Loading...
HomeMy WebLinkAbout30662-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31427 Date: 02/08/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 250 NAUGLES DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 5 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 30, 2004 pursuant to which Building Permit No. 30662-Z dated SEPTEMBER 23, 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 2 CAR GARAGE UNDER, COVERED FRONT PORCH & FRONT & REAR ENTRIES AS APPLIED FOR. The certificate is issued to KAREN T. PITTMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0079 01/21/06 ELECTRICAL CERTIFICATE NO. 2052035 11/02/05 PLUMBERS CERTIFICATION DATED 12/30/05 JZEE'S PLUMBING & HEATING c or zed iignature Rev. 1/81 ' 1`A S --� Form No.6 ( .ha t I i V� TOWN OF SOUTHOLD 7 BUILDING DEPARTMENT l7 r> fp TOWN HALL 765-1802 rnt 2 ro APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled�}}typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 / Date. /— 26 — 06 New Construction: _ �/ Old or Pre-existing Building: (check one) Location of Property: 21�0 N AQGI.£5 RD House No. Street Hamlet Owner or Owners of Property: Cs A(�L 4' -T£2£SA bKrtxnj Suffolk County Tax Map No 1000, Section 9q Block S Lot 2 Subdivision Filed Map._ Lot: Permit No. 3o6G2 Date of Permit. cf 23 jc4 Applicant: �T DARxn� Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ 25` Applicant Signature c0� 31`( 7 arnrsrn�rs�ns��nss�n�nrnrnrr�n�crs �n�n ��n r� r�nrncn�n��rr�n�ncn�n��nrs o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 I , -) 5 RAYNOR FRANK L. GABE DARIN CC, 1800 HARBOR LN./BOX 1065 250 NAUGLES DR e5 CUTCHOGUE, NY 11935, MATTITUCK, NY 11952 e5 Located at 250 NAUGLES DR MATTITUCK, NY 11952 5 e�C 55 Application Number: 2052035 Certificate Number: 2052035 5 Section: Block: Lot: Building Permit: BDC: ns11 rS SDescribed as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 55 electrical devices and wiring, described below, located in/on the premises at: 5 �@+7 Basement, First Floor, Second Floor,Attached Garage, Outside,Attic, 5 L55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 J herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of November,2005. 5 5 Name aTY Rate Ratine Circuit Type L'S, 5 Alarm and Emergency Equipment 5 Sensor 4 0 Carbon Monoxide 5 5 Sensor 10 0 Smoke 5 5 Appliances and Accessories 5 Oven 2 0 7.3 KW 5 5 Exhaust Fan 5 0 F.H.P. 5 5 Dish Washer 1 0 1.2 KW 5 Hydro Massage Tub(Therapeutic 1 0 5 5 Pump Motor 1 0 1 H.P. 5 Furnace 1 0 Oil rr5 5 Wiring and Devices Outlet 51 0 Fixture 5 5 Fixture 51 0 Incandescent 5 5 Outlet 138 0 General Purpose 5 5 Receptacle 77 0 General Purpose 5 5 Switch 66 0 General Purpose 5 5 GFCI Circuit Breaker 1 0 15 amp Appliance seal 5 GFCI Circuit Breaker 1 0 20 amp Appliance [5 5 Continued on Next Page 1 of 2 SS This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o rJ-cPr PLPL'3 in In IO O NNNNNNNNNNNNNNNNNNNN NN N NN NN rrNJ�lNrE3J I7 BY 5 THE NEW YORKTBOARDHIS cOFATE �FIRE UNDERWRITERS 5 5 U ERWRITERS 5 5 BUREAU OF ELECTRICITY c5 ee5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 55L+ 5 RAYNOR FRANK L. GABE DARIN 5 5 1800 HARBOR LN./BOX 1065 250 NAUGLES DR 5 CUTCHOGUE, NY 11935, MATTITUCK, NY 11952 S C5 55 Located at 250 NAUGLES DR MATTITUCK, NY 11952 5 5 5 Application Number: 2052035 Certificate Number: 2052035 c5 SSection: Block: Lot: Building Permit: BDC: ns11 S Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5� Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, rrr�5 C`] A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 rrr±±± authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of November,2005. S Name OTY Rate Rating Circuit Type 5 L5� Dimmers 12 0 I' 5 Receptacle 2 0 20 amp Laundry 5 5 Paddle Fan 10 0 5 5 Receptacle 21 0 GFCI 5 rj Service SCC' 1 Phase 3W Service Rating 300 Amperes 5 5 Service Disconnect: 1 150 cb 5 Meters: I 5 5 5 5 5 5 5 5seal 5 52 2 rrr5 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 DN r3r PNN iffl3l 0 Town Hail,53095 Main Road y Z p Fax (516)765-1823 P. O. Box 1179 .+0 fly 1�Y7 Telephone(516)765-1802 Southold, New York 11971 t .''`�io� err ft I OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T -I F I C A T 1 O N DATE: 100/05—, Building Permit No. 3ot.,.Z a Owner: (,�)Arao- Clori^J, (please print) Plumber: J _ 2 <t`.s ilb1 . nPS#4i--- d-6k47t (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbernature) Sworn to before me l7this 030 61' day of b$_ Notary Public, [ �� (( County JAYNE P. MARTIN .. Notey FWAe, State of New York No. 77882% Qualified is Suffolk Comity Qmnmia an Expires Jan. 81,is. o O 7 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. 30662 Z Date SEPTEMBER 23 , 2004 Permission is hereby granted to: G DARIN (PITTMAN) PO BOX 653 MATTITUCK,NY 11952 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 2 CAR GARAGE UNDER, COVERED FRONT PORCH & FRONT & REAR ENTRIES AS APPLIED FOR at premises located at 250 NAUGLES DR MATTITUCK County Tax Map No. 473889 Section 099 Block 0005 Lot No. 002 pursuant to application dated AUGUST 30 , 2004 and approved by the Building Inspector to expire on MARCH 23 , 2006 . Fee $ 1, 838 . 70 i Authorized Signature ORIGINAL Rev. 5/8/02 7 ( !i ti� OF SOUTyolo 'F©} eOOUNIV,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS.ULA*ION [ ] FRAMING / STRAPPING [ti]'FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �N✓ �� � -�,>� /��1�� r v DATE ( INSPECTOR 3 a Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING (_5TA41fPP11Vf5) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND AINSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ti" r o4JAjo of� DATE f�� 7 �� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 12 REMARKS: �2 Pa 0 DATE s �- O S INSPECTOR �� OF SOUTyo� um, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPE TION 4rUNION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &%CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / —,`'"'�'"� 0Lol . DATE INSPECTOR INSPECTOR , 30� -?- 76S-1802 BUILDING DEPT. INSPECTION [ ] FQtINDATION IST [ ] ROUGH PLBG. [ v]/FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� ? © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ Ar OUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:� �Si ��a DATE ! S G INSPECTOR TOWN OF SOUTHOLD kOPERTY RECORD CARD OWNER STREET 2 VILLAGE DISTRICT SUB. LOT FORMER OWN N ACREAGE /} TYPE OF BUILDING S TayoH RES. VL. FARM COMM. I IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS gna /10- o (1 0 a 0 0 3fb 1n oo- d3A1�3- Ferro P`lkman gel �bo 6 ea ✓ S a7 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER J Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 7 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House Plot Total I 4 I I J Yt Bldg. Foundation G /3 Both .xtension Basement fv J Floors xtension Ext. Walls Interior Finish :xtension Fire Place Heat p 4- Porch Roof Type -t e Porch Rooms 1st Floor 3reezeway y «4 Patio ;,., '•'I" X a 6 Rooms 2nd Floor ;arage Driveway Dormer }. B. ITECNOLOGIES 13405M&Ro4hkMftOd6 New Yad 11952 Hi1.298-1129 fac 6311%.1128 August 27, 2004 Town of Southold Building Department Southold, N.Y. 11971 RE: Darin Residence Naugles Road. Mattituck, N.Y. 11952 Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York State Construction Code based on (AF&PA) for one-family Dwelling to the best of our knowledge. If you have any questions or comments please call our office at 298-1129. Th ILNIur time and consideration. � h 5,ufy " 3n, 2nk Notaro YY7111r,>,t?97= 3/(G y f.1-7 106 �AeE 2A m 6 Q»0 &AQGs Sk a 4�iTuC* z . . Permit Number RESCheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:C:\SDSK\PROJ\Check\REScheck\DARIN.rck TITLE:DARIN RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:08/26/04 DATE OF PLANS:AUGUST 27,2004 PROJECT INFORMATION: NEW 2 STORY SINGLE FAMILY RESIDENCE ON VACANT LOT. COMPANY INFORMATION: ARCHITECNOLOGIES P.O.BOX 93 MATTITUCK,N.Y. 11952 NOTES: -11-3 SINGLE FAMILY RESIDENCE -HEIGHT-35'-0"GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION -SITE PLAN W/HEALTH DEPARTMENT APPROVAL -FOUNDATION PLAN -FIRST FLOOR PLAN -FIRST FLOOR DECK FRAMING PLAN -SECOND FLOOR PLAN -FIRST&SECOND FLOOR FRAMING PLANS -ROOF FRAMING PLAN -BUILDING SECTION -WEST& SOUTH ELEVATIONS -EAST&NORTH ELEVATIONS -ENERGY CALCULATIONS -NAILING SCHEDULE&PLUMBING RISER DIAGRAM COMPLIANCE: Passes Maximum UA=3184 Your Home UA=2987 6.2%Better Than Code(UA) N 4 Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 3315 19.0 38.0 56 Ceiling 2: Cathedral Ceiling(no attic) 470 19.0 38.0 8 Wall 1:Wood Frame, 16"o.c. 3840 15.0 21.0 130 Window 1: Wood Frame:Double Pane with Low-E 4 0.310 1 Window 2: Wood Frame:Double Pane with Low-E 4 0.310 1 Window 3:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 4: Wood Frame:Double Pane with Low-E 4 0.310 1 Window 5:Wood Frame:Double Pane with Low-E 22 0.320 7 Window 6:Wood Frame:Double Pane with Low-E 22 0.310 7 Window 7:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 8:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 9:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 10: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 11: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 12: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 13: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 14: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 15:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 16: Wood Frame:Double Pane with Low-E 30 0.320 10 Window 17: Wood Frame:Double Pane with Low-E 22 0.320 7 Window 18: Wood Frame:Double Pane with Low-E 22 0.320 7 Window 19: Wood Frame:Double Pane with Low-E 22 0.320 7 Window 20:Wood Frame:Double Pane with Low-E 22 0.320 7 Window 21: Wood Frame:Double Pane with Low-E 22 0.320 7 Window 22:Wood Frame:Double Pane with Low-E 22 0.320 7 Window 23:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 24:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 25:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 26:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 27:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 28: Wood Frame:Double Pane with Low-E 4 0.310 1 Window 29:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 30: Wood Frame:Double Pane with Low-E 4 0.310 1 Window 31:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 32: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 33:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 34: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 35: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 36:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 37:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 38:Wood Frame:Double Pane with Low-E 7 0.310 2 Window 39:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 40:Wood Frame:Double Pane with Low-E 5 0.310 2 Window 41:Wood Frame:Double Pane with Low-E 4 0.310 1 Door 1:Glass 38 0.320 12 Door 2:Glass 38 0.320 12 Door 3:Glass 38 0.320 12 Basement Wall 1: Solid Concrete or Masonry 221 0.0 9.0 21 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 3.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2450 15.0 21.0 64 Floor 2: Slab-On-Grade:Unheated 2450 0.0 2553 Insulation depth:4.0' Boiler 1: Gas-Fired Steam, 85 AFUE Air Conditioner 1: Electric Central Air, 14 SEER w 1 COMPLIANCE STATEMENT: The proposed'building'represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. t+'e1p� Builder Designervt►tlii _ y Date '0 CP iipa sr�VR.�aO,s`. qtr i REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release la DATE:08/26/04 TITLE: DAMN RESIDENCE Bldg. Dept. Use I Ceilings: ( ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity+R-38.0 continuous insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-19.0 cavity+R-38.0 continuous insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity+R-21.0 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,9.0'ht18.0'bg/3.0'insul, R-9.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 5. Window 5: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?( ]Yes[ ]No Comments: [ ] 6. Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window 7: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I � [ ] 8. Window 8: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 9. Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 10. Window 10: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 11. Window 11: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes`Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 12. Window 12:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?( ]Yes[ ]No Comments: [ ] 1 13. Window 13: Wood Frame:Double Pane with Low-E,U-Factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 14. Window 14:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 15. Window 15: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: ( ] 16. Window 16: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 17. Window 17: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 18. Window 18: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 19. Window 19: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 20. Window 20:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 21. Window 21: Wood Frarne:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 22. Window 22:Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: 1 r � [ ] 23. Window 23: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break`? [ ]Yes [ )No Comments: [ ] 24. Window 24: Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 25. Window 25: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes( ]No Comments: [ ] 26. Window 26:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ 1 27. Window 27: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 28. Window 28: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 29. Window 29:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ j No Comments: [ ] 30. Window 30: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 31. Window 31: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 32. Window 32:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes( ]No Comments: [ ] 33. Window 33: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 34. Window 34: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 35. Window 35: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 36. Window 36: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 37. Window 37:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes 1 + 1 Frame Type Thermal Break?[ ] Yes•[ ]No Comments: [ ] 38. Window 38: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ) 39. Window 39: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 40. Window 40: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 41. Window 41:Wood Frame:Double Pane with Low-E,U-factor: 0.310 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 Comments: [ ] 2. Door 2:Glass,U-factor: 0.320 Comments: [ ] 3. Door 3: Glass,U-factor: 0.320 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-15.0 cavity+R-21.0 continuous insulation Comments: [ ] 2. Floor 2: Slab-On-Grade:Unheated, R-0(uninsulated) Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1:Gas-Fired Steam,85 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 14 SEER or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: f 1 I Suonly ducts in unconditioned attics or outside the building must be insulated to R-8 [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. ( ] Supply ducts in unconditioned spaces must be insulated to R-8. 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: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. 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: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. 1 � Table ]: Minimum Insulation Thickness for Circulating Hot Wgter Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ^y ------------------------------ - FOUNDATION(2ND) � z _ y ROUGH FRAMING& PLUMBING 1n ' OyL y r r INSULATION PER N.Y. STATE ENERGY CODE 3 p FINAL ZI :b ADDITIONAL CONEV1ENTS ,o m m z tv g � 0 z � x � a a dy 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 0 b ,2 Check Septic Form N.Y.S.D.E.C. Trustees Examined. 713 '200V Contact: Approved,20OV' Mail to: Disapproved a/c Phone:—., Expiration3 20 ,L ' Y i ai Building Inspector lX,u AUG PPLICATION FOR BUILDING PERMIT Lc n Date OuQo2Sp � 2-1 2004 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 th-work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance;or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. plgtCtA\-rz_ck\3o1sDG t r S (Signature of applicant or name,if a corporation) KA A�tnw 1e_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder _ ,�K_nStUT Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section !aq Block L-16 Lot 02- Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Z- Sir vt SZ7v 1 QGauv„\ 1 tZeS den c e 3. Nature of work (check which applicable): New Building��Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I'll' 22-t3 0LXD., oy Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 4 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 t, Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front "1 Rear -7 �'- -1 Depth 4 Height 5s;- Number of Stories 2 9. Size of lot: Front 23co-to Rear c i' Depth w39 • 23 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12- 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_NO_X 14. Names of Owner of premises C o'&Z-vc, t- Address?.o.aox co63 kAgtf. Phone No. Nameof Architect t-lo}cx_,co Address--yZp,-,3oxga Wa-i+. PhoneNo(to3t 26k6-lt2q Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO -K * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF , Ock-p— being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ftw=' " "�{- (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 =.ZT day of 20A_t� ZAAL ✓L Not&y Public Signature of Applicant MARIE A.WOODS No. ObIrY Puft Stft of New York Qualified In Suffolk County My CW09NIOn&ON Aug. 1S.20 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 08/31/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Epperson, Brooke P.o. Box 93 Mattituck, NY 11952 Clerk ID: JOYCEW Internal ID: 100098 Applicant/ Date. Owners Name:.. A P 'Reviewed: 3 Architect/ Date Engineer: J�- Submitted: SCTM #: _ District: 1.000 Section: Block: _ 1,01: c--2 Project Subdivision - r $in&Ie&separate Required certlGcation: (Yes f o) t� Req R� 11.0(size: A 'Lnuing District: J�[ � �. d�'� - aual: -7!2120 I (I.ot cuveryge �•Nrutxxcd � ReqSir "K. S /S fProposed: J1 i`e �� i (front Yud Proposed.. J [Side Yard Rear Yard Proposed ( Project Description: 2�eu - - AGENC3WlKRMM Permit R�QLtIR>R'D FOR REVIEW NA-. M YM Kmbpr Suffolk County HealthDept. - ' New York State. D. E:C. Town Trustees / Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: --x N i' ' '�Y .. "; J i` ;J SURVEY OF PROPERTY zop gIAY I I P 2 AT AIA TTITUCK TOWN OF SOUTH'OLD (VACANT) SUFFOLK COUNTY, N. Y. — - 1000 SCALE. *=W' EL )0.4. NASI, IJCS APRIL 19, 2004 3/30/04 TEST HOLE DATA �., ROAD EL. n.o' fZa TES lao LN�cD LOAM A's772B.72' 207. 1228. 72 ' L=94,27' 1 Q. 0.0• a q 6 t -- ,.3' L' 2F- FE a. 17.1• 8=965.36' L-142.37 PALE 9ROW Phr 10 COARSE 54AC 0.35 Er., t0.7• W7N 10SORAWfL SW 1 0.7•W 77 VIA MR w PALE dPOWV FADE >a COARSE _- � ------ 9• SAAR WTN 10l GRAM SW M]FFOLIC COUNTY DEPARTMNI'Or hEALTH SERVICES LATER rN EROWV SETT sA.vO SM 04 MR N SRORN SANDY CLAY Z � — _ 6° 'PERMIT FOR APPROVAL CSF--ON T h UC'a tON FOR A ------ AD ACLA YEY SAW SC ♦a I c -1 �► � o NGLE;F'At'?"RUF rItESMENCE ONLY 70 - o - ooh W1 TER IN BRom nN2 M COARSE SAND SW 52' i3, D GRADING PIAN I a $ ROVE rn SE OMS F.F. EL 24' 4' APPROVED FORT�I.gJ{A1UM^ PIPE DATE OF APPROVAL E7{PIRES THREE YEARilC-,ROM F"S'W WADE EL 20' R 60' - aROPOSED -.._.. .. LE: HOUSE }S I y R EXCAVATION INSPECTION REQUIRED s.r E E � FF. EL 24' So I FOR SANITARY SYSTEMns 167' Is 40' � BY HEALTH DEPARTMENT r rwlEAawc `,' I I D ROPOSED SEPnC SYSTEM J LEACH/NG POOL12' DEEP WNX CLEAN EL. D I y e ILA tR �� We u 2 LAND COLLAR. REMOVE MATERIAL DOWN 7 SAND SP AND BACKFILL WTH CLEAN SAND. t MKt6i W (/ I 4& y J 1,000 GALLON SEPTIC TANK. q. -16 b '" I I * t#O Z f►I n n familiar with the STANDARDS FOR APPROVAL D CONSTRUCTION OF SUBSURFACE SEWAGE _ .)SAL SYSTEMS FOR SINGLE FAMILY RESIDENCES O I _ will abide by the conditions set forth therein and on the it to construct. CF' L 'WED'ocation of wells and cesspools shown hereon ore 1:3 field observations and or from data obtained from others. s? ACNAL 3.0 W tions referenced to on assumed datum. 234• I GEED) '�� ILTERAnON OR AD0177ON 7n THIS SURWY /S A WOLA77ON WELL �. 313' 518,4 W 235.60 I �p LANG) nay �?Ds of TN£ NEW YORK SrA TE EDUCA77ON LAW F NEW y AS PER 5£CIIdJ )209-SUBDVNSION ?. ALL CERT1fICAnONS aET+ Wo 4 ARE VALID FOR THIS MAP AND COPIES THEREOF- ONLY IF t.METH �iP� AP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR o o'4E �REN R08ERT FtU$AK SIGNATURE APPEARS HEREON. OF WW-�• '� C. NO. 49618 nument HUSAK, £CONIC P.0 wEu N�p�F FRANK (DWELL'" (637) 7 5- 02q FASB (637 5-7797 :72,340 SQ. FT. P.O. Bo = 1230 TRA tis7pp� SURVEY OF FRO TY P` AT MATT'ITUC TOWN OF SO UTHOLD (VACANT) SUFFOLK COUNTY, N. Y. 1000-96- -- SUL& 1**W uAr� APRIL 1 A 280}4 Q ia�• _y ��}� f o. DEC. 9, 2004 (FNDTV. LOC.) R�+Re{iV Fi f . MST NME DATA f as EL 7ao'3130104Lr 'D LOAM Re72287p• L=20121. 1228. 72' L094 27' R=965.36' Lw142.37' EL' 10'0' EL. Ia a5l PACE BROW FM 70 COARSE SAND O.Yw WIN IOX GRAND. SW EL. 23' ------ 7r MM AR w PALE BROW FM 70 CaARSE 2 ------ e, SAAR WIN /0!SMAKI SW ,r'1 y O MM 16R W snow SC>Y SAW Sw MM 7U w BROW SANDY CLAY AND OLA WY SAID SC t a. 2e' Q,l MM 70 NJ WOW EMF 1'O COARSE SAND SW u Q4ADMiG PLAN . I 4 p I F.F. EL 24' �APPR0IEO 4 . • I e2.e' nMSYO QYAOF EL fas, VrAW JORM LE: 7. 7e.r 145' ip r ro LCA aWA7 PROPOSED SEPTIC SYSTEM L N [t] LEACHING POOL 12' DEEP WITH 3' CLEAN EL o• a aANE7ER I I pNp pp SAND COLLAR. REMOVE MATERIAL DONN V TO SAND SP AND SACKnU INTH CLEAN SAND. ♦ g I I �► [1] 1,000 GALLON SEPTIC TANK. EL -7e am familiar with the STANDARDS FOR APPROVAL IAN 4I ND CONS7RUC770N OF SUBSURFACE SEWAGE I ISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES O nd will abide by the conditions set forth therein and on the L ,� ermit to construct. ] o �2. �� DF NE he location of wells and cesspools shown hereon are s SAL S�P��t.MErwy09� -am field observations and or from data obtained IFom others. fevations referenced to on assumed datum. a p.1 ; W 235.60 VY AL,IERA77ON OR ADDITION TO THIS SURVPY IS A WOLA77ON - SEC77ON 7209 OF THE NEW YVRK STATE EDUCA77ON LA w. � � xEpr AS PER SECTION X209—SUAPWSION 2. ALL CERnRCAr1WS "CL r SAK NEW APX VALAD FVR TM MAP AND COPIES THEREOF ANt Y F 6A t ` y T � A � VD MAP OR COMES " TILE WP^WD SEAL OF THE SURVEYOR o �� H�' ,� Ac R0� PECONIC SURWYORS, � . AND WOSE SWARM APPEARS l+t<R `W =Monument N/a>� 7D� (631) ox 909170 FAX (6 —1797 P.O. BOX 909 R£A=71,340 3O. FT 1230 SOUmaO ERS 971 104-127 � 1 SCANS Re� R/� ag-oo-r9 N Sepia Measur•emenl% ,A, B, 5T ZZ 41 SURVEY OF PROPERTY /-P 0/ 35 46 ea —43 57' AT MATTITUCK TO WN OF SO UTHOLD (VACANT) SUFFOLK COUNTY, N. Y. 140000-99-05-02 SCALE: V-50' EL 10,4' NA 19, 2004 TEST HOLE DATA ROAD EL II.°' DEC. 9, 2094 (FN071v roc,) N TEST F•� jr, - (;I. HOLE DEC.8, 2005 (P//VA, JJO04 / / J EL. 10.0' NIXED LOAN R=121B.7?• L_,01,?1• rE REL1228. 72 ' L=94. 27 R=R65 r36 ' L=142. 37 ' EL' 10'0• ______ 1.5, 0.5's ELFCTR a EL. 10.7' PALE BROWN FINE >a COARSE SANG O.7W uETEH \ HOCK b W1H IOx GRAVEL SW \ALL E1. 7.d' ------ ZT WA TER IN PALE BROWN FINE 10 COARSE WELL ______ �, vl Z SAND WIN IOx GRAVEL SW Q WATER IN BROWN SILTY SAND SW •\T-\ \G5 I WALL _____- tz I �:_..� W __ WATER /N BROWN SANDY CLAY T —I U) AND CLAYEY SAND SC t CL 0I \\ 1 YUECK (S m I WATER /N BROW FINE TO COARSE SAND SWR _ aB - ix !1' : I I5.0• ♦1.4 ro f/F ✓„d I I5 O 0 W M GRAD/NG PLAN 20 I 2 STY AR a e/ 20.4 m x LL n o o jM.GUR. DECK •H ASPHALT I ImTI F W z mr } F.F. £L. 2Z' PSE APPROVED O 47.7' 1p COVC. D D jr ~ I W 7 Q a) FIN/SHED GRADE EL 20- r- - DECK _— V R° a q I.E. Z I PH+p. S>• CONC.ti Ta W U W Y y 1000 GL Gl ',•� yN !� I D I+. L s'T . `i Ii.S• I.E. l.f. 10.2' � 18.7' Ids' e : eruAaWNc h O POOL 1 srav£ TALL PROPOSED SEPTIC SYSTEM o I NET.WALL I O N Cn L v EE. o' W x 'i [11 LEACHING POOL 12' DEEP WITH J' CLEAN B DAMETER I I m W m SAND COLLAR. REMOVE MATERIAL DOWN W W 0 90 D u TO SAND SP AND BACKFILL WITH CLEAN SAND. a GROVEL rn I Z N I[1J 1,000 GALLON SEPTIC TANK. El. -76 I ^ m > I C) O I lam familiar with the STANDARDS FOR APPROVAL r- AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Q I and will abide by the conditions set forth therein and on the L - permit to construct. SHO $ EL. 722 W The location of wells and cesspools shown hereon are SHE ACNgL) from field observations and or from data obtained from others. }'0W pFNE 90' DE I P W o Elevations referenced to an assumed datum. 235.60' ED) (DWELLING) g�34. �*t.me ANY ALTERATION OR ADD/77ON TO 7H/S SURVEY /S A VIOLATION „,ell o EL. X1.3 $78.47'30 W �pI QF OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. P EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS �N aON SAIDHER£ON MAPRE VALID FOR OR COPIES BEARS MAP AND THE IMPRESSEDIES SEALOFET E SURVEYOR ONLY IFD4£ � � & ROBERT H�SgK 0 =MonHOSE SIGNATURE APPEARS HEREON. Wei NIOIF FRANK HjjSAK JR WELLNG) /P6o. )BO6�0910NIP 7AREA=72,340 SQ. FT. 1230 TRAVELER 1Cn/IT�n, n V J v`3 GENERAL NOTES : CONSTRUCTICQN LEGEND : DOER SCHEDULE . DRAWING LIST: W 5s NEW EXTERIOR P,ART."n - 2"X:6"WOOD STUD WALL W/ 1Y2" CDX PCY1yVD FIRST d COND FLOOR DOORS _ _ A,0 FOUNDATION PLAN H"�'I 1. ALL WORK SHALL COMPLY WITH FEDERAL. STATE, AND LOCAL BUILDING CODES ''T'+^` EXTERIOR SHEATHING (TYVEK WRAPPED&TAPED). QUALITY EDGE S101NG DOOR ID'('II DTH HEIGHT OPERATION LOCATION - - -- z BV"TRU-SHAKE"- COLOR WICKERAPP. EQ. PROVAAWGYP. 9D.(SCREWED/TAPED) MATERIAL A.T FIRST FLOOR PLAN �M� AND ORDINANCES. CUR. PINE 5." CQ E TRIM, &.R-21 FOIL FACE tl•7SUL MIGH DENSITY). A.1-1 FIRST FL. DECK FRAMING PLAN �„/ 3 1/2"WIDE'DL"ER+A PINE 0000 AL TRIM ON ALL WINDOWS&DOORS :3'-O" e'-8" STEEL DEFT SWING GARAGE 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE ALL WINDOWS 76 HAVE STOOL. 3 &-O" B'-8' STEEL RIGHT SWING GARAGE - - FIRST FLOOR A.2 SECOND FLOOR PLAN O OWNER ARCHITECT WITH COPIES,OF ALL REQUIRED INSURANCE AND NEW INTERIOR PARTITION-2"X 4v WOOD STUD WALL^KITH 1/2" QYP. BD _ - A.2-1 FIRST FLOOR CEILING FRAMING & WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL BUB-CONTRACTORS. -��', (SCREWED/1,ARE©)APPLIED 130TH SIDES. NOTE: PROVIDE MOISTURE g' - �3'-O" B'-6" i/2 GLASS LEFT SWING GARAGE - - RESISTGYP,.BD. (GREEK Bb,) FOR ALL BATHROOM WALL AND CEILINGS. SECOND FL. DECK FRAMING PLAN O 3,THE CONTRACTORS SHALL BE RESPON516LE FOR ALL DIMENSIONS AND PROV. CEMENT WALL BD. FOR ALL TILE AREAS. 3© V-O" e'-0" STEEL ELECTRIC GARAGE - U 1 CONDITIONS A THE JOB.THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS 2'-4" A.2-2 ROOF FRAMING PLAN c� � m FROM THE DIMENSIONS THE J BROWN. INTERIOR PAINT-TO BE"BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND A.S BUILDING SECTION O z I TWO GOATS PINI$H (OOLORS T.B.D. BY OWNER) SATIN FIN THROUGHOUT 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE U.O.N. ALL TRIM SEMI-QLOSS. i I A,4 WEST & SOUTH ELEVATIONS N DRAWINGS UNLESS OTHERWISE NOTED. A.4-1 EAST & NORTH ELEVATIONS HARDWOOD,FLCOF4ING-SELEOT #1 RED OAK 21/4'W., 15LB. FELT-UNDERLAYMENT W/ ! DOW LEGEND : 3-5 0. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND D?4�1 (3 FINISH.COATS OF CLEAR SATIN POLYURETHANE.) _�, A.5 ENERGY CALCULATIONS PROTECTING ALL WORK bURINO,CONSTRUCTION AGAINST DAMAGE, BREAKAGE, A.6 NAILING SCHEDULE & P.R.D. U � R COLLAPSE. DISTORTION, AND MI5-ALLIGNMENT ACCORDING TO ALL APPLICABLE SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND MAILED ALL WI1 10WS TO BE ANDERSEN 400 SERIES. 6,-8�� CODES. SUB FOR TILE AREAS�tO SE SCREWED AND GLUED. 6,THE CONTRACTOR SHALL PAY FPR AL PERMITS, FEES, AND COSTS RELATED TO CERAMIC TILE- "AMERICAN OLEAN"TILE OR APP. EQ.� TILE TO BE INSTALLED �VI N DOW SPECS o m THE WORK OF THIS CONTRACT U.O.N. CONTRACTORS SHALL INItIATE ALL REQUIRE OVER A/2°CEMENT 00ARD U.O.N, WALL AND FLOOR GROUT TO HAVE � IN INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U:O.N. WATERPROOF ADDITIVEMIXED IN, AN RSEN ROUGH ROUGH ~i <� REF ENCE OPENING OPENING QTY 2 O 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS N BER WIDTH HEIGHT 0. RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE, GRAVEL KO A3 3'-0 1/2" 2'-O 5/8" 5 S. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE © 7W' g210 3'-O 1/e" 3'-O 7/8" 4 DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. © C 5 2'-4 7/8" 3'-5 3/B" 2 9. DOU@CE JOISTS ARE TO.BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING TOTAL 11 PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS REFER TO CONSTRUCTION DRAWINGS FOR SIZER. WINDOW S )F WIN 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR M2 CONST. GRADE OR BETTER F SIDES OF WINDOW 1' BELOW WINDOW SILL. PROV. WATERPROOFING ALONG ENTIRE 11.THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK G GRAVEL FILL FROM FOUNDATION BELOW GRADE, INCLUDING SUCH AS BUT NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. GRADE I- WELL. PARGED JOINT BETWEEN FOUNDATION ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE (TYP. ALL AREAS) AND CONTINUOUS FOOTING. PROCEEDING. PROV 2' X 2'X t' D. PROV, BEAM POCKET P CONIC. FTG. (TYP.) OV 5/8"ANCHOR BOLTS Q (TYP ALL BEAM CONDITIONS) 3 "O C (MIN. 1'-O" FROM CORNERS) '' 8" P. CONIC. FOUNDATION FOUNDATION NOTES : WALL W/24" XWA FOOTING (TYP- ALL) PROV. W W.M. INNWALL W 1. BASEDONSOIL BEARING CAPACITY, TWO TON PER SO, INCH SUBJECT TO INSPECTION AND VERIFICATION. r !" �r�a.m `:jw -• - '- 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL I'1 I _ I O SBE SET TEP FOOTINGOR LOWER S ARE TO HAVE A .A$0 DEGREE EGG EMA ANGLE IMUM FROM ANY OTHER FOOTING. PROV. 2' X 2' X VD. PROV. WA FRPRQpFING ALONG ENTIRE P. CONIC. FTG. (TYP ) OF 3. ANCHOR BOLTS TO BE AT LEAST 6/6"IN DIAMETER AND 1 O° IN LENGTH WITH A FOUNDATN BeL;6Qw'GRADE,'fNCLUDW I LLI MAXIMUM SPACING OF E A LE CENTER. PA14QED JOINT I BEEN F6UNDA71b0N LINE ©F DECK ABOVE � I CERTIFICATION TI AND coNTlNuo( FooNNd. ! I NAILING III CONNECTIONS Q Z 4. ALL CONS,)RETTE TO BE 1:2:$MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTE O l�fl^i aF REQUIRED. ORS J ?'J L 24'-6° PROV. 1/2" GYP. BO. CLC. I cn P. IF CONCRETE BLOCK FOUNOA-AONS ARE TIP BE USED, THE BLOCK SMALL BE 4".' I (TYP. ALL BASEMENT AREA �4" P CONIC. SLAB ON COMP � ASTM-146 WITH FULLMQRTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID FI�WITH W.W,M.6 X 6 REINF. „ 8" P. CONIC FOUNDATION WITH REINFORCEINEN7. CORES WIT44 ANCHOR BOLTS ARE TO BE FILLED TWO cJ• T-1 1' 11'-7" , 1 WALL W/24" X AL ) COURSES DOWN SEE NOTE 3 ABOVE, _ I p 17 FOOTING (NP. ALL) PROV W.W M IN WALL 6, PROVIDE0.025" ALUMINUM TERMITE SHIELDS OVER,FIBROUS INSULATION AT ALL PERIMETER BILLS. -.°, 7. ALl�.1Fj D IN'CQNTAC-1 WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PFIESSU TREATED STEz 4" DLA STRUCT. I U / e IT SEL COL (NP ALL) j n L CONSTRUCTION SHALL I MEET THE REQUIREMENTS OF THE GARAGE SLAB -^-- / / CODES OF NEW YORK STATE. 21_3" ND : I �, r FOUNDATION LEGE PROV. 1/2" GYP BD CLC. JB (TYP. ALL BASEMENT AREA) K PLUMBER CERTIFICATION H ON LEAD CONTENT BEFORE •.'.{ I SD 37 NEW S" POURED CONCRETE FOUNDATION WALL t PROV CONCRETE SUMP AREA FOR CERTIFICATE OF OCCUPANCY REFER TO DRAWING A.3 FOR HEIGHTS. { A SUM PUMP. ELECTRIC &S 3" POURED CONCRETE SLAB WITH 6X8 10/10 W.W.M. ON CLEAN .,` ASR QUIRED � 9'-O° C.H. SOLDER USED IN WATER 3" POUR POURED I}} FLOOR / I L `� SUPPLYSYSTEMCANNOT i• Did PROV. z'x z'x r D, EXCEED 2/10 OF 1%LEAD. •.�. J-O C.H. P CONC. FTG. (TYP ) ` PROV. 4" P" X 18" IGH PROV. 2'X 2'X t' D. 3'-6" X 5'-10" X 18" HIGH. 27'-2" I P CONC. FTG. (TYP ) 1 l2'_T' , PLUMBING an ALL PLUMBING WASTE ELECTRICAL LEGEND " ��' (AREA 8 GYP, 8WATER LINES NEED 7 8 (AREA ABOVE BOILER ONLY) TESTING BEFORE COVERING 7 -PR 4" DIA. STRUCT. BO GAL. "SUPERSTORE" 't'�;,,11� I® \ STEEL OL (TYP. ALL) \ HOT WATER STOR. TANK. FLOOD ZONE_ NOTE:ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND I y REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F U. IS TO °�;, so BE PRESENTED TO THE OWNER AT THE OOMPLETION OF THE JOB. COMPLY WITH CHAPTER.46. NOTE: THE OWNER SHALLPRQVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE �„^ I FLOOD DAMAGE PREVENTION NOTED. ALL OTHER ICAL EQUIPMENT AND MAIL.TO BE SUPPLIED BY THE Ir' _- "" E I K SOUTHOLD TOWN CODE. ELECTRICAL CONTRACTOR PROV--4" DIA. STRUCT. ELE(;T'.R .,1p,5. // STEEL COL. (TYP. ALL) NOTE:ALL SWITCHES ANQ•REGF�PTACLES TO BE'LUTRON', "DECORA" IN COLOR PRO OCdPgAdE OPENIN F"':.:I I 4" P. CONIC, SLAB OM.COMP. \ C4" P. CONC. SLAB ON COMP. DO NOT PROCEED WITH it O.N.O.. DOWNLIGHT TRIMS T'Q•BETACUzz i• �, : FILL WITH W,W.M.6 X 6 REINF. �' 5 FILL WITH W.W.M.e X'6 REINF. FRAMING UNTIL SURVEY (GARAGE SLAB AREA ABOVE.) \ I71-511OF FOUNDATION LOCATION D I DUPLEX ELECTRICAL RECEPTACLE I PROV. ALL NEC. HAS BEEN APPROVED. ELEC. WIRING & WC3FI DUPLEX RECEPLTACLE/GROUMD FAULT IN HARDWARE (; W msc DUPLEX SEPARATE CIRCUIT RECEPTACLE 2 6 I L� _ - L FIRED j *1 $ WALL SWITCH ty 1..; f �. .., 77••+�a"r_•`p.,. .,? OIL UNI . - _ a PROV.ZE AS REQU REQUIRED).PROV. 80EGAL N_ SUPERSTORE HOT WATER HT PROV. 4 ZONE FAN COIL UNITS y� W/OUTDOOR COMDR ^g� $s 3-WAY WALL SWITCH 19'-1" `• '•••� � ' -11" R-11 (SIZE AS REQUIRED) 2 Q $ J8 CEILING MOUNTED JUNCTION BOX , D A� 0 O APPROVE NOTED 41,_51, 'I'-7" ..:...._ - DATE S.P. _ d� WALL MOUNTED JUNCTION BOX = "'"" `-' j .30 6 Z F Z 2 �Ide PROV. 5/8"ANCHOR B LTS ® (TYP. ALL BEAM CKET _ Z Z 90 RECESSED DOWNLIGHT (100w)""UGHTOILER"OR APPROVED EQUAL 3'-D" O.C. (MIN. V-O" FROM CORNERS) I () 7< (TVP. ALL BEAM CONDITIONS) PROV. 5/e"ANCHOR 00��. QI$3$7a BY: �'; • . '-4 Y2' 4'-4 3' O" O.C.OC. (MIN r o^ FRL�fiIIL G-.DEPARTMENT T U U m �mTE EXTERIOR MOUNTED DOWNUGHT (10OW) „ I - FOLLOWING SAM TO IPM FOR E O O O WW5 ml WALL MOUNTED DUAL SPOT LIGHT , , FOLLOWING INSPE TWO S I- F F F r 1 F 7 l= N ' D D D m NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST /Ify u 1. FOUNDATION - TWQ WEOUIRE p � 1, N'EF FAN/LIGHT WITH DUAL SWITCH AT WALL "GROAN" HEAVY DUTY UNIT PROV. 2'X 2' X 1' D. J LJ L --,f L-' Lr' Lt -Z'~N • j L '-� FOR H - FR CONCRETE -N7 P. CONIC. FTG. (IVP.) 8" P CONC--FOUNDATION 2. ROUGH - FRAMING d PLUMBIN N N D OR APP. EQUAL. PROV,WATERPROOFING ALONG ENTIRE WALL W/24" X 12" D LINE OF DECK ABOVE PROV. 2' X 2' X VD. FOUNDATION BELOW GRADE, INCLUDI FOOTING (TYP. ALL) LINE OF DECK ABOVE 3. INSULATION OF EXT, MOUNTED LIGHT WITH FAN P. CONIC. FTG. (TYP.) PARGED JOINT BETWEEN FOUNDATION PROV. W.W.M. IN WALL 4. FINAL • CONSTRUCTION MAST W o o g AND CONTINUOUS FOOTING. PROV 2' X 2' X 1' D. BE COMPLETE FOR C.O. N N P. CONC FTG. (TYP ) ALL CONSTRUCTION ONBTRuS Iv� 77 0 ON SHALL ME S+I CARBON MONOXIDE DETECTOR; ID OCCUPANCY SMOKE/CA � I *SD TO BE HARD WIRED TO CENTRAL CONTROL BOX /- I ' .� yuo REGUIREMEMS OFTHECODES LE: Dr NEW TELEPHONE RECEPTACLE l��E, Ij UNLAWFUL .ee� oto f ' �s t:B3 .�1u 41'S�RK STATE. NOT RESPONSIBLE FOR 1/4"=110" D NEW CABLE TV RECEPTACLE rad g ��0 ,••�,�v'� IF DRS. lb�'� "d�.LI� SIGN OR CONSTRUCTION ER / , l V,II-,-I..IC�J-T' CERTIF,.'..� a'wn �, ,: c s " a DWG. NAME: I _ if, I De NEW DOORBELL / / _ UI" L„', ✓UI' h'IN VY'4oJ x ' 1 OUNDATION/Gi4RAGE PLAN FOUNDATION , ^[�eiiy'4aiy.,L PLAN 'DWG. NO.: THE DFNWI AS STOfM E 'S HITS ICE, BE Npe W RV - ARE THB 80pE P NWEI 1Y OF THE ARCHITECT, NO I-L "ONS.GINVATHOAND/ORMODIFICATIONS D 'f/ ('� 1-IALL EAE&Hlp�,,WIT. -RE r ODTTENAUTr1oRI`rAno14�ETAIN S RM MXICiI AtJNOFF' OOR WKOW IHSI$TMCTLLNY pROHHIISrMO SSY�W IN P PURSUAN TO SECTION 45.10C OF THE tvvvix lamut. GENERAL NOTES : DOOR SCHEDULE : WINDOW LEGEND : W 55p FIRST&SECOND FLOOR DOORS ALL WINDOWS TO BE ANDERSEN 400 SERIES. ^y 1, ALL WORK AND ORDINANCES. SS COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES DOOR ID WIDTH HEIGHT MSWING ERATION LOCAT!IA PANEL ~� REP. y�7 z 2. BEFORE COMMENCEMENT OF WORK,THE CONTRACTORS SHALL FURNISH THE 1 PAIR 6'-O" 6'-8" SWING GREAIT W�NDOW SPECSOWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND 2 2'-6" 6'-B" ET KITCHEANDERSEN UGH ROUGH WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS REFERENCE ENING OPENING OTY. NOTE: PANELNUMBER IDTH HEIGHTREF.3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 3 2'-4" 6'-8" SWING BEDROCONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS 2'_2" 6'_8" 9WING BEDRIOFROM THE DIMENSIONS SHOWN. AATW2832 -8 1/8" 3'-4 7/8" 4 "A"4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE6'-8" T SWING BEpRI0 "P" © TW2852-2• �7 75/16" 6'-4 7/8" 2 EGRESS "B" O r DRAWINGS UNLESS OTHERWISE NOTED. g 2'_q 6'-e" WDOD RIGHT SWING BATHIROOM 1 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND O © TW2852" -101/8" 5'-47/8" 9 EGRESS "C" z00 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 7 pglR 4'-O" B-8" WOOD BI-FOLDING KITCHEN DO 1 7 7/t 6" 5'-4 7/B" 1 "D" 14 N COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE DHP 10 2-78 CODES VPA 4'-4" 6'-8" WOOD OSL SWING LAUNDRY RM. O TW30210-3 3/4" 3'-0 7/8" 1 "F' 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO 2'-4" 6'-8° WOOD RIGHT SWING LAVATORY © TW3046-2' 3 15/16" 4'-S 7/6" 5 EGRESS "G" THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 2' 8" 6'-8" 1/2 GLASS RIGHT SWING FOYER "S° O TW3046^ 1/8" 4'-8 7/8" 3 EGRESS "H°7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 4'-O" 8'-8" WOOD DBL SWING FOYER O DHT30111-2 15/16" 2'-1 7/8' 1RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE, 4'-0" 6'-e" WOOD DBL. SWING FOYER O A31 . 1/2" 2'-O 5/8" 5 "K"& ANY"'EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE GDOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO Z-6" 6'-8" WOOD RIGHT SWING STUDY © TW210210 1/B" 3'-0 7/B" 4 "L' ~� a'STARTING ADDITIONAL WORK 2'-8" S-B' WOOD LEFT SWING GAME ROOM O CW135 7/6" 3'-5 3/8" 2 "M„ 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS, 15 2'-6" 6'-e" WOOD LEFT SWING BASEMENT O ELLIPTICAL TO 15/16" V-5 3/8" 1 "N" REFER TO CONSTRUCT DRAWINGS FOR SIZES. 16 PAIR 5'-O" 6'-8" WOOD DBL POCKET LIVING ROOM © TW2032 1/8" 3'-4 7/8" l "P" 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR +t2 CONS.. GRADE OR BETTER 17 PAIR 6'-0" 6'-B" GLASS pBL. SWING LIVING ROOM "Q" 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK O AW31 1/2" 2'-4 7/8" SUCH AS BUT NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK 48 PAIR 6'-O" 6'-8" GLASS DBL. SWING GAME ROOM "Q" qO AW251 7/8" 2'-4 7/8" l "V' A ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE t9 2'-4" e'-B" WOOD LEFT SWING BATHROOM 2 TOTAL 41 PROCEEDING. O 2'-1 O" 6'-B" 1/2 GLASS LEFT SWING GAME ROOM T. 1 2'-6" 6'-8" WOOD RIGHTSWING BEDROOM PLUMBINGLEGEND : @ PAIR 4'-0" 6'-8" WOOD DBL SWING BEDROOM 3 3 2'-8" 6'-8" WOOD RIGHTSWING ATTIC �p PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED �q 2'_8" 6'-8" WOOD RIGHT SWING BEDROOM 2 ON CONSTRUCTION PLANS) FOLLOW ALL NECESSARY N Y C AND N,Y.S STUDY FOYER BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL @PAIR 4'-4" 6'-8" WOOD SLIDING BEDROOM 2 1 r-p° X 11'-p" 6'_ LAVATORY O" X t t'-5" 5' NECESSARY DRAIN VALVES SHB PROVIDE FROST FREE HOSE BIBS. 6 2'-4" 6'-8" WOOD LEFT SWING BATHROOM 3 I �"�" BATH. 1 BEDROOM ? ®7 2'-4" 6'-8" WOOD RIGHT SWING LINEN CLOSET 5'-O"X 8'-8" 11'-D" X 14'-5" �S SHOWER HEAD ® 2-8" 6'-8" WOOD RIGHT SWING M. BEDROOM de C' Y F JBZ A l *HB v g 2'-6" 6'-8" WOOD POCKET M. CLOSETIp D INSULATION NOTES : p 2'-6" 6'_B" WOOD POCKS M. CLOSET 10 �f 7z' � L 1 2'-4" 6'-e" WOOD RIGHTSWING M. BATHROOM j W 2 T-6" 6'-e" WOOD LEFT SWING M. BATHROOM w W - EXISTING EXTERIOR WALLS: 2"XQ"WOOD STUD R-15 HIGH DENSITY INSULATION i l BY'CERTANTIEED' OR APPROVAL EQUAL, 3 2'-0" 6'-e" WOOD RIGHT SWING BATHROOM 3 '9 P- NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION _ / EFlJBOBY 'CERTAINTEED' OR APPROVED EQUAL. _ ��B is NEW ROOF: R-38 KRAFT-FA. INSULATION BY ICERTAINTEED' OR APPROVED EO - O'� ` ^_ BATH. 2 BAR AREA ` - 1 IT v J g, 0,.X 8,_0„ 8'-O"X t 4'_3" I - - / ELECTRICAL LEGEND : B C.H. P B �.H. w is A A SHB OR _ 1 a aD LNDY. RM. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 1 _ _ _ 7 Y REGULATIONS OF THE N.Y.B.F.U, AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO aFI O O 11 4'-7"X 5'-5" JB_ (_ U BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. I -- B 6 7 _ NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE % 4 1 1 NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE _ / / 8' C.H. 1 da U LL 1. ELECTRICAL CONTRACTOR. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR FNe a� I 3 a_ - 3 1 G� O.N.O DOWNLIGHT TRIMS TO BE WHITE 1 Q CC . / / 14: a 15 DUPLEX ELECTRICAL RECEPTACLE U I� OFI / D SC GH ; DUPLEX RECEPLTACLE/GROUNO FAULT INTERRUPT 1 GREAT ROOM ,4' 1a'-5" X 20'-17" $sc DUPLEX SEPARATE CIRCUIT RECEPTACLE I �� S: GFl ' 9D1 UP �3 WALL SWITCH / I// s (T}} I �a 3-WAY WALL SWITCH KITCHEN X C gyre CEILING MOUNTED JUNCTION BOX C - I _ 0jB WALL MOUNTED JUNCTION BOX / \ OR RECESSED DOWNUGHT (100w) "LIGHTOILER" OR APPROVED EQUAL ME ROOM SIC �E EXTERIOR MOUNTED DOWNLIGHT (100W) /O'-7' X 17'-8")WORK-OUT ROOM 8' C H I 3'-9"X IS,_2" LIVING ROOM ao Do sc SIT % 18'x4" X 16'-6" N{�B WALL MOUNTED DUAL SPOT LIGHT I \� TO ABOVE OPEN , NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST F I ••• oE£ FAN/LIGHT WITH DUAL SWITCH AT WALL. "GROAN' HEAVY DUTY UNIT OR APP. EQUAL �\ I F 8' C.H. i6 l$IF EXT, MOUNTED LIGHT WITH FAN I gyp" 2 SMOKE/CARBON MONOXIDE DETECTOR. SSD TO BE HARD WIRED TO CENTRAL CONTROL BOX Q i DT NEW TELEPHONE RECEPTACLE Dc NEW CABLE TV RECEPTACLE / / ��`\ 8' C.H. \ 42" W. GAS FP INSERT D SIDE VENT PAINT TO MATCH SIDING. N DB® NEW DOORBELL O 5 - 17 I - - ' !f ��(+__ � - -- - - - - - B O£1 J6�� B - Q / JB-`,7. .CFI - - F�- 1 _ _ _ C HB CONSTRUCTION LEGEND : _ -� ctIt NEW EXTERIOR PARTITION- 2"X 6" WOOD STUD WALL W/ 1/2"CDX PL(WD. � COY�RED PORCH - -- O- \ _ C \ - O 0 0 Z ir Q EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). QUALITY EDGE SIDING - - - - - COVERED PORCH BY TRU-SHAKE - COLOR WICKER APP. EQ. PROV.t/2° CVP. BD (SCREWED/TAPED) _ I T-10' X 7T-0" - - - _ 1zLL - BY PINE 6"COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY) �� _ - - - T-1 O"X '15'-O" _ / W W W 3 1/2"WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS _ _ ---- -�� - _ _.--� 0 C M Z J 7 - j}r- ALL WINDOWS TO HAVE STOOL ��._ U U O NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. - - - - -- - - - - �� �-- _ 0 0 Q (SCREWEwrAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE - RESIST GYP. BO. (GREEN BD ) FOR ALL BATHROOM WALL AND CEILINGS. _ _ _ _ ___ _ _ -_ - _.___ .. _. -_. __ ._ _._. - W W Nd Lu PROV CEMENT WALL BO. FOR ALL TILE AREAS. INTERIOR PAINT- TO BE "BENJAMIN MOORS" U.O.N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT D I � I ��_ W Q o 0 0 U.O.N. ALL TRIM SEMI-GLOSS DINING ROOM D 6 72'-0"X 14'-3" ....... Y N '- N N ® HARDWOOD FLOORING-SELECT #1 RED OAK 21/4'W , 15LB. FELT ,UNDERLAYMENT (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) _ D N �, �,. �dl\Y YYYYY !d>gYI' SCALE: SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED 1/4 — 1 O SUB FOR TILE AREAS TO BE SCREWED AND GLUED, FIRST FLOOR PLA N �'Ay% �' � C0➢i DWG, NAME. CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED2,455 SOFT OVER 1/2" CEMENT BOARD U.p.N, WALL AND FLOOR GROUT TO HAVE - i WATERPROOF ADDITIVE MIXED IN. — FIRST FLOOR yA 4 ^d l� da°. q "="�'°;,N°.0?➢21�;.�SAY;;, PLAN .. Q➢�"GtlF�I DWG. NO.: THESE ORAWINGS AS INSTRUMENTS OF SERVICE, -, ARE THE SOLE PfIQPERTY OF THE ARCWITECT, NO REVISIONS,CVJF.R,ANDI MOpIPJC nOIi9 BHAµ.BEALLOWEI'a WITHO T�WAPIT'N AUTHORYGI+TION BY THE AROHI'I'ECT. ANY R UCTION IN PART OR WHOLE IS ST9ICf Y PR HI O BYLAW. 2"x 10' RM. J I T Z,j m 3- 1 3/4' X 11 716" LVL 3 - 1 3/4"X 11 7/B"LVL X, X W/2 -3/4" PLT$ W/2-3/4" PLTS TRUS JOIST MICROLLAM TRUS JOIST MICROLLAM F� 2"X1 r'ACO. ppcc C I D3 E a Al - 1 2" X 12" - D5 3 - 1 3/4" X 11 7/8"LVL tV ry W/2 - 314" PI-TS - A 1 — TRUS JOIST MICROLLAM X XMOW ALL PARTITIOW� OBL.GPI 85,F.J. @"O:C. S U - J N F.4. Q 1B"O.C,6kYPJ 1 ,1-3/4"X 11-7/8"GPI fi5 ,1-3/4"X Y1- /6" GPI 65 OBL•GPI 86 F.J. 6"O C. 4 ,DPL. l 66 F.J.6"O.C. F UNDER L 2 - 1 3/4"X 11 7/81" LVL A W/ 1/2" PLT PAMrfflUW TRUS JOIST MIGIROLLAM DBL.GPI 66- .J✓, " Q.C. - D8 ' DBL.GPI;66 F.J. 6" O.C. I UpI A ,1-3/4" X 11-7/8"GPI 85 D L,4PI 65_F.J, 6"O C. — F.J. 16" O.C. P. AIR B 153, DS �.DPL.GPI LL PA Tfi5'h7$' 1.3/4"X 11,7/8" GPI 65 F,J 1 "O.C. P. ,1-3/4"X71-7 ° GP@ ,1-3/4"X11-7/8"GPI 85 W W GPI 66 1+3l4" X Y1-7/B" GPI 85F.J. Q Y6" O.C. P. C. P. F.J. 16" O.0 P. 2- 1 3/4"X 11 7/8" LVL 2 - 13/4"X 11 7/8" LVL - - - W W/1/2" PLT W/1/2" PLT TRUS'JOI$T MICROLLAM TRUS JOIST MICROLLAM �- D3 z Al - 1 CG - Al -1 / r, Z 1-3/4(i1--8" �I 66 - 4" Y-T/8 I ,7+311-7/8" Q 1 1-3/4"X Y-7 " 88 4"X 11-718` F.J. ® 16"O.C. (TYF.) F.J. ® 18" .C. F. 58°O.C. F te" D.C. P. fA F.J. 1 ,ac. fA „74d2 u 2" X12' RI X1Z' I . J I T RIM J 51-8-785, q 44 X " N T US 0197 Mi.ROLLAM < 0 i X � D 1 cr Al - 1 2"X12"AGO. Q NT GIRDE S 2'X12" ACO. 2"X1 r'ACO. . GIRDER FIRST FLOOR DECK FRAMING PLAN AOXEY (3) 2"X 10" CONNECTION OF WINDOW 2"XB" WINDOWHEADER TO EXTERIOR WALL, WALL HEADER (112)1 Dd FASTENER WITH STUD WALL SHEATHIN (3) 2"X 10" ��� III CONNECTION OF WALL - - WINDOW )I III EATHING TO WINDOW 2"X e" BLOCKING HEADER I HEADER JACK (2) 2"X 4" TOP PLATE OI CONNECTION OF WALL CONNECT'ION OF WALL SHEATHING D9 I EATHtNGTO2"XWSTUDS TO STUDS AROUND WINDOW HEAD EIR Al - 1 JACK (EX CONNECTION OF TRUSS BRACING � STUDS BANDAND JOIST (MTS12) WALL SHEATHING 21 - 4 FLOOR FRAMING TRUSS/RAFTER TO WINDOWHEADER Al – 1 TO TOP PLATE (RPS4) (EXAMPLE) r'X 1O" RAFTER O w RAFTER BRACING MTS12 STRAP TWO- MEMBER FLOOR KANT-SAG LST122 OR- SIMP ON HL35 WITH (7) 1(1d X 1 1/2 FASTENER SUPPORT BEAM IM S N A21 RAP TO STUD AND RAFTER. CONNECTION OK FLOOR F,RAMtNG RIDGE WITH (76) 1od X t i/2 FASTENER AN LE BRACKET PILE TO SUPPORT BEA SWJ40N L2312 I �, BEAM— (STRAP REQUIRED FOR 18"JOIST _ 5'I`F9APWY'I�H (12}} bd'X 1 1R' FA$TEN[ER DEPTH OR MEMBERS WITH SLOPE DBL. MICROLLAM INTO F`L.OQR JO1S�AND SUPPORT BEAM STUD TO STUD OF 7/12 OR GREATER) It Q "..I (CS16) A BIRDSMOUTH CUT 10tl NAIL$ OR D� CONNECTION OF FLOOR FRAMING ( j ¢ 8 STUD TO BAND JOIST z" x 10^ R.R. LOW'END OF— JO ONLY Al – 1 I- Z x TfiJ SUPPC]RT'BEAM. Al –'1 r z¢ 16d SINKERS j (CS16) (EXAMPLE) (EX/AMPLE) - W • W 9 3"O.C. VERTICAL 4"O.C. HORIZONTAL HEADER ANCHORAGE - - - - - - (LSTA18) U O m STRONG-WALL CONNECTION OF RIGDE D2 CORNER CONNECTION D5 TRUSS TOPROOF TING PLATE, WALL STUD O 0 a TOP PLATE. H F F 2;y ICAL AT BEAM' TO ROOF RAFTER Al - 1 (EXAMPLE At - 1 w° D o EACH CORNER) ) WALL STUD 7 m W (EXAMPLE) _ TO PROV. 11 7/8" BOX BEAM -' pp PRE-ATTACHED BgILL PLATE TO WALL STUDS W o O "a. PH06 WITH FOUNDATION (12) SDS 1/4 X 3 • .� USING USP BEARING BOTTOM PLATE FASTENERS PLATE FASTENERS 40 N (HBPS/LBPS) CLIP ANGLE (BOTH SIDES OF BAND JOIST m 7 SCREW THROUGH CONNECTION) MIN. LENGTH = JOIST DOUBLE tylltllUXplly` SCALE. WEB DEPTH MINUS 1/2' TOP PLATE `inti j 0) TWO- MEMBER FLOOR SUPPORT BEAM �' ' 1/4"=T'O" 1 SILL FOUNDATION TO BRACE AT EACH ` `t FOUNDATION FLANGE 6SCREWS (4 PER LBG ` 5 ��A (BP) 0,75"X 33 MIL PILE CONNECTION OF WAL4 TO Fk.00R FRAMING a`I�°i °¢" • w n0 DWG. NAME; e = METAL HURRICANE SIMP$l,)NASTEN S7RA,P WITH j FIRST FLUOR SILL PLATE TO_i PT AL METAL FLASHING (12)NOd FASTENER. T .DECK FRAMING'' FOUNDATION AT ALL WINDOW SILLS. CONNECTOR USING USP BEARING (TYP. ALL LOCATIONS) ggppNNpp PLATE FASTENERS WALL �SIDNIPS [ON SFTfSAP'(73p8tlTX 101/2"PPORT ,�F'�sN�''�6eF � ik k (HBPS/LBPS) SHEATING r�, wC21'L3, 1;➢ ' METAL FASTENER SCHEDULE __ X- BRACING D3 CONNECTION OF TOO pg gl�t�I CYiQ Q� WA!4L No.: JOIST TO HARDER JOIST .6 WALL PLATE-TO WALL STUD. A'1 _ 1 O �- . 1 " > 1 , ns, ' a � r� —( �- Al - 1 (EXAMPLE) Al - 1 6� r r LARCH �� (EXAMPLE). 1:�1 - f�L �Nop� � s ! 1., 1 N� ZION _ o 'IYYPArxF' 1 I,GSLY WIH.YB4 WNVf.• i GENERAL NOTES : DOOR SCHEDULE : WINDOW LEGEND : 1. , AND ORDINANCES, DOOR ID WIDTH HEIGHT D OPERATION EL ALL WORKSHALL COMPLYWITH FEDERAL, STATE, AND LOCAL BUILDING CFIRST$ SECOND FLOOR DOORS ODES ALL WINDOWS TO BE ANDERSEN 400 SERIES. AWioA LOCATION RAFH 2. BEFORE COMMENCEMENT OF WORK,THE CONTRACTORS $HALL FURNISH THE 1 PAIR 6'-0" 6'-8" GLASS DBL. SWING M "O' OWNER AND ARC`-IITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WINDOW SPECS 2+ GREAT Roo WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 2 2'-8" 6'-8" WOOD POCKET KITCHEN ANDERSEN ROUGH ROUGH 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 3 2pgNEl'-4" 8'-8" WOOD LEFT SWING BEDROOM 1 REFERENCE OPENING OPENING CITY. NOTE: .. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS NUMBER WIDTH HEIGHT REF. FROM THE DIMENSIONS SHOWN. O4 2-2" 8'-8" WOOD LEFT SWING BEDROOM 1 A� i•VV28 2'-e i/8" 3'-4 7/8" 4 a 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE 5 3'-O" 8'-8" 1/2 GLASS RIGHT sWING BEDROOM 1 "R" 5'-7 15/16" 5'-4 7/8" 2 EGRESS "B" a: U .M DRAWINGS UNLESS OTHERWISE NOTED. B -(W2g52-2` � �6 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 6 2'-4" 6'-S" WOOD RIGHT SWING BATHROOM 1 UA V2g52` 2'-t01/8'+ S-4 7/B" g EGRESS "C" PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 7 PAIR 4'-0" e'-B" WOOD BI-FOLDING KITCHEN 18< x COLLAPSE, DISTORTION,AND MISALIGNMENT ACCORDING TO ALL APPLICABLE 7'-7 7/18" S-4 P31052-167/8" 1 ^p" CODER 8 PAIR 4'•4" e'-8" W000 DBL. SWING LAUNDRY RM. 3W10-3 9'-5 3/4" 3'-O 7/B" 1 "F6. THE CONTRACTOR SHALL PAY FOR AL PERMITS. FEES, AND COSTS RELATED TO g 2'-4" 6'-e" WOOD RIGHT SWING LAVATORYTHE WORK OF THIS CONTRACT. CONTRACTORSD S SHALL INITIATE ALL REQUIRED 3048-2` 8'•3 15/16" 4'-8 7/8" 5 EGRESS "G" INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CDNTRACT 1 p 2'-8" 8'-B" i/2 GLASS RIGHT SWING FOYER3048' rw 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMI ES CLEAN AND IS T-2 1/8" 4'-B 7/8" 3 EGRESS "H"$ 11 PAIR 4'-O" 6'-B" WOOD DBL SWING FOYERRESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR RLL TRADES FROM THE JOB SITE. T3017 1-2 5'-7'16/{8" 2'-1 7/e" 112 PAIR 4'-0" 6'-8" WOOD DBL. SWING FOYER3'-0 1/2" 2'-O6/B"D ANY"&NT ED ITH RLL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE 1 5 "K" DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 13 2'-6" 6'-w WOOD RIGHT SWING STUDY STARING ADDITIONAL WORK. 210210 3'-O 1/8^ 3'-0 7/e" q "L°0-6" 6'-8" WOOD LEFT SWING GAME ROOM � � RLi9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING 135 2'-4 7/9^ 3'-5 3/6" 2 "WPARALLELTOTHEFRpMING. PROVIDE DOUBLEHEADER JOISTS AT ALL OPENINGS. 16 2'-e" B-8" WOOD LEFT SWING 't3ASEMEINTRTICAL TO 5'-715/1 s" 1'-5318" 1 "N"REFER TO CONSTRUCT DRAWINGS FOR SIZES. 17 PAIR 6'-0 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR M2 CONS.. GRADE OR BETTER. 182032 2'-2 1/B" 3'•4 7/8" 1 "P"11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 6'-B" GLASS DBL. SWING LIVING RIOOM "Q" 31 3'• 1 2 2'- SUCH AS BUT NOT LIMITED TO' MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, 0 / ` 4 7/8° 1ALL SMOR ORAWINGSNE£D THE APPROVAL OF THE ARCHITECT BEFORE 18 PAIR 6'-0" 8' e° GLASS DBL SWING GAME ROOM "Q" 251 2'-4 7/8" 2'-4 7/8" 1 PROCEEDING. t9 0-4" 8'-8" WOOD LEFT SWING BATHROOM 2 TOTAL 41 '•— ®O 2'-10" 6'-e" 1/2 GLASS LEFT SWING GAME ROOM 'T' 61 2'-6" 6'-8" WOOD RIGHT SWING SEDROOIM 3 PLUMBING LEGEND : 2 PAIR 4'-0" 6'-8" WOOD DBL SWING BEDROOIM 3 3 2'-8" 6'-e" WOOD RIGHT SWING ATTIC #p PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED VPAIR 2'-6" 8'-8" WOOD RIGHT SWING BEDROOM 2 ON,CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. BUILDING CODE$THAT APPLY TO WORK BEING COMPLETED. PROV ALL 4'-4" 8'-8" WOOD LIDING BEpROOIM 2 NECESSARY DRAIN VALVES. 'O_ HB PROVIDE FROST FREE HOSE BIBS 2'-4" 6'-8" WOOD LEFT SWING BATHROOM 3 IS SHOWER HEAD �7 2'-4" 6'-8" WOOD RIGHT SWING LINEN CLOSET ui a 2-6" s'-3" wooD RIGHT SWING M. BEDROOM BEDROOM 2 BATH. 3 - ' M. BATHROOM Y 9 2'-6" 6-8" WOOD POCKET M, CLOSET 10'-4" X 11'-O" ' LOFT 11'-O' 11,_0"X 14'-5" INSULATION NOTES : 0 2-6" 6'-8" WOOD POCKET M. CLOSE O 11 G P I , H F - t 2-4" 6-8" WOOD RIGHT SWING M, BATHRi00M � i ' _ � ' - EXISTING'fA EXTTIEERIgR WALLS. AL E WOOD STUD. R-15 HIGH DENSITY INSULATION 1 -s" 61-81, WOOD LEFT SWING M. BATHRi00M • - �� - - BY'CERTANTIEED' OR APPROVAL EQUAL. { - NEW EXTERIOR WALLS: 2'X6' WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION 2.O" e-e" WOOD RIGHT SWING BATHROOM 3 I - - - UE Q Z BY'CERTAINTEED'OA APPROVED EQUAL. ® - - - NEW ROOF: R-38"KRAFT-FA.INSULATION BY'CERTAINTEED' OR APPROVED EQ � 8' C..H. ELECTRICAL LEGEND : s' C.H. BE ALL.EL4ECTRICAL WORK TO TO THQ OMINER ATBTHE COMPIETI(pN OFTHEOB..Y.B.F.UN19 TO \t REGIJLAIc'iiy$Of� �. pN NOTE; THE O4PINER SHAi:L P.FIOME AJ. LICiMINC> FIXTURES UNLESS OTHERWISE _ - - - - -- - _ _ - - - - - - _ _ - _ _ _ _ � �• -- 111 '4./ NOTED.ALL OTWER:F 40TRICAL E{�LIiPMENT AND MAIL:TO BE SUPPLIED BY THE - - - _ - -- - -_ - ' _ _ I ELECTRICAL CONTRACTOR. NOT ,ALL SWITCHES AND KO E WHITES TO BE'LUTRON', "DECORA' IN COLOR - - - - _ - - _ - --: OSD ---- - _ O.N.O. DOWNLIGHT TRIMS 70 BE WHITE. _ _ � � ` A _: --R - / '._ AC ECESS\ I --1-® 30! } I ftp DUPLEX EIFCTRICAL RECEPTACLE - - - - - � - - - -- - - -_ - _ - - - I DN. �- < �aF1 DUPLEJf.REGEPLTACLE{GROUND FAULT INTERRUPT � - - - � '\ Je da I C I Esc DUPLEX SEPARA'T'E CIRCUIT RECEPTACLE I— WALL SWITCH- - $3 3-WAY WALL SWITCH 1 �y,Ie CEILING MOUNTED JUNCTION BOX de WALL MOUNTED JUNCTION BOX - RECESSEDDOWNUGHT (1 OOW) "UGHTOILER"OR APPROVED EQUAL �E EXTERIOR MOUNTED DOWNUGHT (100M -_ - \' E1\ OPEN a WAIL MOUNTED DUAL SPOT LIGHT _ - - - _ - - `\ / I \ TO BELOW _ OR CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUSTFAN/LIG NEW CE HT WITH DUAL SWITCH AT WALL "BROANI" HEAVY DUTY UNIT EQUAL. /12I MOUNTED LIGHT WITH FAN SMOKE/CARBON MONOXIDE DETECTOR: �9D TO FIE HARD WIRED TO CENTRAL CONTROL BOX - - - - - - - r/ \ AT NEW TELEPHONE RECEPTACLE _ / Dc NEW CABLE TV RECEPTACLE LDS® NEW 000RDELL 8' C.H. W CONSTRUCTION LEGEND : imam - tu NEW EXTERIOR PARTITION-2"X e"WOOD STUD WALL W/ 1/2" CD% PLVWD. - - - - - - - aD - - - — _ £XTQRIpF 8HEi4TFi1NG (TYVEK WRAPPED $TAPED), QUALITY EDGE SIDING By TRU, $HAKE -COLOR WICKER APP Eq. PROV 1/2" GYP. BD.(SCREWED!TAPED) - CLR PINE'S°COLONIAL BASE TRIM, &R-21-FOIL FACE INSUL (HIGH DENSITY) -_-. _ Lu o g ° I�' 3 1/2"WIDE'CLEAR PINE 1'o LONIAL TRIM ON ALL WINDOWS $ DOORS - - - . .. . . . . ... .:. ALL WINDOWS TO HAVE 9YOOL �- - -� - - - _. - - - _ -. . �M• Q - F --12'-5' X18,10 . _ . __ __ _ _ _ __ NEW INTERIOR PARTITION- 2" X 4"WOAD STUD WALL WITH 1/2" GYP. BD. _ - ._ - - _ _ �,_ - -� - _ ' (SCREWED/TAPED) APPLIED BOTH SIDES NOTE PROVIDE MOISTURE - -,_ - -_ � � -_ _ - - _ ' RESIST GYP, BD. (GREEN 60.)R ALL ALL BATHROOM WALL AND CEILINGS. U U U � _ o � ri o PROV.CEMENT WALL BD. FOR ALL TILE AREAS. - INTERIOR PAINT-TO BE"BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND -- - _ TWO-.COATS FINISH (COLORS TB.D. BY OWNER) SATIN FIN. THROUGHOUT - _ - _ . _ - _ - - - - -- - G 2 - - U.O.N. ALL TRIM SETA�O10$S. _ . D fin a t_n _ v1 rA p HARDWOOD FLOORIN $FJ-ECT Ai I RED OAK 2 1/4"W., ,SLB FELT„UNOERLAVMENT - - - � — - __ __ - ._ - - - - � - _ o g (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) tlepmnueilniep � N N ��'.���•• .n�iddddid� D m SUB-FLOOR-USE 3/4”THICK PLYWOOD GLUED AND NAILED. �'4�;�"11K�a¢U �s $GALE; SUB FOR TILE AREAS TO BE SCREWED AND RELIED, b (q l��•. � 11-' 1/4 —1 O CERAMIC TILE - "AMERICAN OLEAN'TILE OR APP, EQ. TILE TO BE INSTALLED SEGO N LQ FLOOR PLAN °°' . � '�°� ''�'' A DWG. NAME: m:7 OVER 1/2"CEMENT BOARD U O.N. WALL AND FLOOR GROUT TO HAVE �iL XV WATERPROOF ADDITIVE IN. — 1,419 SO.FT. S.� _Y -i ,I��,y /+• I, m eim q �- I w„4 '?�'•Nao. P7621(;,•„'Ci : SECOND • FLOOR PLAN 5 � THESE PRAWINC}S AR INQTR_WMENTSOPaERMICE, DWG, NO.: ARE THE SOW P., ERlY OF THEARCH OT. NOREVIBIONS,C OES.AND/ORMODIFICATIONS SHALLBEAuO WITHOVIr WRITfEN'AUITHORIZATONIN PARTA. CIRTWHt7LE 1$9TRIOTLAY PROH1E1T50 9Y',BYLAW . m; 3- 1 We X81/4" LVL W,2.3/4" PLTS TRUS JCIST'MFCAQLLAM 3 - 1 3/4"X 9'1/4" Oil- W) VL W/2'. 3/4'PLT$ - �' � r TFIUS JOIST PAICk7CLLAM, - . PROV,. 1-3 4"X 11 on RIMJ DIST A O D - IR ' R ME ER 1',J { try 05 D9 D8 r Al - 1 Al - 1 A l -1 1-3/4'X 71-7/6' GPI 68 gg 2"X 1'IO"C J. C"s1 18" O C. 2" X 10" C.J. @ 16" O.C. U�pTs'R-JCGL�Afi17`�Tr3Ff�' ' . . 1 _ 'D@L. PI"9na-F.J 6"- Al - 1LipPEIR e _ D1 1 .1 ,- A 1 -1 2"X ND"C,J. @ 16 O.C. 2 X 10"C.J. @ 18" O.C. mvp Ji P.J. 16" O:G. `. ....) r .�- - Ew 2 1314"%91/4"LVW/S(8" PLTTRUE JOIST MICROLLAMF.J 18"OC.C.J. @ 16"C.C. 2"X 10" C.J.41 16" O:C 1 -z - V 05, 2"X IM C.J. (-16" O-C PROV 1. +{P'X i1-T16�RIMJOJ T 1 . - ;" v y 1 - D 1 v v. t- s 1n-z16++' ,lalr T Al D� — D9 Al –1 FIRST FLOOR CEILING; FF�AyMfN,Gi &, SECOND FLOOR DECK FRAMING -PLAIN 2"X 1 O" C J. @ 16"O C. 2"X 10"C.J. (e] i 6"O.C. DBL. PI 66 C J. e"O.C. A —_ 2" X 10" C.J. Q 16" O.0 i 2" X 10"C.J. @ 18" O.C. �REFEEI TO DWG. A.2-2 FOR CATHBpRrAL,OEIU,NGPLArv� (TWIS AREA s 2" X10" CA @16"O.C. Kr8o1* 4, SIO' 4o- id '0WVaSECOND FLOOR CEILING FRAMING PIAN �n.oziz76.�a,:' , "txZY,Qkc� ty1;M�r, - -0m:WHMEf$ 1L`vpmoswx[*btiVL011J. w` . ON ALL QAB R FENDS D7 Al -1 r X 4" 'FLABL RAKE" R ERS O ` ON ALL.GABLE ROOF ENDS. ((YP.) 2" (4""FLYING ON ALL GABLE ROOF. .iND p,) e.} F+ +k. a ' %4""FLYING RAKE' RAFTE ON LL GABLE ROOF ENDS. (TYP.) Fm FM Fm -77 X F0. n 10 2-1 3/4"X 11 7M-' 2,0 E G p LAM LVL RIDGE BEAM ; �y�}�{} D2 D2 LiJ' - lr A1 - 1 � Al -1 4/.1�.► N u a i j 27 ' 4"x'77718".-2A'R' CG•,P LAM I ly � r rN-0 LVE RtDGH BEAM X INSULATE R R. X. X . - DBL. 2"X 12" R.R. N m tV.• - N� R'38 \ Q DBL. 2"X 12" R.R. DBL.2`X 12" M -- C _ D It NV o (J "X 1 DORMER AREA97 m m I _ 2"X 1 " R.R. Oc P. ALL DO. llAOl - ir ir 2 2"X 4" "FLYING RAKE" RAFTE ON ALL GABLE ROOF ENDS (TYP) X m � I X: 2" X 12" R.R. 0 IS"O.C' 2"X 12"R.R. 78" j (IYP. ALL DO ER AREtY6) r'. AM f ORMERA") NN 2" " RI GE OYP. DO MER AREAS) Y it ROOF FRAMING PLAN o o a� Z w LQ L W� r N N n s 740CaF NG, LA'�vAQ P a nr vc..,........ yJy LlG WN, rtr rr 720N tlR Wm - STFIIC, 1 TEO0 LAYV. l R-38 M)GH DIFAL ENSITY FIBERGLAS - 'RR VALLVIDE F - WAT R 2','X'12" F,t{D¢ff BEAM B74RR ER A ;'ALL" AK S. FASCIAS, CHIMNEY YS, ARIOIC O DORMER AND � � - A - CHIMNEY AgEAS. PROW. Ir FELT UNDER,LAYME,NT. INCL. ALL NEC. FLASHINGS. ' OOriR_RIDGE V NTS*{'._-.GCHFM�I'.ORIsgl7iRr EQ. - r (TYP. LL P8& RIJ 2-1 9f4'R-17 TJfl".'RIpC3E BEAM - ' "" R-38 HIGH DEN $tT' FIBERGLAS CG-P LATrY.'�VL) Fl 10 IC 8.WATER L. P. LL - �pq FI-id$Ht4H AR IER AT ALL RAKES. FASCIA VALLEYS, CRICKETS AND DORMER AND - - - CHIMNEY AREAS. PROV. 1S# FELT UNDERLAYMENT. INCL ALL NEC. P r• �`41�. •.' %1 FLASHINGS. 2"X 12" RIDGE BEAM 1-3/4"x 11 T/8"GPI 85 C2"GYP. BD, ALL EXP. C e'O"C.H AREAS (TYP. ALL) S/8"CDX PL . D SHEATHING ( N 1SL6;FELT 11YP ALL A S) PROV. 3/4" PLY. WO. SUB. FL. _ 6 B"CDX PL .00 S q'H N PRDV. 'WEATHERWATCH" UNDER- (ON OX FELT ALL AREAS) LAVMENT UP 2'-O" ROOF EDGE. ION 'WMA THERWAI'CH" UNOEfl- LAYMENT UP 2-0" ROOF EDGE DBL "X 1C" I, R. eb"C.H. 1/2" GYP. BD. ALL EXP. PR V. B . 2" X P PL ' 6'O" G-H. � PROM E 1 3 "X 1-41 I � LIAM 7/2" GYP. BD. ALL EXP'. AREAS (TYP. ALL) PICAL ALL AREAS HF1, BR MD AREAS (fYP, ALL) 000'R OF 2" AL1 AREAS) 2"X W EXT. STUD WA ROV. 2 X 4"INS STUD 2"X 4" INT, S'tt,! 1/2" COX PLYWO D K L L L (1 � P.LI,.j HOMEWRAP"UNDER ALL EXT. OV. 3/4" PLV. WO. SUB. FL. - - SIDING. PROV. 3/4" PLY, WD. SUB. FL. _ R-21 FOIL FA. INSULATION, 1-WW X 11-7/8•GPI P.J [�-jp•O - . ., i PICAL ALL RFA PROV. 1-3/4"X 11-7/8" RIMJO ST r:X1 r +� , AR UND ENTIRE IM E yM 8" P. CONC, UNDATIO P. CONC. FfG L 2'X-6!' C .PIATE W/. ��WALL yV/24" 17'D. - " 1 STL. Ary�,IGHO - 2-2"X 6"AO SILL P TE W/ FOOTMIG: ALL) BOLT UR.IN FON. @ 4'O.C. _ - _ - S/8"X 10'BTL. AN H PROV. W.W IN WALL F'fYR AL1) BCyLT BUR. IN FDN. @ a' O.C. e'O" C.H. ,;�.H - - �r, (TYPICAL ALL) !. I PROP.R4CdN N { pp 9'O" C.H. 4. 24LX X$ R. - _- z-O" U ,FI E _ Il' P.'CONC.FTG .R N 4'X 24" P" - - P. CONC. FTG. W 4" P. CONC. SLAB ONX C IN O T (� u • FILL WITW yJ,�V,M.6X6 REINF. N<,JRTHL ',1 'I'�'1q 4 ,P. CON .SLA N P. 8 P. CONC. FOUNDATION (TYP. ALL BASEMENT AREA) FILL WIT 'W. 8'. F. WALL 4V/24" X 72" D. (TYP�ALL�A9EMEN'-T-A1R£A3 FOOTING (TYP. AW) PROV. W W,M. IN WALL 1/�M'iw4 R-38 HIDENSITY FIBERGLAS A. GH ) 2"X 1W C.T, @ 18"O.C. � 1.814"X16'-7/ GPI qS � 7-F3lA•;M 1M /8" GPI S6 1 iy I La N '! RO . 1 41 -c 717 I R I DOOROPENINll36(TYP.Y L� 2 Ir g a O , 0 2� w aD LII Jly 0 0 0 w . 0 W N •A (' e" P: CM F614NWION m FO L WF F'MP: . N PROV W 7w1, 1N WlALL t h y �J�pwo 4 U' p Fll A �F , _. .- . . „ - -- - . , _ = spy^iienmN •'p... - _ . c� No 031346� lye c EAST.E,LE'V0100 : hKs . _ _ P_AV. 4 WIDE A2fK TRIk�BQAR - FO'R ACC FASCtA,4 P;+ IIEL,:LECa It ALTERNATIVE FOR OPENING PROTECTION REf. FYPE AND OF 9CREWa^' H 1 FiT V17fJOD BTRUOTURAL PANEt.SWITH A MINIMUM THICKIII OF 7/16"AND MAXIMUM PANEL SPAN OF S'-O" -g� A PAM - - WIGITH - P .• K EAE?BOARD FOR SI AREAS _ B 9CBEW3 CIG 16'01 ' _ 9HALLBE PERMITTED FOR OPENING PROTECTIOI ON AND TWO STORY BUILDINGS; PANELS - a2 4 _ HARDWARE PROMOED, XqB,-1" (REFER TO SECTION 1BOB.1,4 ABO 1609.8.6 AND TABLE 1606.1.4) PRO I E "'EXf RE CLR. - .. RIZONTAC� R ;�2 SHALL BE PRECUT TO COVER GLAZED OPENINGS! ATTACHMENTH CED ' 'BIDING. (TYP.) BEVEL *8 SCR W8®'12" O.C. V�RavO ,2 HaR1�U 1?'\tERTIcrAL- TABLE 7609. 1 .4 g.0°x e_,,, x y _ H4°i RI E:T➢�IFA1, 1� - iQ : - ..- _ -g �.'.Y _.. _ ' 1M$, Q,C. „ „ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS IF. 10 2 .x W-a - - MO➢'�IILG3NTAL 22?JERTI .AL_® c PANEL : . G" "!➢1'Q$( .�1'2" O C. � � PANEL SPAN _ 2'-0"'< PANEL 4'-0" c PANEL e'-0' 4,, SPAN- 12 .X FASTENER TYPE _ _ _. z' o^ SPAN < 4'-0" SPAN < 6-0" SPAN < &-O" (� c 3=10"X6'-6" H 10 _ ' 1rfe.S4REW&@ 12'!,O C. 1 1/2" #6 WOOD SCREWS 18 t6 72 9 -- - - _ _ - . .. _. - - - PROVIDE 6" 'PZEK" FRIM VfiE 6 B"GDX. - - - - - - - - - - - - - -- - - - - - - - - - -- a O ri HOHI 01u7AL:e' �VEf ACAL ,< ORIZOfd7AL- 14 IGAAL PLYWOOD BLOCKING (TYPICAL ALL AREAS) - - — -- - —' - � CS "? .b - - - - - ¢ 1 1/2" eN6 WOOD SCREWS 16 16 16 12 - - - - -- --- ONTAL- VERT 3-S"X29" - _---. - - �" VERTICAL ' .� iikh O- EWS 0+1g"O.0 L . -'6X6'_6,-- A 12ONTAL 6 V0:kTICAL-6 PROV. CONT, 6" ALUM. GUTTERS 1 31FB, REWB fe�'1$" O.C, &LEADERS. Cl ALL AREAS) 4 - _ .0) 11ONTAL- 6 VERTICAL- g "X 4'_7" NOTE: - 1NSSS'REWS C9 12" O C REFER TO A,1 &A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS - - - - - - "N - .- - - - - — --- - - - . ._ - - - - _ _ HO(3k?OIIYTAL._j4;VERT}GAL.-4 11/2" NB WOOD SCREWS .._ - -. .� - - -. -_ - -- -_, . .__ _ . -- - . - - 1 #e F3C q',te'th:G., - - - X''YSIGAk'.6 2'-10"X 4'-7" 16 12 - HOAIZQ(VTpL.-9 c Hg S NF - 7,: T-0" < PANEL 6'^0" < PANEL &-O" < PANEL OREVJ9 1 1'1 6'-S"X 714Y ..O .. , 'W�„HTKJAL - 14 SPAN < 6'-O° SPAN <$'-0" SPAN < e'"O" - ?: a:,;gXT.O" Q{' OM`fA(.-8 VERT r 14 IIIf'�I- _ .- . ,egseREWB 1 'O-C; "S HORIZONTAL'-0, ,VERTICAL- 14- 3'-4"x T-O" _ _ _ -. -]HIO NZONTAL-43,,Vf RTICAL-14 3•-6",X T_p, --- "A„ '. . faOgf20MTAC-,B VERTtSy4L-6 S B 3 • _ . - _ _-___ _ _ _ _ _ ___ . _- -_- +BBSCRE4.Y9Cs516"O HCqWONTAd,-6 VERC TICAL- 6 - - /ui'i , WEST ELEVATION PROV. 40 R"GAF"ASPHALT z Y ROOF S i1NGLES.{TYP, AREAS) - - bI 1,°I LB. FELT. PROV. "WEATHER WA-YGhi"UP 21 OF ROOF EDGE. lookqS TM9P V. ONT. B"ALUM GUTTERS & LEADERS . ALL AREAS) EE z i 777 " N LYWDOD BLOCKIN (TYPICAL ALL ARE ) PROVIDE 8'" K"TRIM OVE 5 8" CSX_ 2 x GSGdj ;W A Ir x IT 28' 2" 0 0 O O� 2 z as - — h h h hf. 18 2 P .OVIDE fuW p -' p g g 1p\\ilYtli.FlNllllO ' ,,\ ru 4 '0� !ii'P il4"F1'O J " 1� (\. ✓.1� NK :/P y� �h 1n 4 a! SEO4JTH TG N E1='-EVA O � . kI WIfS`C & RUTH .-'. Li E T.B. n�ir..............AA1Yf1i`1 _N - .. TIiEeE.pf WI INIORUMENT$OF SERVICE. 11IRH,Tiig _ ARC7i°{A?'l:C7F THE A RC.T6TEl'iF 00J A. 4 REV C.IWbIN1 ANb RMO©IFKigTO1V5 ' 9�L}J1,,@6 ✓b.EY'BTR� WF11T1EN'A �1�F1'12:1T1 OR WF{tlLEAflaI�B( TIY141!Ft�Y PNHfl101�tEU©Cn91OI.UlW, R'{' Ti �e PF EAD RD FOR ALL SOFFIT - -KB PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION - (REFER TO TABLE 1609.1,4) — PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/Y 6' AND MM PANEL SPAN OF 8--0" - EF. TYPE AND# OF SCREWS WIDTH HEIGHTLL BE PERMITTED FOR ON IN ON AND TWO STORY BUILDINGS. PANELS - #B SCREWS @ 7 e" O.G- 3'-4" X 4'-1" PROV 4"WIDEAZ TRIMBOARQ - R HORIZONTAL-6 VERTICAL- e SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. FOR ALL FASCIAS (REFER TO SECTION 14509.1.4 ABC 1609.8.5 AND TABLE 1808.1.4) iW6 SCREWS @ 12" O'.C. �_ " 6._p. .- "S" HORIZONTAL- 14 VERTICAL- 12 - #6 SCREWS @ 12" O.G. 3,-6„X 6-1" TABLE 1609- 1 .4 - "C" HORIZONTAL- 6 VERTICAL- 12 - 1 12 #e SC 6-3 X 6-1 - .,. WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUGTRAL PANELS PANEL #B @ SCREWS 12" O•C110'-2"X&-9`, -8 -�? -. HORIZONTAL-22 VERTICALPANEL SPANK 2'-O" < PANEL 4'-O < PANEL - #e SCREWS @ 12" O.C. 7'-0"X V-6" FASTENER TYPE SPAN < 4'-0" SPAN t,0-0" SPAN < S'-D" p p 6".EXP - "G" HORIZONTAL- 14 VERTICAL- t 2 2'-0" DAR a #s 6GREW9 @ 16" 0. 9 -- _- -- -- - -- . -- - - - - _ 10 3`TO" X 6'-5' W 16 t 6 t 2 VERTICAL. 2" #8 WOOD SCREWS HORIZON 11/ R " i f #8 SCREWS @ 12" O.C. 6-4"X 2'-70" - '�" HORIZONTAL - 14 VERTICAL-8 12 t6 6 - 1 7/2" #s WOOD SCREWS 18 #8 SCREWS @ t 8" O.C. 3'-e"X 2'-9" ..K.. HORIZONTAL-6 VERTICAL- 6 SCR 3-6 X3-9 "L""L" H ORIZf]NTAL-e VERTICA4-6 - 3'-1"X 4'-t" NOTE: HORIZONTAL . 6 VERTICAL- 8 - - - REFER TO A.7 &A.2 WINDOW 8 DOOR SCHEDULES FOR PANEL LOCATIONS. 1 ' #s SCREWS (91 12" O.C. 6'-4.. X g,_i ..N.. HORIZONTAL- 14 VERTICAL-4 t 1/2" #8 WOOD SCREWS _ r 16"O,C. 12 - .— " P #8 SCREWS @ L 6 2-td X 4-t 16 12 NTAL 4 VERTICAL- 6 8-0" < PANEL -"--- - -- - - - - HOR120 - - " c PANEL 2'-0" < PANEL 6'-0 #B SCREWS @ 12" O.C. 6�_8•�X 7._a. SPAN < " SPAN < B'-0.. SPAN < 6,,0.. - 'O" HORSZ6NTAL- 7 VERTICAL- 1- - #eSCREWS@12" O.C. HORI#81ZONTAL- 6 VERTICAL- 14 - - �.� --- � -- _ •� 12" O C. SCREWS @ HORIZONTAL-e VERTICAL- t4 III IIIF1 #8 SCREWS @ 12' 0 C. "Ti3-fi X 7-O" II III II - ` r x HORIZONTAL-8 VERTICAL - 14 #8 SCREWS @I a O C. IL JI U: HORIZONTAL - 6 VERTICAL #e SCREWS @ 16" 3'-1"X 3'-1" L' "V' HORIZONTAL-6 VERTICAL- e ,0.. rv- _ C rA3 r I ..' P SOV, N EN GT E SY E P.R "SIZET.B.D QUAL O jj EAST PROV. 40 YEAR"GAF"ASPHALT ROOFS INCLE RO - S S. 7'/P. ALL AREAS) i OVER 76 U3. FELT. � PRO " R WATC ' P 2-0'OF ROOF EDGE. I - .• - 6' ALUM. GUTTERS - 8 LEADERS. (TYP. ALL AREAS) - - - _ ---. - = - - 12 8 , E 6"" (f Y�� .1 O R- GL"'C� _ ,AL ALL tkREA3) - _ - - - - - ds l L; I d 7,4 i I ' 28,_2„ A P OVIDE 6" EXP SUR BEVEL_CEVAR SIDING. (fYP.) - - N �F' TT.GE AREAS - 'I R'. LL OE ` _- - - - - � ,; " ", . . " ,• �:-�— _ �_- _: pPNPneyrouYY��o/ '1- ^'41'�Y ® - - - - 'Cas " 1,0 in 5! 9 N 41tl c ... ` \ L A > � ! 1 .nrN - � A i ONE - - - N Q FIELD.ST P OV. N _ .E AL SIZE T.B.D. O AFPP ` .r' GENERAL NOTES: PERSPECTIVE E3l1,IGD'{'NG ENVELOPE REQ UJIPE�MENT CLIMATE SAND C}R, ,f AF W� E !' N CRITERIA 1 FAMILY DETACHED DWELLING- WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA IA ` ZONE 918 HEATING MAXIMUM R WALL FLOORM . TABU 301.2 ENTIAL CODE O�NEW YORK) , - '- '' - -. MAXtMU HEATNG DAYS 73 GLAZING CELT EXTERIO FLOOR RVALUE R IVALUE' Lill "ORAWLSPACE - (K7lSld _ - COINCIDENT WET^BULB TEMP 73 DEgREEE PAYS BASEMENT WALL SLAB pER SUMMER DESIGN DRY- BULB TEMP - 83 U•FACTOR q-VALUE R-VALUE $DEPTH WALL R-VALUEAROUND WIND SEISMIC ' SNOW 8UBJBl6T TO D/AMAQE.FROMI' WINTER DESIGN DRY-SUCH TEMP = 6 ZONE 176 SPEED (MPH) OA�RYR E'cle PTH -{ ( - .: OAY � 5760 0:45 R-38, R-21 R;21 FI-10 R-9;2FT R-79 LOAD WFI4THERIIVq - GLAZING U FACTOR = 0,46 CEILING Fs VALUE = R-313 - LOAD 8¢RkF11PCG .. ', - w+ ExrewtOR WAIL RVALUE = R-13 EXPOSURE CATEGORY B ' VALU6Y, - - - sGJt 3 C _X PS1F - FLOOR RVALUE = R-19 45 PSF 120 MPH B "SEVERE" 12"xOQT)Y,GB MOLlkP(ATE TO :$LIGHTLY T.O _ _ _ _ w9lli/Y MbOERATE ZONE "a "ll- .YES CLIMATE-SPECIFIC REQUIRED & PROPOSED LSA-16 t . TOTAL EXTERIOR WALL SOFT, = 3,845 SQ.FT. _ - - ' TOTAL WINDOW SOFT. = 367$O.FT, PROPOSED. MINIMUM NOTE'S: - .- .�,- .. I-F TAL DOOR GLASS ARH4 - 153 SQ.FT DESCRIPTION - _ A FENESTRATION AREA = 510/,9845 X 100 = 13 WWR R-VALUE R-VALUE TOTAL SO.FT.AAEA = 4,72D SQ.FT. WALL TYPE 8" P.CONC, 9H. R - ,O R - 10 8" P.00NQFNDN. WALL ON TOP OFACONT, FOOTING, - WALL TYPE 2 S" P.CONC. 4' H. R - 19 R - 10 S" P CONC FNDN. WALL ON TOP OF A CONT FOOTING. { MINIMUM EQUIPMENT PERFORMANCE WALL TYPE 3 2"X6"W.p.9TUO R -27 R -21 2"X B•'WOOD STUD WALL WITH COX PLY WD. MINIMUM WALL TYPE 4 2"X4"W,D.STUD R - 13 R- 13 2" X W WOOD STUD WALL WITH 4/2" GYP. BD. EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFORMANCE ASPHALT " " , ROOF TYPE SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. - e JO 3O L-FIRED STEAM AND DOE 10 CFP PART 430 T WATER BOILERS SUBPART B, APPENDIX N AFUE e0%b'd FLOOR TYPE 1 3/4"X 11 7/8" R -21 R - 21 1 3/4" X 11 7/8"TGI PRO. 350 F J, @ 16" D.C. < 300,OOp BTU/H. CEILING TYPE 2"X 10"C.J. N/R NIR 2"X 10" CEILING JOIST Q #B"O.C. _ SLAB 4^P.CONC. R - 9,2 R- 9,2 4" P.CONC.SLAB ON COMP. FILL W/W.W M. 6 X 6 REINF. HEATING & COOLING CRITERIA ZONE 11 B DETACHED ONE FAMILY WALLS MODE : HEATING OR COOLING 0.14 ROpF CEILING 0.031 UNHEATED SLAB ON GRADE 45 FLOORS, W „ ALLY. AND CEILINGS 14NC ' CJLINDATICI BASEMENT WALL a,b, 0.1 C7. vr=R-O.UT.Sf1bE AIR. FLOOR'ObAER INBULL,ATION I „ CRAWL SPACE WALL 0.06 NSUI"LA'F1PN OR.E,(?R DESCRIPTION INBULLLATl07s1 WNCONOTTIONEF] _ DEPt3_ R FN,It'@TC:'lFlt F-PFiiL", R X �R. R-VALUI' U-PACTOR )(AREA UA , DESCRIPTION L'IA ,' _) GEIUNG 0-38221"1;lN'E'1". 12'4 ' INT'E `FLOOR- R-21 -, p,t31 ¢Id'66 GENERAL FLOOR PLAN NOTESNAILING ExrRIgRY✓gtts R,z� . ©.3.1 $646,9Q.FT. I�fALL Ii\IG SCHEDULE Tb�e4a+aQsyq 4 ' TOTAL AIOAA 7,9669D-pT. 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIQN TABLE 3,1 (AMERICAN'FOREST&PAPER ASSOCIATION `�„ . 2. ALL INTERIOR WALLS TO BE COVERED WITH 112" GYPSUM BOARD WITH METAL CORNER REINFORCING. CONNECTION FASTENING PACING �.�,/ WINDOWS J�,p ��` q , TAP FLOAT, AND SAND 3 COSTS), NO, . _. GM14lpN Y-'YALLS� V V I,NI OY'7f'S, ANO Still' ,1 > < ) U NQ pOORS C ES(C . 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/B", FIRE RATED GYPSUM 50ARD 1 RAFTER TO TOP PLATE (TOE NAILED)O16 D.C. 35q PER RAFTER YNSULLATION Ar GARAGE SIDE WITH S-O" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER DESCRIPTION - R-VALUE U - FACTOR X AREA = IIIA REQUIRES 2 LAYERS OF 5JB", FIRE RATED GYPSUM HOARD 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3Bd PER JOIST _ pV �gy,T,ANA fyApR�}(S IA{1'I,Q' (AF�pI ,.' 4, All RA IH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 'CEILING J019T Tp PARALLEL RAFTER (FACE-NAILED WALL R-21 Uaw0.14 3,846 SOFT. 5313 ObD (SEE TABLE 3 7) EACH LAP RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL WINDOW R+a 3/Sf].FT. 0.36_ ' 367 ZONE � y ' -'4q X 1 $$` ROOF n,,S1T 4p! x1;33 WE�SCf --_ _-_ 4 - CEJLING JOIST LAPS OVER PARTITIONS 9Q.FT" t25 (FACE-NAILED) (SEE TABLE 3.7) EACH LAP DOOR N{A 0,35 153 SpFT, 8'a 3 '23.7' 36-18 -46;4 120 MAiR GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.4) PER LIE _ T _L AREA a ., T; 366 SQ.FT. ----- 6 BLOCKING TO RAFTER (TOE-NAILED 2-SD EACH END ' ALL WNLI '� 2'%4"AND 2•'X6'•, T4 BE STUD GRADE OF BETTER 16"O/C, ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 7 RIM BOARD TO RAFTER (ENO-NAILED) 2-160 EACH END _ 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 8 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-76D PER FOOT - �Mr 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-180 JOINTS-EACH SIDE DESIGN CRITERIA _ OTHERWISE SPECIFIED 10 STUD TO STUD FACE- /�,py 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-O" O/C FOR ALL DIMENSIONAL ( NAILED) 2-160 24" O.C. REF. TABLE 1.6i9-,6.2. 1 (1 'q. LUMBER FLOOR JOISTS. 11 HEADER-TO HEADER (FACE-NAILED) lots 10^O.C. ALONG EDGES 6. FLOOR CONSTRUCTION, 3/4"TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FORA BUILDING WITH Q 12 TOP OR BOTTOM PLATE 70 STUD (END-NAILED) 2-18(7 PER Z X 4 STUD ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba APPLIED OVER STRUCTOR GLUE AND SCREW PLYWOOD DECKING U FLOOR JOISTS. 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM 13 BOTTOM PLATE TO FLOOR JOIST, BANOJOIS7, END GIST WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS (2) 2"X1 S" UNLESS OTHERWISE SPECIFIED. ') VELOCITY DIRECTION ANGLE ALL INTERIOR HEADERS TO BE (2) 2 Xt0 UNLESS OTHERWISE SPECIFIED OR BLOCKING (FACE-NAILED) 2-16D PER FOOT END ZONE INTERIOR ZONE ENO ZONE INTERIOR ZONE WINDWARD 7. PROVIDE FULL. SOLID BLOCKING UNDER ALL BEARING WALLS O ANG 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED 74 JOIST TO SILL, TOP PLATE OR GIIROER (TOE-NAILED) 4-IsD PER JOIST WALL ROOF WALL ROOF TjrWINc%AROjLeFWARDEND INTERIOR 9, ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS 15 BRIDGING TO JOIST TOE-NAILED) 2-SD EAGH END ROOF OFIO TYPICAL EXTERIOR WALLS AND ROOF TD BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR Q O R ) 2�p EACH END TRANSVERSE S0'aAN{SLE < 45' 20.4 74.0 T6 BRIOGIN TO JOIST QE-NAILED 120, 7/18" OSSB PLYWOOD. PLY'NOOD TO SPAN OVERALL PLATES AND HEADERS 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER 17 BLOCKING TO SILL OR TOP PLATTE(TOE-NAILED) 3-16D EACH.BLOCK 237 ALL ANGLES 22.5 -1 t.9 16.1 -7.0 18 LEDGER STRIP TO BEAM I#ACE--NAILED) 3116D EACH JOIST I GENERAL ELEVATION NOTES 19 JOIST ON LEDGER TO BEAM (ME-NAILED) 3-SD PER JOIST' ---- - _-_ 20 SAND JOISTS TO JOIST(END-NAALM) 3-16D PER JOIST ' - I) - - R-3 SINGLE' FAIMILY RES ENCE 1'tvlT ,+i I /1'RQn {' i . EXTERIOR FU ASHIP'^TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, 21 BAND JOIST TO SILL OR TOP PUATE (TOE-NAILED) 2,18D PER FOOT 14 OCCUPANCY �3L ,IfiT. C SSIFIOATI-ONS CTrPN ;3I� !� 1 y 4HIh1NE`/': c^'l;EC(uJNS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS SD ,(SEE"TABLE 3.8) OC 104. 1 USE "MIN. REQUIRED PROPOSED Mme' REgI)IREt3 F'RC1POSt'D - NET - G 2 GENERAL PPRO RIATE O PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS. 23 DIAGONAL BOARD SHEATHING _ SLOPE=HT, A l T--$LC?PA^-hY'f EIJRED T_; U 'Pr DF AR6's`. L,4TPJJ$7 ,RT." IOIRff 3 PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. 2.eq PER SUPPORT KITCHEN - 70 SCLFF, 2'44,SO:,FT- N/R - 7'6" N/R — 1^ X6" OR 1"X 8" " .. 365.SQ�FT. d9$'Q.FT ' 16 1 Ji49 OINING ROOM 70-80 FT, 7o2'S4:FT, NAR 7' CyFyFI', _ 1" X 1 O" OR WIDER 3-BD PER SUPPORT Q" NIR �'-0" � DIII��#R¢Q . GENERAL PLUMBING NOTES P4 GYPSUM WALLBOARD LIVING ROOM 70�S4,FT, 278$4,FT: NAR 718" N/R 0" L,VI p'RF30JN ',27880+RT, � 6rsi6, ' I SD COQLER$ -7" EC74FJ ,0"FIELD II,1& ,' ���y,��.�. i.�,�i f 26 STRUCTURAL PANELS 8D (SEE TABLE 3,8) FOYER N/R @9 SGkFT'. N)R 7'6' IV/R ®,.;On' OVER ' 89"SQ F7. -'324'iS{�=FT 46y'y' I, PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND - - _ J�.�, � L1` 2i1'uG1.iT 1796 7ty "-1 " ' I SAFETY REQUIREMENTS, 26 FIBERBOARD PANELS - - - STUDY 70 So. 12Y�SQ.FT. N/R T8` NIR �',O"' ST11U^fi�- �121 S ,� ,6. 2 IF WALr_ PLATES OR JOIST ARE CUT DURING THE IN9TALLATIgN OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE✓6"FIELD GAME-AREA N/R 238'SOFT, N/R 7 N/R "AREA EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER - - - - - - - - _ - - 80 3"EDGE/8"FIELO _- BA R Af!AT RM- N/R 188 SQ'.FT. NIR 7'6" - N/R (@'-p^ WO AAFA`T.iSM. - 7 27 GYPSUM WALLBOARD BO72QQMi 70'SQ.FT. 15@$Q.FT, N/R 76 IYIR 83 , EJEOR04M-1 169,;aQ:FT. % 6@.5 9O,FT. 14.395 ,.. - - - e„ N/R -0' BAFf AREA 9@450 PT. 117 SQ: 9 - 27 GENERAL HVAC SYSTEM NOTES SDCOgLERs T'EDQF✓ ,q' FIELD yr ' :F , 1 '�s i6.5ci-fir. 9,s»� 28 HARDBOARD 8O (SEE TABLE 319) BED'ROOM2 769 PPT. 13PSO,FT, N/R T6" N/R o`-q" BEDROOM-8 132'BQ:FT, 20$4,FT. i6,g6 7.5% (5' I MECH,,NICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS 8D (SEE TABLE 3.9 BEDROOM 3, 7p SQ.FT. 209 SQ'.FT. N/R T5" NIR (9It �,-O" BEDRC)OM3 209"SQ.FT. 20SO.FT 10% io sb,FT. 5% r SAFETY REQUIRC LIENTS 30 DIAGONAL BOARD SHEATHING M. BEDROOM 70 SQ:FT. 2137 SOFT. N/R T6' N/Ilt ' M. BEDROOM ;287 SQ.RT. 25 90,hT. 9% t2.5 SQ.FT. 4.6% 2 MVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE tr. - EQUIPMENT SUPPLIER. 1"X 6" OR 1"X B" LAVATORY 75 SQ,FT. 33SQ.FT. N/R 7'6" N/R m'-0' LAVATORY 3$ 54'.FT. 6 SO-F`f 1896 3 80,FT. 9% 2-eD PER.SUPPORT 3. I-TIAL SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL t"X 10" OR WIDER BATHROOM 1 W-,0" BATWROOM.1 43 SQ.F''T. a SQ.FT. 1496 3$C�_FY, 7q6 3-8Q PER SUPPORT N/R 43 SQ.FT. N/R T6" N/R I'OIVTPACTOR. OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL. - - O. _. 3t STRUCTURAL PANELS BATHROOM 2 N/R 48 SQ.FT. N/R' T6" NIR B•-0" BATHROOM'2 46 SQ.FT. 6 Sl 13%' 3 SOFT. EMERCIENCY ESCAPE AND RESCUE OPENINGS SECTION 8370 1" 6D 8' EO¢E/12" FIE D BATHROOM3 N/R 6090 FT. N/R 7!s" N/R B_p" BATHROOM 8030.FT. 450.FT. 796 2SQ:F T, GREATER THAN t^ 10D 8"ECGFJ 8"FIELD M. BATHROOM 40 SQ.FT, 106 SQ.FT, N/R 7'8" N/R t8' O° M. BATHROOM 1Q@ 3Q.FT. ,0 Sq'.FT. 996 SSQ,F'f. 4,6% 1, MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. 32 DIAGONAL BOARD SHEATHING LOFT N/R 217 SOFT. N/R TB°' N/R' �'-0" LOFT - " "Jo 1` X B" OR t"X B" GREAT ROOM NA 301 SOFT. N/R T6" N/R 418 SQIFT. '104 SG.FT, 20% . .M Sal 115%11 ' pp 2, OPENING SILL HEIGHT TO BEA MNIMUM OF 44 INCHES ABOVE,FLOOR. 2-SD PER SUPPORT GREAT ROOM'- 3. NET CLEAR OPENING SIZE TO BE A MINU MUM OF 5.7 SQUARE FEET. t" % iq"QR WIDER 3-8D PER SUPPORT -9,023$G�'P;l'. 51108Q,FT. p6r1 4. MINIMUM OF 6D SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS. � ' - 1�Ab (D 6. MINIMUM NET CLEAR OPENING BILL HEIGHT LOCATEp BELOW ADJACENT GROUND ELEVATIONS, NAIW# *l REQUIREMENTS ARE BASED ON WALL$HEATHINQ MAILED e" ON-CENTER AT THE PANELEDGE ryC �� WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. IF WAL(.SHEATHINGI$'NAILED,3" DN-CENTERATEHT PANEL EDGE - 7� � /`: 'r' -{ TO .tIN I'{IGH(;R SHEAR CAfi�ACIITtES, NAILING FiEG1UIREMENTS FOR STRUCTURE'MEMERS SHALL BE - p @ MINIMUM OF 9 SOUAREFE€T IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF as INCHES DQUQ ,OA ALTERNA'rt;CONNECTORS, SUCH M SHGOIR`PLATES, S,U: P , (ENCROACHMENT OF 51NCHES PERMITTED FOR LADDER OR STEPS) SHALL 134 USED TO MAINTAIN THE ILOAD PATH `NAILS S ALL SHEATHING J$$CANT{NLlJpl,N4C1VE{L GON�TEQ,hhIS _RS, THE TABULATED NUMBER OF - ') „ 4 „-. �1__ ., - LATf 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERtvlITTED TO B)r U TO 1-1@ 'Nk'IE PEPI B, BULKHEAD ENCLOSURES WI.'TH DIRECT EXTERIOR ApCES9 PERMITTED IF INOOMPLIANCISil MINIMUM Fggr' NET,CLEAR OPENING REQUIREMENTS BARS, S, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMDUABLE FROM I NSIDE WITHOUT USE OF KEY. TOOL OR EXCESSIVE FORCE. , " RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT aTRAP Nf*I b( I ° �C W:IE fY LI`I"I FASTEST 'MILE WINDSPEED (MPH) !�� 1 C� +ry� ��,�,}� , �t PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PARER ASSOCIATION CONNECTIQN. R'EQUI•R'EM'ENTS (RdOF-TO �` I F..4'Y"�9F3F4�:;1` AN I WALLN PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST &PAPER ASSOCIATION) ^ � � I ` 90 100 110 120lw - r{: ' . .PRESIpAIPTWFbE$'IG(� T �alwl(AL' � IG+'TO'f lr,' 9. U L S U L. 6 U L S U L S 1/2°ANCHQR BOLT$ (AMERICAN{6RST-�8j l 'R A$$!G3S91A`(' - Y +t CONNECTION: NUMBER ROOF SPAN 1.F<1lVINO SPEED - H 1 I DF (FT') REQUIRED CAPACITY OF CONNECTION (LBS)"'` (MPH)' " FRAMMIL9,. PACING• .�,R Fi 9P,<7V _ FASTEST-MM " (�1114I " _ " STORIES: + xq,!'" _ 661 264 - 881 206 681 2B1 68t 90 400 t10: 120 -}. ' , ,, * h r� 20 58 _ _ __ _ _ _- 12. a4 q A - _ F 4. SILL PLATE TO 24 98 325 --- 260 358 _ I?AFTER/ MAXIMUM ANGHdR BOLT * ..:, _ _ ___ _ _ . —_ 1 WALL HEIGHT 16 -� 2 ti. 3 ♦ a'. 1 38g 3t a 426 COUNT JOIST ( ) SPACING _-.-.. . FOUNDATION SPACE P 28 119 _ SPACING - _ (CRAWL OR 32 149 447 368 4B3 . . 3 _4 - - 4 - -_ - - '( a - - - - - A. A.I A. 36 179 509 422 881 ',N. 24 58 43 421 128 76 421 208 13 4$1 291 254 421 16 8 3 3 3 3 . -- - 28 - -- - �-- -4 �4 2 328 2 89 280 358 - WALL BOTTOM 770 1 _ - ___ _ _ 10 3 3 41 - 8 _-� — _ 4 •. LL S._ PLATE TO _ _ FOUNDATION _ _ _ - _ - - !+ s M. 1� � 368 493 COMMON NAILS. L CONN80TORiFATBRgI-Gebtb ([ plP . - ^ = UFTLOAD 36 149 I y , 253 N, N. - YVWBN C141NQ JOISTS Ci P.RE'NSM'fALLED PARALLEL RAFT$R,S, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL q ENb1C() ,_W - - r " 314 428 (SLAB-ON-GRADE) _,- - - -- - _ _ - - ., - __ _ THE U CONNECTOR U pe 179 284 422 86t ' TO AVOID SPLITTING, NO MORE THAN 2OTOENAILS SHALL 13EINSTALLEDIN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED 6; OOfJN�C'fl?MY'BM�AR LOAD. (pERAL1:EL'T97141¢,NI+Rtk}�� " TO A 2 X 6 TOP PLATE. ' TAS1JUiTtDUFUFT RBDUtR1 IiI@NfS ASSU A R04 BEAN LOA1$:OF jQ1 P OAX1,16, U = CONNECTOR UPLIFT LOAD. t L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) CONN F ITIE0 T j1G AW�EMBI:SSEM LY,TE'BENT OR 4P- Lp*"(U(1T4 ASSN` I.Se-IIALL 8 S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) CdNNE¢TEY TO THEAOOF ASSEMBLY,THE7A<3ULAIED NWN16ETi OF NAil6SHA1,:L S8 IKtRF WAW -T 1 NAIL ATEACHEMD _ ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION t 1.4. FOR WALL-TO-WALL WALL RO'.FOU,N,OAT 13Y TNI Atr EACH THE 0 THE STRAP FOR EACH TABULATED UPLIFT REQUIRED TO RESISTMENTS ASSUME A ADSROOSHALL BE DEAD LOAD OF 10 E F(2U X 15 ONPSFOF Ni BWALL.sE PERM rrrED To�E TiEDUOED.BY rWJi A`T 2ACH Off-`"ki'I sTRAI.e FOR E3'XCq-I ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.86, RESPECTIVELY, FOR FRAMING NOT FULL WALL gBOVB, LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7116" STRUCTURAL SHEATHING ATTACHED WITH BID NAILS SPACED,6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS)- FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. WALL WALL ' WALL I 15" FASTEST MILE WINDSPEED (MPH) 4., 4" — { PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST &PAPER ASSOCIATION WALL WALL _ 90 too tt0 120 RAFTERlTRUSS ROOF SPAN U' LY L' S lY L' S i ffL1 v "� SPACING (IN.) (FT.) - � REQUIRED CAPACITY OF CONNECTION (LBS)"' - 7 16 Z93 191 280 325 236 280 421 Z341284 280 42B 33B 280 3' IJkI N F IVC ( LmAF�pC�1� E _ 20 386 600 626 _ , �1 16 224 9 382 508 'A 580 - 660 - 828 �!.~ -126 327 447 71 32 416 570 740 927 36 461 632 620 1027 .. lY = CONNECTOR UPLIFT LOAD. t i L' = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WAW a ! ' TAL}ULATED UPLIFT REQUIREMENTS ASSUME AROOF/CEtLIMG,DEAD LOAD OF 10 PSF(2!3 X 15 PSF) 414} ° TABU[:ATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85. RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN H FEET OF BUILDING CORNERS. WALL-70-FOUNDATION OR W F RWALL-TO-WALL IN PLIFT L AD9 O WHEN CALCULATING U O L CONNECTIONS. C P IFIED FOR RODE-TO-WA L - ' LI LOADS ARE 9 EC TABULATED UPLIFT F WA ABOVE. F REACH FULL. LL 1 PL O Y 00 EDB 86 PLF K BE DUC 2!3 F) B PERMITTED TO RE T D UPLIFT VALUES SHALL E A LA E T BU CONNECTIONS. q f H LL BE ' TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES S PERMITTED TO BE MULTIPLIED BY 0,80. 1r/ / t tlYM TTT I F ' _I SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS 0 PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) - 1/2"ANCHOR BOLTS 51 ANCHOR BOLTS: : - - a vEnrr C.O. FASTEST-MIyE WIND SPEED FASTEST MILE WINDS PEED (MPH) (MPH) 90 100 1t0 120 90 100 110 120 I\ - ER ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUMANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) -4 SILL RLAT'E TO FOUNDATION- 2 STORIES ALL 23 i¢•� I r (CRAWL SPADE OR BASEMENT) 1 'rz"� .i+fl� � 1�� 1 ; I I "'Till GbIHK p W R l -N 6 ' 11 3' 19 28 13 STORIES w.a WAIL PLATE TO FOUNDATION' b f, (SLAM-ON-GRADE) - 6' 36 57 '. I U CONNECTOR UPLIFT LOAD. - L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 4• r _ S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) C O ANCHORAGE REQUIRED TO RESIST LATERAL.LOADS SHALL BE DETERMINED,IN THE FOUNDATION DESIGN PER SECTION 1.1.4, ANCHOR BOLT SPACIN4 S BASED ON MAXIMUM SHEAR CAPACITY OF LINSLOCIKED ROOF ANA/OR FLOOR DIAPHRAMS (279 PLF). ' ANCHOR BOLT SPA.CINGB BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O C (731 PLF) BUILT _ I IN ACCORDANCE WITHSECTION3.4.4. 15 WALL ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF Ii C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. Q SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS a RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3.26 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/0•SLOPE PER r 4`TRAP - 1/2"ANCHOR BOLTS 5/8" ANCHOR BOLTS 21° TO APPROVED / FASTEST-MILE WIND SPEED FASTEST-MILE WIND SIPEED SANITARY BYH+TEM p ' CLEARANCE C (MPH) _ (MPH) - 90 1007, 00 tt0 t20 90 100 110 120 " lmnrmulu ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM AN HOR BOLT PLUMBING , t �' �� ��, � � _ k1 CONNECTION SPACING RN.) SPACING N.) - IT SIi�. a< + ' cl SILL PLATE TO FOUNDATION' N.T.S.S• CRAWL'SPACE OR BASEMENT) 1-3 STORIES' 72 72 72 72 72 72 7Z 72 WALL PLATE TO FOUNDATION t-3 STORIES 40 33 28 25 S1 42 36 32 WALL FT�r SLABAN.,GRADE 111 m, rigITT ( ) TalLfT BATH AND " ,s � SH 15P CED SALE": v 41 ! '