN COMPLIANCE WITH THE a `0 N iFIE FOLLOWING MASER BDERdAYhMlr SHALL EE APPLIED OHNO:E FABHIIOH MW,L BE M6TAJ.ED AS PER7FE REOUDENTIAL MEW YORCOTATE BUILDING CODE E.An)c6 ecNNRue__r/mw ,w0eee euaLL EE DEeK4,6oM tats-2 B 6•Ra b.ad •.. 7441 160 760 40 385 ..- 656 Ebb 3S0 340 --- F y1r°1PENtIAL CODE OF'NEIU YORK STATE AdJp qS PER (R 3013.1.1) , 4�''L� wcm A�O1Pb' '"r1" C? LGN CRITERIA ARE DESICgNED IN ACCORpANGE WITH THE AMERICAN ' PARAI.IB-TO AND BTARTNGFR7M THE EAVB AND 4AtPFD2 MOINES f01 �I P,e64:toem2A7 PGR pP<H6 wrrw6:DroexrERioR wr4.Ln Wtt I0 6.16dx2k -16dxa -_ bSs1 a/0 g3p ' e1g y,0 ••• ,S 1B 480 666 T ANp PAPER ASSOCIATION (AP 4 FAIN WOOD PRAMS GAMERIHGTIONI PABIENED ONLY ASTECEB�21'TO H174D N PLACE --- 1F;_ MA FbR ONE AND TWO'FAMILY DWELLINGS (11PCM). `prgr Oz7sAA^�aQ : LL' FOF N Permit Number emu umb MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:C:\Program Files\Check\MECcheck\lynch new house.cck TITLE:Rock Cove La COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:01/03/98 DATE OF PLANS:05/14/03 PROJECT INFORMATION: Proposed construction of two story frame res COMPANY INFORMATION: Eagle Design Associates COMPLI,jNCE: Passes Maximmrt UA=383 Your Home=368 3.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor VA Ceiling 1,:'Flat Ceiling or Scissor Truss 1823 30.0 0.0 64 Ceiling 2:Cathedral.Ceiling(no attic) 302 30.0 0.0 10 Wall 1:Wood Frame, 16"o.c. 2259 13.0 0.0 159 Windowll:Wood Frame,Double Pane 324 0.320 104 Floor l:All-Wood Joist/Truss,Over Unconditioned Space 670 19.0 0.0 31 i 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 attes ' he best of his/her knowledge,belief, and professional judgment,such plans or specifications are in co 814 Builder/Designer 9 't T 27644A OPS >,, 7644- I