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HomeMy WebLinkAbout30567-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31271 Date_ 11/16/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 4205 BREAKWATER RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 3 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 11, 2004 pursuant to which Building Permit No. 30567-Z dated AUGUST 27, 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 ONE FAMILY DWELLING WITH COVERED FRONT ENTRY, REAR COVERED PORCH AND TWO CAR GARAGE UNDER AS APPLIED FOR. 12/2/09 CORRECTED TO SAY SECOND FLOOR ATTIC IS NON-HABITABLE AND UNFINISHED. The Certificate is issued to IGNATIUS S CANNONE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0161 08/26/05 ELECTRICAL CERTIFICATE NO_ 6392 09/14/05 PLUMBERS CERTIFICATION DATED 10/18/05 CHARLES SANDERS Authorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and-sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 Ap�roval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) tion-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons th rin writing to the applicant. r C. Fees 1. Certificate of Occupancy-New dwelling $25.00, Addi�iorns to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, A�ditions to ac( *pp.�uildiirg,$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.90 3. Copy of Certificate of Occupancy- $.25 i 4. Updated Certificate of Occupancy- $50.00 r 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. O y IQ New Construction: ✓ /��` Old or Pre-existing Building: (check on'e)I Location of Property: 20 IreoyacAe ` emtk /�.t{,1U14N.c(A House No. Street Ilan-Jet Owner or Owners of Property: Ca-my- one's Suffolk County Tax Map No 1000, Section IC)6& Block 3 Lot 6 Subdivision Filed Map. Lot: _136miit_No. �JQ fa. --_- ...12aiesfPernut-- -Appltcant: _T5 0t:A)%As - CcLr%nMR Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ _ QS. dv co 2- 3 I VL Applicant Signature Nassau Suffolk Electrical Inspections, Inc. �A CamO Street ♦ Center Nloiiches, New York 11934 • Tel: 01-878-3500 • Pax: 631-878-3764 application: 6397 Date. 9/14/05 Issued to. Manzi Homes Address: 4205 Breakwater Rd Village: Mattituck B�y: Puccio Electric Corp. License#:4806-E was examined and approved°up to the ahove date and was,*-,co . pe,)vqth the NEC AtticIK 1stFloor El Residential❑O Pod Dst Garage BaserrterrtE 2nd floor O Cortrrterdal Hot Tub Admon Switches Receptacles Fixtures G.F.I. Microwave Smoke Detectors 55 52 67 6 1 6 Fans Dishwasher Washer/Amps Dryer/Amps Oven .Carbon Range/Amps. Monoxide 3-Ex bath 1 1 1 1 2 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers 1 yes 2 1 TMeter Amps Phase Motors 1 00 OH i ,:.. -Other Equipment: -- 2-Zone A/O Out,Res This certificate must not be altered in any manner Permit#: 30567-Z �o�g11FF0(,�c� Town Hall,53095 Main Road f Fax(631)765-1823 P.O.Box 1179 ,ti `�` Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION Date: Building Permit No. (� 6 Owner: C,Y1 non e— / A Anz j e$, (please print) Plumber: _[/��c t2�C I �i�it/��lL✓ (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �f ry (Ple s ignature) Sworn to before me this /a day of Oc -D - 20 O S FRAC J.NAPOLITANO Notary Public,State of New York Reegg No.01NA6089519 t r Ouafrfied in Suffolk County Commission Expires March.,J pt 7 Notary Public, StAjur3k County 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. 30567 Z Date AUGUST 27, 2004 Permission is hereby granted to: IGNATIUS S CANNONE 10-64 JACKSON AVENUE LONG ISLAND CITY,NY 11101 for DEMOLITION & RECONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH TWO CAR GARAGE UNDER, & NON-HABITABLE UNFINISHED ATTIC AS APPLIED FOR at premises located at 4205 BREAKWATER RD MATTITUCK County Tax Map No. 473889 Section 106 Block 0003 Lot No. 006 pursuant to application dated AUGUST 11, 2004 and approved by the Building Inspector to expire on FEBRUARY 27, 2006 . Fee $ 1, 917 . 05 Authorized Signature ORIGINAL Rev. 5/8/02 �O�y,OF SOGTyo6 3os� 7z *p TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL 4 ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G vL 0 DATE f �2-g -os INSPECTOR ho�,pOF 80Ulyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. 40%owir- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: GL`� iz� °C'`a'� - p8-. ClAt . �,-oil. 4 - ll� 4 // LV L i� Ju� --v DATE /0 - �S INSPECTOR NOF SOUT*19 3 �s� 7 *� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - L4L o7 - - . DATE 6 , l S - os INSPECTOR � � 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:__o DATE 8 � INSPECTOR G of salz% 7 �cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 SULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION y 4 REMARKS: a T - l -31�eX - - ® � =� C DATE -s-3 - °� INSPECTOR�� � - o-�-6 -7 G 765.1802 BUILDING DEPT. INSPECTION , J [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND /[ ]`INSULATION w FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION REMARKS: rf r DATE �3 6� INSPECTOR bt 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / °2 Os INSPECTOR -` 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION /[ \] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /� 7��5 INSPECTOR 3os �7 � 765.1802 BUILDING DEPT. INSPECTION xFOUNDATION IST [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE &/CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ( C*7` DATE �/ �a� INSPECTOR �� o b 7 Z 765-1802 BUILDING DEPT. INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REM A KS: DATE °�-°-t7, INSPECTOR �' JEFFREY T. BUTLER , P . E . Po Box 634 SHOREHAM , NY 1 1 786 (63 1) 208-8850 (63 1) 727-8033 FAx LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS October 28, 2005 Town of Southold Building Dept. PO Box 1179 Southold,NY 11971 Re: Permit#30567Z Please note the following concerning this application: I have inspected the framing of the 14" Microlam Ridge Beam in the second floor space and find that it meets or exceeds the requirements of the Building Code. pF NEW y QPSV T.B(lT� O Sincer `� 9 * w Jeffre W-. 4, 2 yi1FD 0 A93 Ess�o�'P ' ftp JEFFREY T. 8 UTLERV P. E.' PO Box 634 SHOREHAM, NEW YORK 1 1 786 63 1 -208-BBSO LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS June 6, 2005 _ I� r i Town of Southold Building Department I 0 2005 ' Re: Breakwater Road Permit # 30567-Z Dear Sirs: Please note the following concerning this application: • I have inspected the headers installed on the above referenced project pursuant to the Building Department Inspection Notice of 5-23-05 and find that the headers as installed meet or exceed the Building Code for the loads imposed. Please call if you should have any additional concerns about this application. of NE{tiJ- �-P�FPE�r�l�"Q CI rely, r y� a Butler 0 4 �. A9�fESSIONP� JEFFREY T. BUTLER, P. E. PO Box 634 SHOREHAM, NEW YORK 1 1 786 63 1 -208-BBSO U c ENBEO PROFEBBIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS May 2, 2005 Town of Southold Building Department Re: Breakwater Road Permit # 30567-Z Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring pursuant to the building code and find that the work conforms to the plan as filed with this application. Please call if you should have any additional concerns about this application. OF NEW Y Sincerely, � V" r.8/01 �* �c cc a utler, P.E. r w 2 734 CZ 2�F�pROFESS\GNP�Z 1 1 1 • 1 ' _� • 1 '1 lgal � IfI ♦ I ,��i'I' /� /La FOUNDATION(187 owl A ROUGH FRAMING& PLUMBING 24 NMI Wfl, INSULATION PER N.Y STATE ENERGY CODE lip Iloilo �WRA�!1 I C� :,..._� I r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the folloyting,before applying? TOWN HALL Board of Health � SOUTHOLD,NY 11971 4 sets of Building P TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Ao5t 7E Check$ X6'/7 Septic Form N.Y.S.D.E.C. Trustees Examined -3,204_ Contact: `` Approved 7,20 Mail to: 2a� F ex- Disapproved a/c 1e34 cz nre nr" Phone:Cil -aUS `8%ISO Expiration 2/a 7 ,20 0 /uitldingNspector F''1; APPLICATION FOR BUILDING PERMIT Date -N�nlW, Q 20—PI-1— INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. 6 c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ri �4�X lD3U 1n�Q`!1[1t�L IJP (Mailing address of applicant) I l lS(p c—State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder YcuGG't���iot�� �hQ�C�eC�' Name of owner of premises ::rQnCAiug (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: tJw CCPVy-.P-C k GWA- "fid udy House Number Street Hamlet County Tax Map No. 1000 Section 1'Z> Ln Block o 'S Lot O LD Subdivision Filed Map No,: : Lot (Name) 2. State existing use and occupancyes and intended us d occupancy of proposed construction: a. Existing use and occupanc . trl�i„ .�in � ro\ltr.c� b. Intended use and occupancy -- 3. Nature of work(check which applicable): New Building Addition Alteration _ Repair Removal Demolition Other Work 4. Estimated Cost a (Description) eO , 00 O Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a 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 r-�p , i y' Depth Height Number of Stories l — Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front S7 ' Rear S- I Depth c Height Number of Stories d 9. Size of lot: Front 'l l • In% ' Rear I DD , no' Depth V5\. 1,7)' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES X NO—Will excess fill be removed from premises? YES NO Y 14. Names of Owner of premisesddress Kr{-ish NeA twg Phone No.-118 -1844 I"79 a• Name of Architect r Address-bk­p6n nam Phone No tD?S 1 0?0% jMcS D Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y _ * 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 Y * 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 YO1 SS: COUNTY OF ) 10t n M\Q�\R"4 being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Atkpr, _ (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. Swom to before me thi / 1 \ 0 20 i — �� Notary Public Signature of Applicant BARBARA ANN RUDDER Nolsry Public,Skits of Now Yak No.4855805 Ouaiiliod in Sullslk COcnti. commission Expires April 14,?­Dcl Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 07/09/04 Receipt#: 1872 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1872 Total Paid: $10.00 Name: Butler, Jeffery 20 Overhill Rd, P O Box 634 Shoreham, NY 11786 Clerk ID: LBOHN Internal ID:97918 t ")I i1 l� �1�LaV1Z� 0 T T T�t—�'� Applicant/ Date. Owners Name - Reviewed: 3 ►F. Architect/ Date Engi Leer:vim:}. Submit(ed: I� SCTM [)istrict: 1,000 Section: 13 lock: 3 Lot: Project Subdivision Location: ' ��� /�-- Name: 1 r Single&separate Required certification: ' � Req. Rey. 1. 11r. Zoning District: (lot size: Aqual: I (Loi cuvcngelx�sed_144I Req I QRzq. j front Yard Proposed: V Y� (Side Yard _[0_ Proposed: 11 (Rat Yard'- Prosed Project Description: _ a&.&A4 AG_ ENCJUERMM Permit'. RR [tIR17'D FOR REVIEW N.A. NO YM el 0 Suffolk County HealthDept. 1� C � , New York State. D.E.C. Town Tnmtees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: 44 Mae ti 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD _3 OWNER ` STREET Z VILLAGE DISTRICT SUB. LOT �b FOPJAER OWNER N E ACREAGE i3 S W TYPE OF BUILDING / f�o� s l ES. Jp SEAS. VIL FARM COMM. I IND. ( CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3 a O aSoo 2�0 U XIS9 00 4w hnnom � 600 ,0.500 3/D� `� 0 -LIar33 r- �ov�. 4p in - o 00 37o6 X00 rr 8 7 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD 0O 00 0000 illable 1 Siitkt164B , v �/7 -fh �0 illable, 2 DOCK illable 3 ✓oodland Nampland •ushland w/ _ A.. 96 3 I M. Idl . 12 ! 6 Foundation L° Both x e�ernS�p ) X �3 2-?3 _1 1 6g Basement k� Floors d t �l Extension Ext. Walls - � - - Fire PlaceHector Finish - - Extension L Porch Roof Type - i -- -- Porch' Rooms-Ist Floor - - l 1 Breezeway 11 Patio Rooms 2nd Floor Garage Driveway Dormer -- - -- O. B. + - --- Z - - II n LJ ecld Fv. � 361 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release 1 Data filename: C:\Documents and Settings\JEFF\Desktop\MISC_JOBS\Misc Jobs 2003\030033-CANONE\DRAWINS SET\Untitled.rck TITLE:Proposed Canone Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 05/19/04 DATE OF PLANS: 5/19/04 PROJECT INFORMATION: Break Water Road Mattituck,New York Town of Southold COMPLIANCE:Passes Maximum UA=548 Your Home UA=425 22.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2530 30.0 0.0 89 Wall 1:Wood Frame, 16"o.c. 2398 19.0 0.0 120 Window 1:Vinyl Frame:Double Pane with Low-E 392 0.340 133 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2530 30.0 0.0 83 Furnace 1:Forced Hot Air, 84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is concis lding plans, specifications,and other calculations submitted with this permit application. The propose am #6 igned to meet the New York State Energy Conservation Construction Code requirements. When a Regist stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and pro p or specifications are in campliance with this Code. aC r Builder/Desi Date r �4''e;>Sttl�ty REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release 1 DATE:05/19/04 TITLE:Proposed Canone Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air, 84 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors, I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. 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. 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. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) XXXXXXXXXXXXX SURVEY OF LOT 107 i+ BLOCK 7 MAP OF r � CAPTAIN KIDD ESTAT' filE No. 1672 FILED JANUARY 19, 19 ` SITUATED AT i LOT 10MATTITUCK TOWN OF SOUTHOLD S 86'00'30" E 151 . 12' SToCs," PE]4CE �8 N !% p S U F F 0 LK COUNTY 1000- 106-03 W -C _ EDGE CONC.`«m � �{ S.C. TAX „_ O �� �� _ 35$ - b .1 I SCALE 1 -20� O 53.0 rn CCC, JULY 3, 2001 TREES TREE N ° SEPTEMBER 23, 2003 LOCATE .• p 4, 2003 RELOCATE TREE r OCTOBER zo ° fq. JANUARY 5, 2005 FOUNDATION LOCATION FF a n C'” AREA = 15,821.77 SCI ft. 0.363 oc. LOT o7 D , ( FRTIFIEIL-T O: �k pIGNATIUS S. CANNONS 3.1 ti F 5 4.2 f M' cp o ♦J o . W WITH THE WAMWti ZV Nk TREE f °' �� PREFMFEEO W AO AS Esrrmtom 4? TIME too ' 3.OT BY ydf4STA M M1 zs 4 : co f E. _ 0 Z tEE o° n 4 R=25.00' N 6'00'30" W Raw OF �� 3�� p p L=43.78' to gv MAIL-lczzl �_____ N Y.S. liC BOXES EDGE OF PAVEMENT . • ° r • • e p ss ,pr vv ps e i v P v .p ' p ° . p p p C p • p • p . g � p • •p . EAST ROAD Jo►s� � , e UtgTHORRED ATAIO�� Land Sufv y TO T18S SURVEY NEW YORK STATE SECTKIN 7208 OF 1HE EDUCATION LAW' - Cann, WRVEy wP Nor BEARINGs _ Site pions +rw Tw o ypR � D rAk ' -- sueervi9+M, sat}; BE 6ONSIDEREFox Ta eE A watD TRUE COPY waa p1i0NE (831)727-200 CER'11FICATIONS INDICATED n�SUR&-y µ+LUNG , oNLr TO THE PIE OEE ON HIS WkVU TD THE OFFICES LOCATED AT P.O. Bo>' IS PREPARED, AM MT S 1380 RWIOKE AyEPk)E R,,&Kwd. New Y im N+ b8T1— RPlERHFAO. Hew Ywk 11901 THE EXISTENCE N,� G14TS Of OF RECORD AIF TT C FlG�TIONS y'fEpAg1E. AMD/DR EASErE ARE NOT GUARANTEED- TUT10N. ANY. NOT SHOWN / 51TE AREA = 15021.-n sq,. ft. = 6.363 oc, • / f 1 LOT (� r( \ of NEW Y w N - RE51DENTIAL DWELLING N PUBLIC WATER OE In X HEDGE =°r z� —15H2' �� x c I O 2.5' DIA 4 X Z EXISTING SHE TREE EXISTING SANITARY z Q O 35'-0° SYSTEM TO BE Q� TO BE I N ABANDONED PER • Q d) a DEMOLISHED I'. PROP05ED ASPHALT 5GDH5 STANDARDS Q I EXISTING LU z EX15TINO ONE m WELL — DRIVEWAY _...._._. (V 5TORY FRAME O HOUSE TO BE O DEMOLISHED = PROPOSEb TWO rig A STORY FRAME BED OOM) ➢ i Abandonment of existing sanitary system U nt +_ ! 2.5' DIA \ F.F. 1oa.5 A to be vhKlessedLU by Health Departme . t— W R LOT 10 J AGED OAK e� \ �rn GROUND LEVEL 2.0' DIA TREE O 1.5' LOAM c, +>� 2.0' DIA _! W $ — — I AGED OAK z ,iS W 5.0' CLAY PROPOSED SEPTIC SYSTEM m O, O o TEST v Q O m USE 1000 GAL. SEPTIC O i �`\3� N \ HOLE — — — - z N B TANK AND (i) C DING-75 <X� 3.0* DIAEXCA AORSANRARYSYST �QLttttE N O O z DEEP LEACHING RINGS �� 10 1.5' DIA \ / ( `� 1 MIN. � � \��j BY HEALTH dEPARTt�EAI 0) < Cfl 3 CYPRESS iQ �y T o.s' UJ LJ ) O FUTURE 50� \2,5' DIA '-p. / 5AND ANO GRAVEL (Y z I Q \0^ N,��aIb°00'30" W XOAN51 ON TREE �S -,d F- MAIL"--- 'tl° — — Op �O BOxES ION 39.37' R=25.00' ABOVE &ROUNDHATER Alf Z Q :S O DOE OF PAVEMENT L=43.18' z O ~ O EAST ROAD Ex 571NC� \\ rFnLk CCS , TY iJEF 1 P.T�iT NT OF I3EAt TFi SERVICE$ ++ �/1 c ( O WATER MAIN BITE PLAN BASED w LL \` �xZRNUT FX :jiF"PO`vAL,3FC0NMUUCn0N FOR A ON SURVEY BYd \ \ GLY,R'AMILY RE.SYALN $ONLY L O 3 l3 SITE PLAN J HS No. 0 —DIO I JOSEPH A. I NGEGNO < LL DAT£ LAND SURVEYOR O O 41350 ROANOKE AVENUE APPRO P.O. BOX 1931 Q 20 10 0 20 40 00 11-150 loo EOR MOF B ODMS RIVERHEAD, NY IMOI Z GRAPHIC SCALE TEL.: (631) 721-2090 — — EXPIRESTEtREIrYEARSFROMDA'{'EQ1►APi'ROYAi. FAX: (631) 121-121 RE5IDENTIAL D — _ _ — — _ _ _ PUBLIC WATER M15G_JOBS/2003_JOBS/030033 SURVEY OF' LOT 107 BLOCK 7 MAP OF CAPTAIN KIDD ESTATES LOT 106 FILE No. 1672 FILED JANUARY 19, 1949 S 86°00'30" E SITUATED AT e'N a.e' STOCKADE N MATTITUCK o '�"� 151 . 12' $ ° TOWN OF SOUTHOLD C; SLATE STEPS FOUN SUFFOLK COUNTY, NEW YORK o CONI. %%ix COw C. WALK,' COW MON �.4• - N b S.C. TAX No. 1000- 106-03-06 SLG"" &.aCURB o SCALE 1 "=20' C? " N ° JULY 3, 2001 W 0 (uNm1Y o SEPTEMBER 23, 2003 LOCATE TREES T2.1 TONS o ' �, OCTOBER 4, 2003 RELOCATE TREE O 4 JANUARY 5, 2005 FOUNDATION LOCATION 4 _ AUGUST 1 , 2005 FINAL SURVEY i r. LOT 07 ` ° " o �' wNc Rous rn ° ° A AUGUST 26, 2005 UPDATE FINAL SURVEY �i SLATE STOOP L W a R >a AREA = 15,821.77 sq. ft. ' y � 7 i a., SLATE H o' er 0.363 cc. j " X42' — S ° S.C.D.H.S. No. R10-03-0161WDOD 1 M STOOP � W '.. n �lwr 4F� �� �n 2.0' aw dT �J CERTIFIED TO: ! RO T � 'AVE ---ro 1 q �1 " ° IGNATIUS S. CANNONE ` �.. ` TAW JOAN M. CE J PREMIER TITLETLE AGENCY 3.o DIS a a O � b• 101 ' .... PREPARED IN ACCORDANCE NTH THE NON" ST FOR 7Rif SURVEYS AS ESTABLISHED Z I.S' OK i 1 2.5' pUA 8Y 7EE I.A.L.S. ARID APPROVED AND ADOPTED TREE i TREE ' FOR USE BY THE NEW YORK STATE 1A11D 1RIE 7X111. 1 1 F NEw Y eoas N_ 600'30" W �F,0 P.\NG �JMW of =0„ -139.3 R=25.00' " ti OF PAVEMENT. °• ° € ! ° L=43.78' EAST ° ROAD ° ° • F 6 ° ° 4 N.Y.S. LPC. No. 49868 'c Jo eph A. hVegm `NUTHMZED ALTERATION AT ADDITIONOLand Surveyor SE THIS SURVEY 5 A VKXA11011 OF ' SECTION N LA . THE NEW YORK STALE EDUCATION UW. COPES OF THIS SURREY IMP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TiNs Survap — Sub&ivons — Site Pone — Conebnchon Layout TO BE A VALID TRUE COPY. CERTIFICATIONS THE INDICATED HEREON SWLL RUN PHOIIE (631)727-2090 Fax (631)727-1727 IS PREPARED.To tHE AND N FORBEgM nO TY s PIMAND ON HIS NAL AG 1G THE TITLE (XMIN7/, GOVOIIIIEMAI AGENCY ARID OFFICES LOCATED AT NNt1AM, ADDRESS THE EXISTENCE NT RIGHTS OF WAY t ANO. M ESHOWNTS Or OT GRG, IF TO THE INSTITUTION LISTED�G' 322 ROANOKE AVENUE P.O. Box 1931 ANY. NC' SHOWN ARE NOT GUARANTEED. INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. RNERHEAD, New York 11901 Riverhead, New York 11901-0965 DESIGN CRITERIA •THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWINGS SET)* WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD GROUND SEISMIC MOST U6E/ SPEED EXPOSURE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEAtNII S OCCUPANCY HEIGNt FIRE AREA TYPE OF SNOW DESIGN LINE LOAD (MPH/ CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLA651FICATION GONbTRLLCTION 46 eF 120 B C SEVERE 4B° MODERATE SLIGHT TO II YE9 FROM 1998 40 of 20 of PERIMITER EDGE ZONE • 33,2 par EDGE ZONE • 25.6 pef R 3 29,0„ FIRST FLOOR • 21T6 SOFT. p p INTERIOR ZONE • 26.6 ,F INTERIOR ZONE = IB.9 sf TYPE v F i0 HEAVY MODERATE FROM MAPS p p SECOND FLOOR • BTS 90.FT. THE GUILFORD CUPOLA (VINYL) BY THE COUNTRY GENTLEMAN TRADING COMPANT, INC. rwww.couNrRTOupoLAB.coro gh TABLE R301.4 , MINIMUM UNIFORMLY DISTRIIBUTED LOADS (PSI) USE �o LOAD EXTERIOR BALCONIES O GES 50 PASSENGER ATTICS WITH ST RAGESTORGEA 10 _ - ATTICS WITH STORAGE 20 -- ROOMS OTHER THAN SLEEPING ROOMS 40 ASPHALT ROOF SHINGLES SLEEPING Roans -- - 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 -- - `-- - ' --`- - "_--' ----- SEE DETAIL SHEET FOR CONNECTION HIGH WIND - - _ — - REQUIREMENTS p w OPENING PROTECTION 0T � - __ WOOD STRUCTURAL PANELS - -- ------- _ _- —_ _. _- -� -- __ _ - -_-__ _ _-_ -__ PERBIIANT TO 1609.L4, BEE _ - FASTENING SCHEDULE ON i CEDAR IMPRESSIONS DETAIL SWEET IN THIS BET 0 z C3 C3 W e1 FRONT ELEVATION 0" D.H.D. 9'O"xT'O" D,H.D. o r M � �. X XZLL 33 O - m LL LL- - - Lu m .o, - -- - _._. ENGINEER- _ CERTIFICATION OF AADDITIONAL SPECIFICATIONS: - _ - - -` - - -- _ --- - - - - - - -- -_ IONS --- Ew 1. Existing house to be demolished and removed from the bite. - 'ar( REQ REDCT �� Contractor le retyognelble for all existing utilities and abandonment or existing eenitwy sy6tem per SCDPe r 2. Prgvlda Cdpay windcode gavage doors with Impact windows. 3. Provide Anderson 400 swig, windows, s and ecreamb as brown on plane In le. 4. Provide Certain Teed vinSl�dhg uCedar glrmpre.elone T5" Perfection. --- -- - - w-- - `-- -- --_' _- r_ _ .. - - _ - _ - - - -- -" - ALL REQUIREMENTS M¢F 073 93 ___ J S. Provide two (D exterior lights a. garage. One (U exterior light at - - - �` -- "- - - "-" -- -- -` - "" - -- -` -` --- - - - -- - - - - -- - - W6JeSOF NEW YORK OF THE _ +� CONSTRUCTION SH —'---- -`-- •, iTHE QUIHEMCNTS _._ _.._ _ ME, front door. One (U exterior light at Aide door. Four (4) rear exterior ` - - lights and two (2) motion asnegr Flood lights. - - - - - _--- - -- - - - -- STATE. b. Provide meeormy front stoop and steps to grade per code with - - - - - - - i -- - - -- - -- JEFFREY T. BUTLER, P.E. blue stone Finish. -- -__ _ _ - - - -_ - _ - _ __--- _ - -_ - _ -- - _ _ _ _ _ - _ _ , in 1. Prgvlde two (2) outside waae 6pleot 1. Locations to be determined - - - -- - - - - - - - --- - - - - - - - - - -- - - - ALL PLUMBING SING . 8. All backing In raw to be Trex Decking. Style to be determined. ---- - - -- -- - --- - -- - - - - - - -- - - - - - - - - - - - - WATERWASTE o S. All Interior walla and callings to be primed and have two (D coats - - _ - _- - _ - . .- -_"- - _ - -- - -- - - __ ' - __ _ --__ - - - -[IMPI TESTING BEF RES NEED r_ m of Benjamin Moore Palm. Colors to be datermined. -- - -_- _ - - - -- -- - -- -- -- - __- -- - - - - - - _ -- = RE Q m 10. Provide radiant haat In kitchen, ramlly room, living room, and foyar. Z Q �; II. Baseboard heat In all other !come. - - -- - - ---_ - -- - _ _ _ - - -_- - - PLUMBER CERT/F/CA PON o UM W o n 12. provide one gia fireplace manufacturer and style to be determined. -- - - - _ "- - - _ -_ _ - - - - - ON LEAD CONTENT 13. Provide 250 gallon underground propane tank for flreplace, _ _ - _ -_.-_ _ _ - - -- - - - BEFORE (n h- O CERTIFICATEOFOCCUPANC W n kitchen, and landry. - - - - - - - - - - - - -- - - - - - - - -. - - _ SOLDER 14. Provide 2- 2'15 gallon oil tank. In basement. _-- - - _ - _ - _ - -- - - -- _ - - - - - ER USED/N (NATER Or 15. Provide l0 gallon Bock oil Fired water heater model •TIE. SUPPLY SYSTEM CANNOT W Z O m 16. Provide flooring as shown on flooring plan. Oak Floors to be - -- - - _ _ - - - -_-- - -- _ -- - _ - - - - _ - _ EXCEED21100F o C Z i fagtory pre4tril had. Tlie floor, to be determined. - - - - - - - - - - - - T/o FAD. Q Q U Q v IT Tile in shawar area and bathtub area to be determined. -- - - - -- - -_ _- O O conor 18. Provide show air alavationi to be The beam. n / - -- - FRAMING UNTIL SURVEY � u I f a 19. �The cn�oGentleemiantTreding Conpany, Incrd cupola rvinyu - J - - - -- - - - DO NOT PROCEED W TON f I`i` �JG Q s (www.cou IM.com, .Y. 2 4 2004 p w Y � TI 20. Provide architecWal roofing minimum 40 yea warrdimy. � r +U 1 `� W Q h' 21. In all room provide paragole 14D 263 base moulding and l ( '�,I \/) HAS BEEN Ar'RROVED. l l,; 3 U x tl 14M 35 casing by Riverhead Building Supply. �y r)I D Y ' N p O 22. Thermatrue 3068 Front door - colonial (ri0 eta.) with �) ucj� u aam CT rJOVe end hair glen side11 eA with 910", UNDERWRITERS r{ y!/it o ml 23. Eightfocit to') hi agod French door. In master bedroom '/ --/1rPlltaVEDAS NOTED O M high 4i'/ �' REQUIRED EL Ip o and medal room, bee floor plan. r �¢. / � DATE: �7 O B.P.tl ,f d v � t . r 24. Cafe +tut& doors on Magee Ballroom closet, And dabbing [ UNOFF NOTIFY BUILDING D TMENi T w �, f FEE: X9/7.05 BY: u see. eri floor pian. R AI ANTOTO BECTIuN 45-t0C 765.602 6 rob ERIN FOR E 75. All IhigIh doors ar, amonf,e oath,fia i to be eightleh foot (B') YMgh'C[at1'laetr, cemgna smooth, factory preflnlAhed w'�tY two (21 Paas of BenJamfn Mfoora aena.gloss whrte pane.. - L TJM OWN CODE. I. FOLLOWING INSPEC, 26. Provide two (2) wall sconce, on dtmman anilines to the 1. FOUNDATION -.L SEOUIRED I-I rns noom, Family room, Foyar, Nedra room And each oed-dem- FOR POURED CONCRETE , OCCUPANCY OR 3. INSULATION FRAMING i PLUMBIN RIGHT ELEVATION PAGE : �rgvid& ase 2i) wall sconce In aadt +rests bedrom,n Gosac 0. FINAL - CONSTRUCTION MUST T F",dg inset aUl,r and ,team nnaven . ^+,err Ban �i� USE IS UNLAWFUL FI COMPLETE FOR C.O. FLOOD ZONE _ ALL CONSTRUCTION SHALL MEET TH �^ COMPLY WITH CHAPTER "46" WITHOUT CERTIFICATE REpUIRBAENTS OF THE CODES OF NE 1 OF V FLOOD DAMAGE PREVENTION OF OCCUPANCY YORK STATE NOT RESPONSIBLE FO SOUTHOLD TOWN CODE. DESIGN OR CONSTRUCTION ER R SURVEY ur, LOT 107' BLOCK 7,... MAP Ok.�STATES CAPTAIN KIDD FILE NO. 1672 FILED SANUARY 19, 1949 SITUATED AT LOT os MATTI-TUCK TOWN OF SOUTHOLD YORK COUNTY, NEW S 86'00'30" E 151 . 12 o SUFFOLK 106-03-06 MOO AM F°'M iauo S.C. TAX No. 1000- 106 1 99 SCAL O '4 HEDGE0l � ~' � b b• tri JULY E3, 2041 o N STF TREES EPTEMBER 4 322003 ELOCATE TREE r s OCTOBER 2005 FOUNDATION LOCATION a• o,xl4noR) O r JANUARY 5, t O c AUGUST 1 , 2005 FINAL SURVEY 77 sq, fi. 5,821 . w a titi AREA = 0.363 as cr - to D S. No. R10-03-0161 O 0 S.C.O.H. LOT 107 f Ino N = . O N = v P ,-.RTiL'iG'� TO - IGNATIUS 5. Arl CANNONE 0 't�,t� u, AccaRD '"n" lAJ p GAS } C b° / PREFAPF3t FOR n E SURVErs AND ADOVTQ� 2.0 qh TREE __..-._.�� I salm 5.0T� B, WCHg iHF 'few sTATE a 1Z th t y -4v 9SP� F (h, 2 5' Dfik M I i i � �• � n'Z'yT O ,.!V DW kV•, •v O Z R=25.00, • v � 3 4.3.78 3 L- No. 49668 N 6'00'30' ROW v_ 1v v 4 � � v Y.S. Lic• wv+ y _ • • ° BO%ES ° ' 0, PAbEMF1'+r . • v ° • • • • . AWA j©sem -i/ v.. v • v • � • v .ted v, • v v v ¢ v ^° � ° v s y ° 'v � • egnu EAST ROAD Lend Surveyor TEPAT04 OR ADDITION q�fJEY��� SThTE SUFFOLK COUNTY Cd t T�, ",, C L,"!`1E MES SECTION 7=9 Comtruction LoYout EDUCAATID+I lAw. _ Site Pions APPROVAL C .`OR suRJE' +E' NDT X%04 s _ Subd vis ons A ..��._.,.'. ,. ..--._.�tl`a..,_ THE iArn suRVE�tS L SIM'pT�gE�CO Title Survey Fox (631)727-1727 a' �I I� O � �nn °, 2t v v 3 U+y i T V= nn,E PHONE 1631)727-2090 MNUNG ADDRESS ; 2 v, PZ- teen Y r, T *4DICA� TWE 6104 Y AT F.O.W044 SPALL Sox 1931 -� oto_ FOR 80t.Lf TO OFF)Ct5 LOCATED Ayf}1Uf Riverhead. New York 11901- 5 i tcu^d to �ovFina+ENTA�1°ENCAN 322 R�� yo,R t i sot TfILE LOOK Iµ$TTRpTON Wic lE x6.61- RNER1ifM). _ T - THE ASSNSi rqr TRANSF> ." THE E1 YENTS�OF RECORD IF Tl1nON� �� S51E Ago/alt �N ARE NOT GUARA z. .. ANY. "OT SEE DETAIL SHEET FOR HIGH WIND Xr 100 THE GUILFORD CUPOLA (VINYL) REQUIREMENTS CONNECTION BY THE COUNTRY GENTLEMAN = TRADING COMPANY, INC. __-_ O ® (WWW.COUNTRYCUPOL46.COMJ - OPENING PROTECTION BY - WOOD STRUCTURAL PANELS --- PERSUANT TO 1609.1.4, SEE _ - FASTENING SCHEDULE ON DETAIL SWEET IN THIS SET .._2 A6PHALT ROOF BHINGLE6 -` - -- - -- _ - __ 1-CEDAR IMPRE8610ry LE m m REAR ELEVATION w m O Q, m m� '0 x z .LL ql O r W .Q o Lu to W W � o -- - -- — -- - -- — - - - - - - - ENGINEER: OF QyV I SSIO�` Qe° - - --- - ` - JEFFREY T. BUT ER, P.E. uj cr lu m i Q F- V R' qs WTy DECK OMITTED -_ ..:. - -:- .. - - - _ ___ - - - _ _- - - _ _ - v -_ _- FROM VIEW -____ - -_ - - - - __ - - - _. - _ _ - __ - _ - - - -_ _ _ _ ____ _ _ _ -_ - - _- __- - - N O 0 O IF N T d m o Q O u � LEFT ELEVATION 'AGE , 2 of 57'0" 3' 0" 6' y„ 3'0,1 T I.y„ 20' 8" T,0" _______________________________________________________________• - I . 24'Sr14" P.C. PIER ______________ ________________•____________ p TO UNDD 1 •, 1 ' - 601E w/ TO U CCA OA RISPOST.D F ' ' • ' ^ q ANCHOR TO PIER (TAPS y SEE DETAILS 1 1 . 1 d 1 . I --.-.----------� 1 _ 1 > ___ BEAH POCKET i BEAM POCKET ' GROUT SOLID GROUT SOLID ' 1 �' • `• 1 1 • - . , i i • • , L' ' ' 0 '� • • / ``.�' . ` _ _ _ �_ LINE'OF PORCHA�O _ I ' • . DCA GIRDER,-�9-�(10 GGA bIRfJE 10 O � O1~,G CIRDrR`-'31k�0 CGA GIRDE 1= i m -1 • Y : 11,4„ 5' 6" u � 5'4" 5'4'1 5'6" _}I3/4_ �_T/B.�YE_ — _ 1 ' %IO GCA ;EDG [2�BO�T W/ 1l1_ LA.Gb�l6'_O.Q 6jAGGEREP ......... •• t _ — _ — _ GIRDER ------ 3-I 314' X II VB" LYL — _ 3.13/4" X II 1/B_' LVL _ m \ r — _ GIRDER _• • • •• •• • • .• . •• -. - • •• GIRDER I • , .___ _. � BEAM POCKET -------' BEAM POCKET I ' BEAM POCKET I GROUT 501-10 GROUT SOLID i GROUT 50LID 1 " X P.G. i • r 1 1 ILASTER, TTP. FURNACE, M I - m _ i I ELEVATE UNIT 10" MIN ABOVE I • i GARAGE 6LA5 ' u LL' EXCAVATED CELLAR O jI ." P.C. SLAB 5/6" F.O.KIIIB _ J 0 • OVER FlllRNACE Tc i • _____ - r ' • xI PER C09E. To i Y 1 L Lu g o ~ "'I o C B • O BEAM POCKET 1'1 GROUT 901-10 • ' o � m 1 1 ____________ _ ___________________________-_______________________-_______ --------------------_____________________�__________________ ._________________ rn r v r 7 7X 1 r I I 1 1 � X z a • i I I ; i _, 1 N ; 710" T g" y1011 171311 4" � It, IP, 1 I'6" H 6 L � r . , 1 r• ' -13L4' 2- ' s4„ II -(_ Y 1- ' rDER GIRDER I GIRDER ',GIRbER I _ I . _ r ' CONCRETE I o . ' EXCAVATED GARAGE • LL COLUMN S i ,414- ' BE M POCKET 30 I 30" CO POUR I S 1 p '� O P.C. SLAB b • J _ LL 1 (TYPICAL)3 Ili q, X 30 X I]' 7q' r GR T SOLID I " % 6" 10/10 W.W.M. — ul CRETE FOOTING I _ i • i - � � - ) IT 4" POROUS FILL ^, PITCH TO O.H.D. 1 ' 1— , I , BEAM POCKET 1 1 ' • ' i , ,__ __, GROUT SOLID li 1 ' S I I 1 I I 3-I 3/1" XII T/®" LVL _ ___E, - 3-I 314"-X 11 1/5" LVL_ _ _ _ ' K4 �W GIRDER ~ �— GIRDER �• Vr �WG{..�. - 1 I 1 1 I I I 1 • u �F '___, 11' 11" �___ II'b r ' �`{} J .(T ' O O VI YI i 111 q "1xIG m I ml > ro ? a • I . i 3 N JEFFREY T, 84TLER, P.E. IAD ry I D 0 W I I u p -. . ♦ •. ;. • v •� DS OF FND. TO GAR FL LEVEL Z 'B o I - r , 1 `__________i r DROP FND, TO G4R FL LEVEL ' O i r 1 r __________________ W $ 1 \ 1 • 1 1 1 • • 3 Q • , .� , e, r , Lu I O _ I m I O ,•. - •� •. v •� _ . - v• 1 PROVIDE FROST _________________________________ ______________ ; WALL AS REQUIRED W +• O w Z Q i O Q ? O n OrO r�� F PROVIDE ANCHOR BOLTS AT EACH CORNER -------- U Q = 51P•PSON F'HD5 ,TYPICAL; - SEE DETAIL SHEETS Q F Y rL SEE SCHEDULE ON DETAIL 6HEET FOR ADDITIONAL ANCHOR BOL' SPACING I' 7" 9'4" I' ]" I'S" 9'4" I' S" W ~ VERIFY M.O. VERIFY M 0. 1T 2" E121, 811 414,1 121611 1,121, 210,1 1(^,I/) �, O CC m ° z 57'0" d r z O SEE DETAIL SHEET FOR 1 WGH WIND CONNECTION REQUIRIETENTS FOUNDATION PLAN - OPENING. PRO'TECYON E'" B 5•-I0KE DETECTOR LjOOD 5'RUCTI+RAL P4NEL5 INTERCONNECT PER CODE F'BiSUANT TO Mio3'.I t SEE e CARBON MONOXIDE DETECTOR PAGE • FASTENING f/ ULE ON ONE 1Pg2 FLOOR TJE'A1L SHEET N Tae SET 3 of fo 4" VTR ________I____ ___;________r___ 1 _____i I TUB/ LAV 6HOWER SHOWER SNK 77 u 77 MAIN FLOOR W .W. 57'0" 2.. 3" 2.. 2 2.. 3• 2.. 3'• 2.. � 2.. 2' 3" 3'4" 3'4l1 6' 5' 9„ q 81, 4' T" 3' lo" 6'6., 6' 6" 3' 10" 3,. FA1 c.o. �IA�NITA" STEP_- -_ AN APPROVED M ul _ _Unll - � F\� Ph ` — f F\\H nl CAST I SEPTIC SYSTEM O ' 1-2x10 HDR. 2-2x10 JHDR. J11M 2-2210 HDR. HOUSE RTRAP >� W I I � m I I PLUMBING RISER DIAGRAM (NTS) CUSTOM Ifi TRANSOM 10" IA HB G I~ • I6 • Ib" O.G. c - FW! 60611 I F1131 EIRGLA55 I FAMILY ROOM c 3�hry 3-2xe'HDR bs, IUMN 111. STEP I II'o' CHG. HGT. y 3-I 3/4" XII Tle' LVL HDR. 19'1 fl" m /1x10 RR /1x10 RR I COVERED PC RCH 5/4 X TRE% D KING I ' L191 16 1 T\V70s2 60611TW3052 I \ m \ F W ' en I I '\ af / 3-2x10 HDR. \ c 14'01' I-' o I Q I KITCHEN CLG. HGT.I 1 r1 LL` 1 lu u . rc V Q 0 \I M a sl O I M N y a LIVING ROOM \ v 3 U II'0" CLG. HGT, "M Lu m - — I MASTER BEDRcROM u PRE-FAB ZERO cLEARENCELw r 9'O" GLG. GT. GA6 BURNING FIREPLACE ' 16'0" 20" sd V re Q WITH J HEARTH PER CODE I x Z LL \ y. lNFPA 211) PROVIDE FRESH AIR INTAKE AND GLASS 9 DOORS PER CODE VERIFY SIZE. 211 DESKWALL_ - I f . O W 111 a, ePANTRY _________ ovE ___________________ _ __ I BEARING WALL I /2x10 RR 08 U 212 RIDGE W.G. q' IO" I / N 0 4 a I POST HIP \ n ' PO5T HIP //1;00 2 LLm BREAK IN CEILING HGT. A+ mNm BATH co BEDROOM i LL I 2-20 CAFE FRAME WALL ABOVE TO R Ry /U g F IUJI STILE - - - - - - - 0 9'O" GLG. HGT. '1 I W S' �;; TV ''V r U;; 7, B;I 3-01- SO" 'o'9O" CLG. HGT, 2" 0l " OG. W.I_G, �+ U } U ` ' W.IyG. \ • 6I�O c _ _ ON KNEE WALL R Q w MEDIA ROOM - �(�•pY, - WA L FOYER ` K 2_2xlO c_J. LINE OF BALCONY ABOVE 5'O" CLG. HGT I O O / CLO. 3'S�� 3'3" - '�+t2j X34 OPEN TO ABOVE W OG I CUSTOM SHOWER D - UI \ o m .4 ENT TO S .� LL I U" 3'S" 3' W o xiERIOR Q I JEFFREY T. BUTLER, P.E. � I ryry fl a x / IV 0 a I BEDROOM F Z LA58 WALL T PRpVIDE FLOOR I '``�� p / - I 9'O" CLG. NGT. Lu m DRAIN 119 FRAME WAL4�= O V I U Q O ll TO ROOF \\ n a, o n 12' 2" I I I' ?" Z Q I m I J u 2-1 3/4' x I�" LVL FLUSH HDR. I Q O� 9 0 m S m u, I o MASTER BATH `— - - - - - - - - � ^O 2z10 RR \ LINE OF GA6LE ABOVE O I 9'O" cL HGT LN. , 16� u o o — Lu QNQ 0 n HIllDR. 9'TI\ N/-1W LL O -y y. pj } 1 a PDR. RM, o e'o" w .Ai� 2-2x10 HDR. ° !2xl 7 lE 2xl Z "' Z X90 cusr M cr Jx3nuvnl . 16' o.c. ,yl . 16" cc., Z Q y WI LN, W.C. xI �.jObe-3o B-lobe,% TN'3U52� 2-2x10 H O Q 0 O 1, n Z O F O —_ __ - - - - - - - - - - - - - - l TW305 2 Q f V (y Q i TN'214h TW2446J O" DIA HIS G 0 LU IL L FIBER51-A55 }} TEPB TD PROVIDE RAI COLUMN `YP, F! � 3 u v O FRAME 2X4 CH °"( If[[ Y RI TO MATCH O RAD. I Q W� pl 4'6" y. T�� TV 4'6" 6'2' 2'4" 6'3" 6' Y �� I�� 6' 1" O IT 4" 13'0" IY 6" 12r, „ o' a - a' z w O u 57'0" 5t= DETAIL 5HE_f FOR IMSP JINO CONNECTION MASONARY STOOP RE--mPREMENT5 AND 5,,b WITH FIRST FLOOR PLAN BLUESTONE FINISH OPEININS PROTECTION S- WOOO STRUC`rLRAL PAKMS LIVING AREA - 2530 SQ. FT, PERffi T TO 16OS.t A, SEE FASTENWG SCHIEDL4LE as SMOKE DETECTOR DE'At- SHEET IN TalS SE- INTERCONNECT PER CODE ARSON MONOXIDE DEFECTOR O� e ONE PER FLOOR 2'x2' STAT AWNING WINDOW 4 DOOR SCHEDULE: VERIFY ALL ROUGH OPENING$ WITH ANDERSEN WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI AND TO HAVE A U VALUE OF .34 PRODUCT CODE SIZE !H X W) 54UTTER SIZE TYPE COUNT COMMENTS 0335 3' 5 5/e" X 6' O 3/8" 4' O" X 6'.6" WINDOW I TW2446 4' 8 1/8" x 2' 5 5/8" 5' 6" x 3 O" WINDOW 2 TW2452 V4 1/8" x 2' 5 5/8" 6' 6" x 3' O" WINDOW 2 TW2462-2 6' 4 VB" x 4' II 5/I6" "I' 6" x 5' 6" WINDOW I TWS052 5' 4 1/8" x 3' 1 5/8" 6' 6" x 3' 6" WINDOW 5 MEETS EGRE65 REQUIREMENTS PER NY6 CODE TWBO52-2 54 1/8" x &' 3 5/16" 6 6" x 6' 9" WINDOW 2 MEETS EGRE55 REQUIREMENTS PER Nr6 CODE BOTTOM OF G.J. • 9' BOTTOM OF C.J, a WO„ p N ATTIC CUSTOM CT 3'6" x 6' 6" WINDOW 4 24x36 OVAL 3 O" x 2' O" 4' 0 " x 2' 6" WINDOW I 1065 I'O" x 6'8" I'6" x l'6" WINDOW 2 , 0 0 TR2416 3'4" x 24" WINDOW 2 ATTIC U 3'0" x 6'8" EXTERNA 3. O" x b'S' 3'4" x 6' 10" DOOR I MEETS EGRESS REQUIREMENTS w PER NTS CODE O EXTERNAL 2 26" x &'l ' 6" x b'e" 3'O" x 6' 10" DOOR 2 MEETS EGRESS REQUIREMENTS m - O PER NTS CODE � H 0 RDH 50611 MEETS EGRE65 REQUIREMENTS i 5'O" x b'B'� 5'4" x 6' 10" DOOR PER NYS CODE I_ MEETS EGRESS REQUIREMENTS _ - - - - FWH 60611 6'0" x 6'8" 6'4" x 6' 10" DOOR 2 PER NY5 CODE ' N 0 U u O O (d) •BALCONY Wt-i W 17 � m m � J T�'1 X r�l� xzw ATTIC 111 0� Q 0 1— 6wm COVERED PORCH � W V ATTIC FAMILY ROOM '�''1 = to CERAMIC TILE /N.1 N 0 1�111 11 _ ENGINEER: 2'x2' STAT • .y7y` F, _� ' - AWNING LIVING, ROOM 2'x2* STAT OAK "! AWNINGKITCHEN MASTER BEDROOM C R MIG TLE OAK C� ATTIC PLAN G TS 10 O JEFFREY T. BUTLER, P.E. i 9 � �P ATH BEDROOM « I LLI m A p, RAMIC TILE OAK f3 D43 z If W.IG. W.LG. fA Q O ° o MEDIA ROOM OAK W ,e Z � m m FOYER 0 ZQ0 ZO Q 0 LIGHT 4 VENTILATION SCHEDULE: i � Q U BEDROOM • 2 LL0 w r T FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION RR310.1.1 Mlnlmum opening arae, All emergency s.cepe and reecua OAK w Q • . ROOM PROVIDED REQUIRED PROVIDED REQUIRED opamnge mall lava a mmlmum net deer opening or 5.T equera reset x0.530 rSQ'FT'� /SO.FT.J l50.F*.� [SQ.FT.) l60.FT.J OPENING PROTECTION BY 0 d) V v mv. MASTER � N R WOOD STRUCTURAL PANEL FIRST FLOOR PERSUANT TO 16019.1.4, SEE EXCEPTION Crede rloor opening. shall heves a minimum net cies• BATH O FASTENING SCWEDii ON opening or 5 .q,.era Teat (0.465 mm2) I( yI N Tne minimum net clee' opaning height Mlnl r"-_T RMA}Y u_- Rr! 9T6.2 6g r6 36.48 ,_ DETAIL SWEET IN TI1415 SET ACERAMIC TILE PDR, -rte lmnm opening height. 'o vMll be 24 inches (610 en O TILE ERAMI� 42 SEE DETAIL 5,41FET FOR O n H ND CONINECTION RR3101mu 3 Minin opening 'Loth. The minimum net cla> opaning width %\ GH WAU REQUIREMENTS a Al- be 20 Inch. (505 mm). �1 j RR310.i.a Op=reUonel con.treima. Emergency eacepa end reecua - opamrg. .nell be a,ar.,onai rroT the imlde or the room without the uw ' s Yb Ti.54 5.3 or key. or tools. PAGE - s RSO" 266.5 i. 06 '3.34 ib FLOORING PLAN � of Fo SHINGLE RIDGE CAB-\ RIDGE VENT SHINGLES HAUST AIR R.- 1. FELT PAPE \ OF SHEATHING RYPJ 12 12 14D �N RAFTER 2X4 CT . 16" O.O. RIDGE BEA ly ATTIC RIDGE VENT DETAIL 4 CT . W" O.C. R-30 INSULATION ATTIC -- -- TDP OF PLATE SEE DETAIL SHEET FOR ' R-30 INSULATION /2" GLIB HIGH WIND CONNECTION - REQUIREMENTS Z O TOP OF PLATE W - OPENING PROTECTION BY W Now Now WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON - DETAIL SHEET IN THIS SET 00 SIC, a 7Fffl 0 3/4" 61.15F�OOR TOP OF SIIBFLOOR In TOP OF SUBFLOOR TOP OF CEILING - -- R-30 INSULATION -- -- TOP OF CEILING p i •f .i io CELLAR •+ 4" P.G. SLAB I It t - TOP OF FOOTING -' -- -•jrh -- TOP OF FOOTING , Ml LLI o SECTION B-B 0. IrL �9 m m � � m X X Z LL CID ma 0 F: o � a LU allo m ILL 2x4 CT . 16" O.C. 12 - LU W ' 12 2x12 RIDGE T ENGINEER: 2X10 RAFTERS 1/2" COX SHEATHING - d 15• FELT ATTIC uw•.. ASPHALT ROOF SHINGLES _ _ � nf• CONT RIDGE VENT ®®pp BALCONY R-30 INSULATION -- -- TOP of PLATE phbFESSI����c�G T GWB JEFFREY 'T, BUTLER, P.E. -' -- TOP OF PLATE 9 W z m LJ Z 4 O 191 /Y' GWB W Q 0 2X6 sTuos FOYER LIVING ROOM o a o R-IS INSULATION m = ❑ O O 1/2" CDx 5HEATHIN5 � U TYVEK HOUSEWRAP - A U CEDAR IMPRESSIONS SIDING I L!J r Z %D m o z 3/4" SUBFLOOR O Q U —_ _— -- -- TOP OF 5UBFLOOR z O F O TOP OF CEILING a Q GRADE W y LJ Q r 2X6 CGA SILL �' ,♦ (n U y v 1/2" ANCHOR BOLTS -` = O OO 5ILL SEAL •+ = d Q �[ TERMITESHIELD < CELLAR t v O a N 0 m 6" GONG. FOUNDATION • _ 20"XB" GONG. FTG. .r F � m O Q DAMIPROOF BELOW GRADE j d } n 6 5 U d" P.G. SLAB —- -— TOP OF FOOTING SECTION A-A PAGE , I ro of ro FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE AT 6' O.G. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRU55 OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-I0d NAILS GABLE END TRUSS FASTENER SPACING w 2 FEET 4 FEET 6 FEET PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN L FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET m LL I 2 1/Y' •6 16" i s" O p WOOD SCREWS - w `1 ] 10-8d 2 1/2" +8 g ii I li NAILS WOOD SCREWS 12.1 \/x\\ / EXCEED 40 L/3 BUT DFL HAX. H 5d COOLER NAILS AT 10" O.C. a MEAN ROOFTHIS TABL.E BHESGHDON A T OF 33 FEET OR LESS.UM ND 5d (3 SECOND GUST) OF 130 MPH AND - BRACE LOC NAIL DDAI I= b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. H/2 BUT D NOT c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS, EXCEED 15 FT. MAX. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 4SO POUNDS. Ed COOLER NAILS AT l" O.G. 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/I6 INCH (11.1 mJ i 10-8d NAILS AND A MAXIMUM OF 8 FEET (2438 mFJ f. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT W FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED. I ' g. TABLE FROM SBCCI - IS" EDITION, FIGURE 8403. 1,11 ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3.6a) N w > 0 x EXTERIOR OR BEARING WALL w TOP PLATES ENDWALL JOIST A A STUD NOTCH GREATER THAN BLOCKIN 50% OF THE PLATE WIDTH BLOCKING BORED HOLE MAX I66 NAIL At 24" O.G. GYPSUM BOARD DIAMETER 00% 16 GAGE (0.054") AND 1.5" WIDE OF STUD P,EPTH METAL TIE ACROSS AND TO EACH SECTION A-A 5/8" MIN. TO EDGE SIDE OF THE NOTCH WITH B-I6d FF NAILS EACH X DE III Q 5/8" MIN. TO EDGE NSTDALLEDUINTURAL PANELAGCORDANGE Lu 8d NAIL AT 6" O.G. WITH NAILING SCHEDULE ca 0 FLOOR BRACING AT END BAYS (ALL PANEL EDGES) O NOTCH MUST NOT EXCEED 10P PLATES (TABLE 3.1, WORM HIGH WIND EDITION), 46% OF STUD DEPTH CWFCM FIGURE 3.11 8d NAIL AT 12" O.C. ON ALL � FRAMING MEMBERS NOT AT 'V a PIPE PANEL EDGES O No (a) OUTSIDE CORNER DETAIL X } O BORED HOLES SHALL NOT Bd NAIL AT 4" O.G. O @ S Lu CZ CRO#S SECTION OF CUT MOR in Z � "°" I IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING Bd NAIL AT 6" O.C. GYPSUM BOARD W d Iq (ALL PANEL EDGE N a 1+] 12" MAX. 1y � NOTC14ING AND BORED HOLE LIMITATIONS U11_ NAILS BASED ON l-1-. SHEAR WALL REQUIREMENTS LU FOR INTERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE I6d NAIL AT 24" O.G. WITH NAILING SCHEDULE ENGINEER: (WFCM 1995 SBC HIGH WIND EDITION, 3.4.3. , U _ _ NO CEILING (?ABLE 3.1, WCFM HIGH WIND EDITION) " DIAPHRAGM CENTER 2x BLOCKING L� RAFTERS AND CEILING REQUIRED ON SHEATHING JOINT ed NAIL AT 6" O.C. ON ALL �Qi P1.Z'j' ry FRAMING MEMBERS AT PANEL .'I � � p•�' JOISTS OR APPROVED 'fa^ 15/32 WOOD STRUCTURAL PANELS EDGES AND 12" O.G. ON ALL ROOF TRU55 F + ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT _ 1,+� 'f1� ' BASED ON SHEARWALL REQUIREMENTS PANEL EDGES 1 TOP PLAT SecoND sioRr TOP PLATE- (b) INSIDE CORNER DETAIL BEE DRILLING AND (`C .i NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING Ssea°` BE C T PERMITTED TO PREFERRED METHOD BE CUT OR NOTCHED JEFFREY T. BUTLER, P.E. WALL STUD- TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND SEE DRILLING AND //�\ BOTTOM PLATE NOTCHING PROVISIONS ,/ \ NOTCHING PROVISIONS L WFCM SECTION 3.4.1.1.1 WFCM SECTION 3.3.1.LI\ 1/3 SPAN 1/3 SPA Z N JOIST ENDS TO BE STUD ° _L BLOCKED AGAINST WALL WALL L �jf O j ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4.. WALL 4" 4" 2" r d) z i WITH WFCM 3.3.1.3-END RESTRAINT 1 ' ' l W Q FOR BLOCKING AND 3.3.1.4 BRIDGING BORED HOLE MAX BAND JOIST AND BRIDGING /i W Z W U OP PLATE i A DIAMETER 4O% OR BLOCKING SEE WFCM SECTION 3.3 OF STUD DEPTH BEARING R PLE 5 os 21" CLEARANCE 5/6" MIN. TO EDGE WALL TYPICAL Q a co HEADER CONNECTORS a" CLFARAFCE W REQUIRED IN FRONT OF oPENIrvG J O Q 5/8" MIN. TO EDGE A A � LAP JOIST 3 IN. MIN. SHOWER W O BOTTOM PLATE LAVATORIES z N NOTCH MUST NOT EXCEED BAND JOIST WATER � OR BLOCKING FULL LENGTH . Q Q 25% OF STUD DEPTH CLOSET z O JOIST WALL STUDS IS IS" WALL WQ NOTCHES SHALL NOT BE HEADER STUDS WALL OR BIDET Q7 'U LOCATED IN MIDDLE ONE SILL PLATE OF STUD LENGTH NOTE. m Q CRAWL SPACE UPLIFT CONNECTION IS REQUIRED Q Z O IF HOLE 15 BETWEEN 40% AND 60% OR BASEMEN4 SUBFLOOR _ _ _ Q o OF STUD DEPTH, THEN STUD MUST BE AT EACH END OF HEADER AND BORED HOLES SHALL NOT--/ FOUNDATION `� BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO AT BOTTOM OF HEADER STUDS IN - CROSS SECTION OF CUT OR SUCCESSIVE STUDS ARE DOUBLED i -OONELI�� i i ADDITION S CONNECTORS AT AND SO BORED GC�taNEGt¢ WALL STUDS AND AT TOP AND NOTCH IN STUD R(rPUIRFTQ � ' BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE ' q I I I i A NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE B BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT PAGE (WFCM 1995 SBC HIGH WEND EDITION, 3.4.1.1.1) CONNECTIONS FOR OPENINGS WATER CLOSETS FIGURE R3012 1 of 2 MINIMUM FIXTURE CLEARANCES The design of this structure is based upon the Edition (W GENERAL NOTES: approach using the 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manuel, High Wind Edition (WFCM)pub81.All work shall be performed In accordance with all state, (TABLE 3.8 WFCM HIGH WIND EDITION) and Paper Association. (19995) published by The American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS having Jurisdiction and best standards of construction Non-structural elements are based upon The New York State Residential Code-January 2003 (110 MPH 3-SECOND GUST . 90 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2-1.3ll (TABLE 3.1, WFCM NIGH WIND EDITION) For the Climatic and umberGeographIcalD Design Criteria,see Table R301.2(1)on cover sheet Practice. ° All non-engineered coon R3 he Douglas Fir#2 or better The American InstituteofArchitects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind Limitations-Section 8301 2 1 to all work performed on this project SHEATHING LOCATION STUD SPACING JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Crnleria-Section R301 2.1.1 (See Table R301.2 1 2 for Wind-Berne Debris Protection 2.The Contractor shall verify all conditions at the site Any (SEE NOTE U (INCHES, O.C.) OR PANEL SIDING FOR 8d COMMON NAILS discrepancies must be brought to the allentian of the Engineer (SEE NOTE 3) (INCHES, O.C.) Fastening Schedule For Wood Structural Panels) prior to commencement of construction The Contractor shall be E 6 (SEE NOTE 3) ROOF FRAMING Dead Load-Section R301.3 responsible far corrections not reported once he has alerted work 4' PERIMETER EDGE ZONE Live Load-Section R301 4 16 RAFTER TO TOP PLATE (TOE-NAILED) 4-5d PER RAFTER Light and Venfilation-Section R303 except for hidden Job conditions F 6 (SEE NOTE 3) - Minimum Room Areas-Section R304 3 Contractor shall guarantee to the Owner that all materials and CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-5d PER JOIST Ceiling Height-Section R305 equipment incorporated In the work will be now,and that all work INTERIOR ZONE ib E 6 Sanitation-Section R306 will be of good quality,free from faults and defects for a period CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-hed EACH LAP Toilet Beth and Shower Spaces-Sedan R307 of one year from the data of the final Certificate of Occupancy. F 12 (SEE NOTE 2) 4 The Engineer shall not be responsible for the construction means, Glazing-Section R308 E 4 (SEE NOTE 4) CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-Ibd EACH LAP methods,techniques, sequencesne procedures,amok,an safely GABLE ENDWALL RAKE AND RAKE TRUSS Gamgee end Carports-Sac[lon R309 COLLAR THE TO RAFTER (FACE-NAILED) 6-Bd PER TIE Emergency Escape and Rescue Openings-Sectlon R310 Precautions end programa to contractoction with the work,and t F Exits-Section R311 shell not be rasponsi6le(or the cenfrecfars(allure to tarty out BLOCKING TO RAFTER (TOE-NAILED) 2-Bd EACH END Exits-Landings-Sectionecti8311 the work In accordance with the construction documents The E " NAIL SPACING AT PANEL EDGES (IN.) Engineer shall not be responsible for the ads or omissions by F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Ramps-Section R313 the contractor. No changes shall be made In the documents RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END StaHandrays-Section R314 and/or the building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Guards-Section R R315 the WALL FRAMING consent o(rac Engineer. 910E OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. °• GuaNs-Section R316 5 The contractor and all subcontractors shell maintain continuous Smoke Alarms-Section R317 TOP PLATE TO TOP PLATE (FACE-NAILED) Z-Ibd (SEE NOTE IJ PER FOOT Insurance coverage including general statutory policies(Worker 2. TABULATED 12 INCH O.G. NAIL SPACING A85UME5 SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING •, Foam P Spread R316 Compensation,that 6 mil etca and general a liability ia try In an mount not Simpson Strong-Tie TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4-16d JOINTS - EACH 610E Flame Spread and Smoke-Section R319 MEMBERS WITH INCHES . FOR FRAMING MEMBERS WITH 0.42(Gi0.49, THE NAIL SPACINGS SHALL BE •e Insulation-Section R320 leas that$5 million than automobile lihe En Intl damage REDUCED 70 6 INGHEs O.G. MT530 OR MT5I2 STUD TO STUD (FACE-NAILED) 2-Ibd 24" O.C. Dwelling Unit Seperotlon-Section R321 coverage rid leas than$2 million The Engineer shall be ° Moisture Vapor Retarders-Section R322 a named Insured on any and all Policies. ,d P 6 Provide 0.025"aluminum tensile shields over fibrous 3. TABULATED b INCH O.O. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING AT EACH ROOF RAFTER HEADER TO HEADER (FACE-NAILED) led 16" O.C. ALONG EDGED Protection Against Decay-Section R323 insulation at all perimeter sills. MEMBERS WITH G)0.4e. FOR FRAMING MEMBERS WITH 0.42MCO.4% THE NAIL SPACINGS SHALL BE USE 8-16d NAILS AT Protedlon Agalnet Termites-Section R324 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 7.Ali wood In contact with concrete or masonry to be Womanized REDUCED TO a INCHES O.G. EACH END Accessibility-Section R326 or pressure creosoted z 3-16d PER 2x6 STUD Flood Resistant Construction-Sectlon R327 B.A single station smoke detector alarm device shell be installed 4. TABULATED 4 INCH O.O. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING In each bedroom,on all floors and shall be all Interconnected per code MEMBERS WITH G70.49. FOR FRAMING MEMBERS WITH 0.42SGI0.4% THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER w' 4-16.1 PER 2x5 STUD 9.All bathrooms without operable windows to he mechanically ventilated Foundations-Chapter4 REDUCED TO 3 INCHES O.G. tr BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE I,D PER FOOT Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds asper New w Yorkto State Code 10 as fined to provide 70 degrees F with outdoor CONNECTION per square foal Contractor to consult Engineer if different soil materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH wind FLOOR FRAMING or teat hole,for alternative footing and foundation wall design 11.All electrical work to be in accordance to the rules and JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOISTreguesons of the N Y B F U and a N.Y.B,F U. caNficate Is Simpson Strong-Tie Foundation Notes: to be presented to the Owner at the completion of the lob. MTS12 - Jr." O.C, '/"Anchor Botts(5876 28)See chert on this sheet far spacing BRIDGING TO JOIST (TOE-NAILED) 2-5d EACH END 12.Plumbing Installation to comply with State and Local conte 8"poured concrete foundation well,e'0"high,3000#test d system to meet Health Department standards USE 4-ed NAILS BLOCKING TO JOIST (TOE-NAILED) 2-15d EACH END Minimum depth-Section 403 1.4 48"minimum coverage to top of footing and itis sewage AT EACH STUD 16"x B"poured concrete wall footings, 30011#test 13 Do not scala drCawinocom l drawings. Use figure dimensions only. 14 All work to conform to the rules and regulations of the New York BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK 2-1 u e 11 7/8" to floor s Girder(or x41 x 11 7/8"Power Beam) Is 4"poured concrete boor Blah with 6x6x#10 mesh and vapor harrier Energy Conservation Construction Coda. All glazed area to be double Is LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST Damp proofing at exterior foundation below grade-Section R406 glazed and all exterior doors to have Insulated cores. ° 30"x 30"x 12"deep poured concrete column foosngs,3000#lest 15.The Insulation protection as indicated on these plans exceeds J015T ON LEDGER TO BEAM (TOE-NAILED) 3-ed PER J015? the Coda's minimum standards. yis beck and porch footings as noted,3000#lest,46"minimum burned depth L , Foundation wall to emend a minimum of 8"above finished grade i6.These drewmge end specifications the Engineer neere instruments of service and 0 BAND JOIST TO JOIST (END-NAILED) 3-Ibd PER JOIST All footings to be carded dawn to undisturbed soil shall remain the properly ei the Engineer whether the project far - a o BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-166 (SEE NOTE 1) PER FOOT No footing shall be set higher than a 30 degree angle from any other footing which they are meis executed or not. They men not he used 0 Pour no concrete on frozen ground or In freezing weather on any other project t except by written autharizallon of the Engineer • ' ROOF SHEATHING Provide 3%"steel tally columna 17 The engineer has not been retained for site supervision, on-site I• . Inspections and certifications as required or requested by the owner, Backfill shall not o placed ,or the well until the well has sufficient strength and hes been contractor or local building department. STRUCTURAL PANELS ad (SEE TABLE 3.8) anchored to the floor shove,or has been sufficiently braced to prevent damage I UPLIFT-CONTINUOUS PATH CONNECTORS DIAGONAL BOARD SHEATHING by the backfill(Section R404.1.7) .° I"x6° OR I"x8° 2-Bd PER SUPPORT Floors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS 0° Floor framing shall be nailed In accordance with Table 3 1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND ".10" OR WIDER 3-Bd PER SUPPORT Draffslopping-Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT °° s Fireblocking-Section R502 13 CONSTRUCTION CATALOG C-HW02 U CEILING SHEATHING Floor Construction: °° GYPSUM WALLBOARD 6d COOLERS T' EDGE / 10" FIELD %"OSB ANCHOR WITH B IN FOUNDATION USE: LTP4 - I6" O.0 p ySee Foundation Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION 0 WALL SHEATHING Floor n per Foundation and Floor Piens,spacing as noted NOTES FOR SPACING AT EXTERIOR , µy Fasten CA Tablewith WFCM �• PERIMITER AND r• Slm eon Stron ifs n STRUCTURAL PANELS Bel (SEE TABLE 3.9) 2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE. GARAGE/HOUSE T g Finish floors per agreement MSTA36 - I6° O,G. LND GA O C AT EXTERIOR PERIMETER COMMON WALL FIREBOARD PANELS AND GARAGE/HOUSE COMMON WALL I USE 4-8dEACH NAILS Wall Conraining and Prascriptive Method USE 4 Btl NAILS AT EACH END USE 4-86 NAILS I AT EACH STUD -4 1/I6" bd 3" EDGE / 6" FIELD Wall framing and finishing shall Ibe nailed and or screwed In accordance with AT EACH END � LL Table 31 WFCM GARAGE STUD TO GARAGE SILL PLATE USE z LL Overhangs as HARDBOARD BOARD 5d GB060LER5 TfrSEE FABLE 3I9)D Alluminu tauttrs ends leaders MTSJ12156700 UD CON ENO FLOOR TO FLOOR CONNECTIONS EDGE / 6' FIELD 1x6 Pine fascia SSP CONNECTOR AT 16 GYPSUM EDG RIM tills USE48dNAILSATEACH SILL PLATE TO RIM JOIST AND o Aluminum gulls d) r Sltling:See Elevations CONNECTION USE. RIM JOIST TO STUD CONNECTION PARTICLEBOARD PANELS ad (SEE TABLE 3.9) Tyvek housewrap USE 4 Bid NAILS AT EACH END 'G' OSB sheathing,see fastening schedule,Table 3.1 WFCM DIAGONAL BOARD -SHEATHING 2x4 Studs @ 16"o.c.with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: Q '/."Gypsum wall board MSTA 36, 16"O.C. X 0 "x6" OR "xb" 2-Scl I PER SUPPORT 5/8"Type%GWB in garage USE 4 Bd NAILS AT EACH END +D A'MR GWB In wet areae FOR CANTILEVER CONDITION USE MTS12, 16"O,C 1/2" SPACING BLOCKING AT 00 W I"xl0" OR WIDER 3-ed PER SUPPORT At least one window In each sleeping room shall comply with the exit requirements of section R310 -� `... Z USE 4 Btl NAILS AT EACH END ALLOWS oJ5WZNR , 24" O.C. ALLOWS /'- FLOOR SHEATHING Note drilling and notching limitations In figure R602.8(1)for bearing wells '' 1 N and figure R602 6(2)for non-hearing walls. RAFTER TO STUD CONNECTION USE' HOLPDOWN HOLDDOWN LU tp 6TRUCTURAL PANELS Follow exterior corner framing detail figure R602.10.5 MTS 12,EACH ROOF RAFTER INSTALLATION SIDEINSTALLATION I" OR LESS ad 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method USE 8 16d NAILS AT EACH END {L S Asphalt strip shingles shall have a minimum of six(B)fasteners per shingle(section R905.6) RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Stron -TIS GREATER THAN I" IOd 6" EDGE / 6" FIELD Undedaymant application(Section R905.2.7) p g ENDWALLo U_ CS20 USE B-Bd NAILS IN EACH END LJ-! For roof elopes of two(2)unite vBSlwl In twelve(12)unite horizontal(17-percent elope), MT5I2 DIAGONAL BOARD SHEATHING u to four 4 units vertical in twellve 12 units horizontal 33- erten!slo e,underh men( AT ROOF RAFTER HOLDDOWN P O O ( P P ) y AT EACH STUD o shall be two(2)layers applied In¢he following manner Apply a 19-Inch(463 mm)strip ofTION (PHD5) ° CORNER 1"x6" OR like" 2-ed PER SUPPORT undedayment felt parallel with and starting stifle eaves,fastened sufficiently to hold in place P6S44A FOR EACH POS)USE 14EC6d NAILS ° CONNEC "xl0" OR WIDER 3-Bd PER SUPPORT Starting at the save, apply 364nch-wide(914 mm)sheets of undedayment,overlapping O ERr successive shoals 19 inches(483 mm),and fastened sufficiently[c hold In place. DECK POST TO GIRDER CONNECTION USE TRANSFEForroofslopes oftour(4)units vertical in fwalve(12)units PC44 FOR EACH POST 2-16dCOMMONL NAILING REO'JIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" OWCENTER AT THE PANEL EDGE IF WALL SHEATHING 15 NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, B ° HGLDDONAL5 AT IO" � G ^ O�! ;ti kSHALL BE USED TO MAINTAIN THE LOAD PATH. Ice Protection(Section R 905 2.7 1) GIRDER TO DECK JOIST CONNECTION USE (PHD5)Underlaymenl In High wind(Section R 905.2 7 2) MTS12 @ EACH JOIST 2. WHEN WALL SHEATHING le CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT Flashing(Sectlon R 905.2.8) _2-166 60GORNERSTt)DChimneys and Firespaces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE' NAILS ATCONNECTEDTOEnergy Efficiency-Chapter 11, see attached report MTS12 @ EACH JOIST ° TRANSFER SHEAR Mechanlcal-Chapter 12 General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE �'q.,r,("7�L �yN , Heating and Cooling Equipment-Chapter 14 2-AC4 -USE 14- E NAILS ' � ! (TABLE 3.2AWFCM HIGH WIND EDITION) Exhaust Systems-Chapter 15 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL t SWEAR LOADS Duct Systems-Chapter l6 PORCH POST TO GIRDER USE:2-AC4 Combustion Air-Chapter 17 -- FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 181 USE 14-t6d NAILS JEFFREY T. BLLTLER, P.E. ANCHOR BOLT CONNECTION Plumbing-PadV11 FLOOR TO FLOOR CONNECTIONS- MTS USE 12 AT EACH ROOF RAFTER STORY 46 EDGE DISTANCE HOLD DOWN BRACKETS AT SHEAR WALL CORNERS SILL PLATE FOUNDATION CANTILEVER CONDITION ' (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 BP r � 3 STORIES 15 AND WINDOW AND DOOR OPENINGS UJ .WALL BOTTOM PLATE TO FOUNDATION -2 STORIES 3 IS (WFCM FIGURE 3.�a t 4,1b) W Z Q n (SLAB-ON-GRADE) 6 36 Stepson Strong-Tie (WFCM NOTE z MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL 4„ U210 2X6 � m A AT EACH RAFTER Q w U) d Simpson Strong-Tie let Q 4-IOd x I/2" U� (TABLE 3.9 WFCM HIGH WIND EDITION) N WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AT EACH POST NOTE: J til ATTACH LEDGER TO FRAMING MEMBER RIDGE TENSION STRAP (120 MPH 3-SECOND GUST . 100 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2.1.3ll SEE PLAN WITH 2-V2" X 5" LAG BOLTS AT 16" CS2o USE 5-5d NAILS Q ON CENTER IN EACH END AT L Q SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING EACH ROOF RAFTER 1- Z (SEE NOTE U fINCHES, O.C.) OR PANEL SIDING FOR ed COMMON NAILS ° s Q 111 0 (SEE NOTE 3) (INCHES, O.C.) 9j da N_ O 4' EDGE ZONE 16 E 6 ° V • U210 2X6 Slorpsor !tong-Tie Q �" F 12 (SEE NOTE 2) c E 6 SpATOE6AH G2EILING JOIST RAFTER INTERIOR ZONE 16 �/" t F 2 ^ d E = NAIL SPACING AT PANEL EDGES (IN-) F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INJ r , A 2" MINIMUM A Simpson Strong-Tie i. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNER5, THE 4 FOOT EDGE ZONE ATTACHMENT SIDECOYER a ', U210 2X6 RFOU1REMENTS SHALL BE USED. •6+ AT EACH DECK/PORCH J015T RIDGE BEAR Simpsron Strong-Tie I = 4-I0d x I/2" 2. TASULATED '2 INCH O.G. NAIL SPACING A5&JME5 SHEATHING ATTACHED TO STUD FRAMING PB5414 Simpson Stron Tle ME-15 S, WITH Ca20.49. FOR FRAMING MEMBERS WITH 0.4ZSG$0.49, THE NAIL SPACINGS SHALL AT EACH POST FOOTING ' g- 1 BE REDUCED TO b iNGHES O.C. SSTB28 WITH BP TYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL r 3W FOR EXTERIOR PANEL 5ONG, GALVANIZED BOX NAILS 5IALL BE PERMITTED TO BE SU05'TITUTED PORCH COLUMN CONNECTIONS ANCHOR BOLT DETAIL. LEDGER CONNECTIONS I FOR COMMON NAILS. DESI(SN CRITERIA *THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET), WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD GROUND SEISMIC FROST USE/ SNOW SPEED EXPOSURE DESIGN LINE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF LOAD (MPH( CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY ?EMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION MODERATE SLIGHT TO II YES FROM 1998 40 of 20 er PERIMITER EDGE ZONE = 33.2 pef EDGE ZONE • 25.6 pe! R 3 25,0„ FIRST FLOOR - 2116 SQ.FT. TYPE v 45 per 120 B 0 SEVERE 48" TO HEAVY MODERATE FIRM MBP$ 'o p INTERIOR ZONE 26.6 pef INTERIOR ZONE • 18.9 par SECOND FLOOR • 815 SQ.FT. THE GUILFORD CUPOLA (VINYL) BY THE COUNTRY GENTLEMAN TRADING COMPANY INC, TABLE 8301.4 fWWW.COUNTRYCUPOLAS COM) MINIMUM UNIFORMLY DISTRIBUTED LOADS IPSU USE LIVE LOAD ® EXTERIOR BALCONIES 60 DECKS 40 E GES — - - - - - ❑ - - _-- SLEEPING ROOMS V GARAGES 50 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ~ - - - - -c- - - - ROOMS OTHER THAN 40 - - - >ASPHALT ROOF SHINGLES Iy - ----- -- SLEEPING ROOMS 30 STAIRS 40 iu GUARDRAIL$ AND HANDRAILS 200 -- - - '- - - - _ - --" '-- -- -- "- - - - --- - - -__ SEE DETAIL SHEET FOR I HIGH WIND CONNECTION w O REQUIREMENTS O O -- -- --- - OPENING PROTECTION BY le O WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE _ - - FASTENING SCHEDULE ON DETAIL $HEFT IN THIS SET -- ---r CEDAR IMPRESSIONS - - - - ® ® 0 _ o -- Ui m M FRONT ELEVATION ° O.H.D. r r u-i m � m J( X z LL � °ma . _ F� O W m — — — _ LU m ly LL LU LULU ENGINEER: AADDITIONAL SPECIFICATIONS: cjF NE I. Existing house to be demolished and removed from the site. Contractor Is responsible ror all exletlng utll0.iss and abandonment V - - - - _ _ - - _ - _ - CO_ of existing sanitary system per SCDHS speclficatlons. --- _ - - -- - _ - - :._ '-_ - "- ' .- - .--_ - -_ - --- - — _ - - - - - .--- 2. Provide Glopey wlndcode garage doors with Impact windows. '-S. Provlde Andersen 400 series windows, door. and screams ae shown on plans and In window schedule. 4. Provide Cartaln Teed vinyl gilding - Cedar Impressions T5" Perfection. 5. Provide two (2U exterior lights at garage. One ( ) extxior Ilght at - 2N�O _ -. -- - .. _ .- -_ ,. _-. _ _ _- -__ __ _ _ fir front door- One (1) exterior light at bide door. Four (4) rear exterior AR�FESSIONP�' Ilghte and two f2) motion sensor flood light.. _ - _ _ _ _ _ -- __ - _ _ -__ - - - - 6. Provide meeorry front stoop and steps to grade per code with - - - _ - - - - - - -_ - _ - ___ - - - - - - - - - - - __ ___ _- _ - - - - - JEFFREY SUTLER, P.E. se bluaetoneflnish. T. Provide two (2) out.lde water splgote. Locatlone to be determined. 5. All decking In rear to be Trex Decking. Style to be detemin red. - - - - -- - - - - W m S. All IMerior walls and cellinge to be primed and have two (2) coat. or Benjamin Moore Paint. Colors to be determined. - 10. Provide radiant heat In kitchen, ramlly room, living room, and foyer. _ - - - -- - - _ _ _- - -_ _- - - _ - _- _ -- ._- - - - _ - y 11. Baseboard hest In all other rooms. - _ _ _ _ _ _ _ _ _ _ _ __-- _ - - --- _ - a 12. Provide one gee fireplace manufacturer and style to be determined - - - - - - -- _ _ - _ _ In - - - B. Provide 250 gallon underground propene tank for ftreplace. - -- - - - - -- - - - - - -- - - - - -- --- - - - - - -_ - N UG kitchen, and laundry. - - - - - ---- - - - _ - O 14. Provide 2- 215 gallon oll tanks In basement. `O 15. Provide 10 gallon Bock oll fired water heater model 011E. - - _ - _ - - _ - - --_ _ - - - - - - ___ __ -___ _----- --- _--- -- - Lu '� Z I6. Provide flooring as shown on flooring plan. Oak floors to be - - - - - --- -- -- -- - -- -- --- - -- - - -- - - _ - -- - - _ - - _--- --- _ a( n Factory pre-finished. The ricer. to be determined - - - -- -- - - _ -_ - - - -_--- _-- - - _ _ - - - __ -_ - - _- - - - - _ - O 11. T11e In shower Brea and bathtub area to be determined. - - - -- - - - - -_ - - _ _ _ _ _ __ _-- - - - - - - -- -_ - -_- - _ - - --- -- - _ - - -- (Y O Ie. Provide central air conditioning system. a w 0 19. Cupola as shown on elevation to be The Guilford Cupola (vinyU by The Country Gentleman Trading Company, Inc. Q W (www.countrgcupolab.com) 20. Provide architectural roofing minimum 40 year warranty. 21. In all rooms provide palntable 14D 263 babe moulding and W �[ F 14M Be casing by Riverhead Building Supply. O Q tU 22. ThermeUue 3068 From door - colonial (no glebe) with O L custom CT above and half glass eldelltee with grilles. O s 23. Eight foot (87 high wood French doors In master bedroom v In o and media room. See floor plan. w 24. Gerd style door. on Master Bedroom closet6 and dressing O area. See floor plan. U 25. All Interior door, mot otherwise apecifiad to be eight foot (87 high CraftMa.ter, cremona smooth, factory preflniehed with We (2) coats or Benjamin Moore .ami-globe whits paint. 26, Provide two (2) wall sconces on dimmer switches In the r' Living room, Family room, Foyer, Media room and each bedroom. / Provide one (U wall sconce In each master bedroom closet. RICHT ELEVATION ' I' 21. Provide heat rent and steam shower In Master Bath. P ACBE I of ro SEE DETAIL SHEET FOR HIGH WIND CONNECTION THE GUILFORD CUPOLA (VINYL) REOWREMENTS BY THE COUNTRY GENTLEMAN TRADING COMPANY, INO. Z lWWW.COUNTRrCUPOLAS.COMJ ® _ --_ OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609 4, SEE - - -- - -- - - -- - - -- - --- ---- ----- - -__ _ —__ __ _ FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET u CEDAR IMPRESSIONS - - -- - __--_ __ "- __ - -__ —. . A - — __ - .- _ -- - - U eeel z y FTI � O - _ U —_ _— m REAR ELEVATION m O Q m N r In � a r x Z u- 6 caQ 0 1— O � m lu allo N LL- 1111 M LL- Lu tu - _ ENGINEER: Ot NE T. n W �FfSS10NP - - - - - - - - - - - --_ - JEFFREY T. BUTLER, P.E. L t -- o LLJ LLJ - s — — — Y IL IY h\ O � O Q -- - - cr ulY O o W z O - - - - - - - - - - - - - - -- _ Z 00 � 00 �� n LU Q Y: TL s DECK OMITTED - - - - _ _ -- - - -- -- - - - __ _ _ O q N O O -- -- FROM VIEW - - - - - - CC in O v F: F 2 w O ^ n LEFT ELEVATION (ALT 2) }SAGE : 2 of 3' 0" b' 8" 3' W J I' gr' 20'8" LI ----------------------------------------------------------------- 24' a rc o u � w = a m J z • r • I • I �, I ♦I • • • I O Q _ %24' P.O PIER r _____ ___, ' r______ _____________ ___ TO _ •• U SOL III " CCA REED `--- 501E wr 6'TO' CCA POST, A ; 16" X B" P C. ' • m _ xb' q PIER (TYR) PILASTER, TYP. '� z SEE DETAILS I ' I • O • > ,?, 0 BEAMI POCKET I GROUT 50LID BEAM POCKET ♦ y 0 GROUT SOLID I i • Ge I b 14 0 r _____________� LINE�OF PORCH A�O __�____ .____I I_____ _ EF- 10 CC d GIRDER- -]XIO CG4 GIRDS -2X10 GC4 GIRDER'—' 3-4X10 CCA GIRDER N — U i 1 V O i I • I m I I v_ 1 1'4" v c b" u m y 4r, S,4� 6" gr �" qr W" • 11 e 41x ••� GIRDER �L- - - ,-�• -- • I • I LAGS•16" O.¢. STAGGEj2EG___ � ' --- ---i `- 4 _ ]XIO GCA LEGGER„BOLT W/ I/2 "_"_"- LAG 1---____ 3-I 3/d XII VB" LVL_ _ _ 3-I 3/_4" X (I l/B" LVL • e 3-I 3/4' XII R _ _ • • II I GIRDER - GIRDER m ______________••__�_ •'p •_ w ♦ -- BEAM POCKET •---- BEAM POCKET • BEAM POCKET , GROUT SOLID GROUT SCUD GROUT SOLID k " P.O, : ' " ILASTER, TYP. I ♦ m J I � N I • PI V m I EXCAVATED CELLAR O � • FURNACE l_9 ELEVATE UNIT m a" 111 SLAB H, = 18" MIN ABO/E 0 _ GARAGESLABm 15/8" FG GLIB _ OVER FURNACE r j PER CODE = V Kl Lu )B \ rL I ' 1J— I I i N I ♦ r I BEAM POCKET I I M I I I I r ` GROUT SOLID ! , - Lu - _______ _________________________ ______"_______ _____________________________ _ __ _ O = Y N m _ } Z LL cn J ; I ; �I 7'0" 7' 8" y' 0" 'T 3" 41r H, l" I I'b" = O Ln LIA _ EXCAVATED GARAGE ; • ! ~ a �' Ii_ 64L - 2 5/a=1LT/ vL 2-I 3/a" x i/Bv6 IO —: LL AVIV _x 111 = CO DER GIRDER rI GIRDER 'iGIRER/B4" P,C. SLAB o W d Q 1 ♦•• ---- I3 I/""' STEECO Q __ 6 ON 4 POROUS FILL BE M POCKET ITCH TO O.H D 0 0 x30" X 12 POUREDGR UT SOLD `•• ; r• i L1(I��L CONCRETE FOOTING ' /- uj nl rTYPlc4u W IN 4' STEEL COLUMN WITH 1/2" x v_ ~ -' " TOP AND BOTTOM PLATE BEAM POCKET^ ON 48 x 40" X 12' POURED GROUT SOLID CONCRETE FOOTING ' '• E - - - - - - - - - - - - - - - - - - NEGy m LI W 10x45 z � ♦ 'tP�FQPEV T.BBT y�9 u > wo ' a o - Q vl a - w 1 m W � Iv '¢ ILLA r l rc I 0 = ° ROfESS10NP� . 0 3 It JEFFREY T. BUTLER, P.E. I I I 1 3 m N z I 9 r W i 6, 1 , v - •' r I II '. I v• •� _ "_" PI END _O GAR FL. LEVEL 1__________i _ ------------e .__________________________ O `v •-----_-_"---- ------------------ ---' DROP FND. TO GAR FL. LEVB_ I Z ♦ ♦ 4 LLI O m ' I i I I I ' I __ __________ _____ ________ ____ I a 4 — f- O v •. • .e II ve • 4 - ll e I • ___________________,� 4 PROVIDE FROST WALL 45 REQUIRED Z ♦U O 4U.1d On v Z OPO I H O I PROVIDE ANCHOR BOLTS 4T EACH CORNER ' 51MP50N PH05 (TYP'DAL - SEE 01SHEETS (3 Q f SEE SCLFDULE ON DETAIL 5LIEE FOR ADD'TIONA_ ANC-OR BOL 9'4r'T SPACING „' W H - LU W f2 1' . Ir 7rr lr yr 1 Q H,4" ' i' U VERIFY M O. VERIFY H.O U) Y � N O o 0 17' J" 91 ," 8" 4'4" 1„ b" 12'2" d' ul n .o 0 m 0 - f a fr SEE DETAIL SHEET FOR w HIGH WIND CONNECTION a U REQUIREMENTS FOUNDATION PLAN " OPENING PROTECTION BY SMOKE DETECTOR WOOD STRUCTURAL PANEL5 INTERCONNECT PER CODE PERSUANT TO I&OS 1.4, SEE a CARBON MONOXIDE DETECTOR FASTENING ET IN TLIS4EDULE E ONE PER FLOOR - DETAIL SHEET IN THIS SET PAGE : 3 of 4" VTR _______ I I V LAV UB/ SHOWER SHOWER SNK MAIN FLOOR Wu �77 W. 2' 3.. 2 11 2 2.. 2" W W 31 0" 6' H•1 3' 0.1 21' S" 20'8" w � W 3'4" 314.1 6' 2" 51 81, ,l 8, 4' ,�� 31 1011 61611 61611 3• I HII .--- FA1 Wm u W co z � a z x Q u i -- i c.o, c.o. 3 u STEP TO AN APPROVED a CUtiT 1M Cl' _ _ _ 4 54NITARY SEPTIC SYSTEM ,jj 3 [ P — IMI trtill }� 'ZiH '061 — — FW H IIn1I p Q 2-2x10 HDR. CAST 2-2x10 HDR. 2-2x10 HDR. HOUSE IRON > 0 tt m O e PLUMBING RISER DIAGRAM (NTS) r CUSTOM 16 TRAN50M , ~ � !2x10 RR pgMILY /• 216 x10 RR 10" IA HB ! G FIBERGLASS " 16 0� ROOM II'O' HGT. 0� 'v 6 , FWH 60611 o STEP C4G. Y� 3-I 3/4" k II l/B' LVL HDR, n a2x10 RR 2x10 RR COVERED PCRCH 2xIO C.J• 6" O.0 m \ •� 5/4 x TREk DECKING X11 / TRB 016 vsT M cT. Ta 016 \ °o \ WI TW316' FW 60611 TA30h, I \ WI m w 'rl 3-2X10 HDR \ 7 141011 KITCHEN o n V x• I I I'O" D-G. HGT _ u —UL APPROED FLUE FROM BELOW " � W oC\ s - x o r v V V ` LIVING ROOMILI \ U y "O" Cl-G, HGT. '^I \ I •� I Z O J 111 MASTER BEDR@OM a V u \ 441 Q w PRE-FAZERO CLEARENCE PRE-PAS, 9'O" CLG. HGT. GAS BURNING FIREPLACE 16'0" I } Q WITH 20" HEARTH PER CODE I o LL Q 211) PROVIDE FRESH INH{ AIR INTAKE AND GLASS ` I r iff J DOORS PER CODE VERIFY SIZE. pp•• 1 c m Q DESK WALIT I = O 0 PANTRY _________ OVE _I________________ }— p lil BEARING WALL I a o SRR = ° x —� U _ — _ — _—_ — _ 2x12 RIDGE _ — _— _ _ 7 _ w.c. tL O p I � • 16" o.c �� µv � P�ri� o 11� D a POST HIP \ \ P05T HIP 2-20 CAFE BREAK IN CEILING HGT, BATH v/F_F m ( o BEDROOM • 1 u- STTLE FR_AME_WA_LL ABOVE TO R.R. /y'yJ F. I III — 2-2x10 C.J SO" CLLGG, HGT. 14 I W 5' 8" 41 6,1 6" 011 y11 0.. _ n^ I 90CLG PGT 2x10 C. l6" O . c ~ I EN ER W � J / � 10 R • I " ____ •2x610 C.J. :- ON KNEE WALL W. .c. 1 l `u �pf NfHr o N I ,`Q��FPEVT.a�Ti�'p9 _I 32x10 uMEDIA ROOM j� - LINE OF B4LCONY ABOVE 9'O" CLG HGT. / I pp• p{^ 1 ' � o CLO- 0 1 o n W 6 WALL FOYER / CLO. _ 3151, 31311 WIMMNWW y CUSTOM SHOWER - p OPEN TO ABOVE o OENT TO I w D uI \ rc _ �phy PCO o I xT 0 R 3' 10" 3' 5" 3'3 1 �f�$SION J /I w J I a - JEFFREY T. BUTLER, P.E. a BEDROOM " 2 I = w K LASS WALLPR�VIDE FLOOR ` w _ O O a 9'O" DLG MGT, P s DRAIN FRAME WAL\tl= y O TO ROOF Z Q C) \� 12' 2' Q "u _ O n N — .a.. > PDR RM, V o s\' 2-1 3,4 x 11 F LVL FwsH MASTER BATH Di _ _ _ _ _ _ _ _ /2x10 RR LINE OGABLE ABOVE _ w 9b" CIUC PGT •• aW NNoWI " 0 1d pHDR, sl W LL Be u lLlS O U aU } u I OUST MCT �' 9'O" WALL • 2-2x10 PDR /2x10 RR o1) 2x10 Z W C LN. = W C. X ``106Bao 8-1068 .' M1I 4C3M1 U\'\I — — — — — — — — _ a l� n n lb" O.0 Z Q H O ry O o � TW3U1'-. 2-2x10 HDR. — o O O - - -- T 3052.2 Q U (KQr — — — TN� L 4Je — _ — _ _ —`J- _ _ _ J O" DIA HSI G 0Lu } FIBFRGLA66 TEPS TOG dDE ROVIDE RAI If,l Q h COLUMN P FRAME 2x4 RCP 0 �[ V V TO MATCH C RAD O .Q N O 416„ 8. ,11 4• �,� 416.1 61 ,1 71,111 61311 6131• 6' V 611" 1T 4" li'0" I_T 6" 12' ?" d r E z O u „ SEE DETAIL SHEET FOR HIGH WIND CONNECTION MA50NART STOOP REOUIREMENT6 AND STEPS WITH FIRST FLOOR PLAN SLUE5TONF FINISH OPENING PROTECTION BY WOOD STRUCTURAL PANELS LIVING AREA = 2530 SQ, FT. PERSUANT TO 1609.1.4, SEE PAGE ; FASTENING SCHEDULE ON SMOKE DETECTOR DETAIL SHEET IN THIS SET INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR of ro ONE PER FLOOR 2'x2' STAT AWNING WINDOW E DOOR SCHEDULE: VERIFY ALL ROUGH OPENINGS WITH ANDERSEN WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI AND TO HAVE A U VALUE OF .34 PRODUCT CODE SIZE /H X WJ SHUTTER SIZE TYPE COUNT COMMENTS 0335 3' S 5/e" X 6' O 3/8" 4' 0" X 6' 6" WINDOW I TW2446 4' B 1/8" x 2' 5 5/8" 5' 6" x 3' O" WINDOW 2 TW2452 5' 4 l/B" x 2' 5 5/8" 6' 6" u 3' O" WINDOW 2 TW2462-2 6' 4 1/8" x 4' II 5/16" l' all . 5 6" WINDOW I TW3052 5' 4 7/8" x 3' 1 5/e" 6' 6" x 3' 6" WINDOW 5 MEETS EGRESS REQUIREMENTS PER NYS CODE TW3052-2 5' 4 l/B" x 6' 3 5/16" 6' 6" x 6' 9" WINDOW 2 MEET$ EGRE65 REQUIREMENTS BOTTOM OF C.J, s 9'O° OTTOM OF C.J. a II'O° PER NY5 CODE m z 0 CUSTOM CT 3'6" x 6' 6" WINDOW 4 W \ ATTIC 24X36 OVAL 3' O" x 2' O" 4' 0 " x 2' 1" WINDOW 1 K 1068 110" x 6'B" I'6" x Y6" WINDOW 2 r\ TR2416 3'4" x 2'4" WINDOW 2 O ' II LL x 6'B' EXTERNAL 3' O' 6B" 3' DOOR MEETS EGRESS REQUIREMENTS U PER NTS CODE 30' x 6'B' EXTERNA 34" u 6' IO" \ ATTIC 2-2X10 R.R 2x4 POST � 2'6" 2' 6" x 6'B" O" x 6' 10" In MEETS EGRESS REQUIREMENTS DOOR 2 PER NYS CODE m u0 FWH 50611 50 s 6'8" 54" a 6' 10" DOOR 3 MEETS EGRESS REQUIREMENTS i m y PER NYE CODE a \F ' FWH 60611 MEETS EGRESS REQUIREMENTS n T = 2XIO RIDGE _ \ ^ ° 6 0"' x 6'B" 6'4" x 6' 10" DOOR 2 __ _ s PER NYS CODE ~ ry IV O I \ \ O TW3046-2 6' 4 1/B" x 4' B 7/8" 6' 6" x 5 6" WINDOW 2 1-U"X 2-2-2XIO Ill p \ O U BALCONY = O u J \ O E o Ix 2X I0 R.R. c 16" O G. r m I r I m i Lu 1 r 2-2X10 R.R. I I \ L } a o �`+o I '\ COVERED PORCH FAMILY f;2001-1 rte- x z u- m y� ��a I CER MIG TI E O r o+l �E? I ATTIC --- - m o 0 2X10 RIDG I �— O IU Ih rc ° y x _to -2x4 P I \ LuLL N 2-1Y 100 R L I = w LIVING ROOM • • 2'x2' STAT OAK 2'x2' TAT AWNING MASTER BEDROOM KITCHEN ENGINEER: AWNING OAK O GE�iR MTGT LE "pF NE�y y �,r\Q FpEYT.BpT�Q'9 ATTIC PLAN - ---------------------------- * 9 SMOKE DETECTOR y W INTERCONNECT PER CODE 0 ® n y2 e CARBON MONOXIDE DETECTOR BATH BEDROOM • I �OA'90 ONE PER FLOOR RAMTTILE fF$SION OAK JEFFREY T. TLER, P.E. n m W,I G. W.I.G. Lulo r MEDIA ROOM Zo' OAK W O FOYER o n \ W Q m n / \ ir UU } O W z o BEDROOM " 2 z p Y �. LIGHT 4 VENTILATION SCHEDULE: OAK Z o u °o MASTER Q Qf O FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION BATH U (k (5 Q s ROOM PROVIDED REQUIRED PROVIDED REQUIRED OPENING PROTECTION BY RR3101.1 Mmmim opaning area All emergency escape emd reecua O W 0 FT./ lSQ.FT 1 150 F1, 150 FT; lSOET ) WOOD STRUOTURAL PANELS opanrags shall have a minimum 'at clear opaning or 5.1 aqua-e Feet (0.530 CERAMIC TILE PDR. c) I y W Q 1-2FIRST FLOOR PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON O ERAMI� Q Q N o DETAIL SHEET IN THIS SET EXCEPTION. Grade floor openings shall hove a minlmum net clear TILE d F y square fast /0465 m21. 01 O � IftN O rvq AMILT RM/LIVING RM/ 39 open ng o qu 11 ITCHEN 916 2 68 18.1 36.40 -- 0 O v RR3101.2 Mlnlwm opaning height The minimum net dao- opaning height a L BEDROOM •1 104.9 SEE DETAIL SHEET FOR shell ba 24 mchm <610 mm? 12.03 B4 6.61 42 HIGH WIND CONNECTION REQUIREMENTS Rill Mlnlmum o ldth The minlmum net clear u pemng w opaning width OEDROOM 4 58.9 24.06121 13.34 6.4 shoo be 20 Inches 1508 M) RR310.0 Operational cont lnta Emergency escape and rescue FLOORING PLAN MASTER BEDROOH 384.1 41.9 30'8 23.54 15.3 Openings shall be operational From tha imelde or the room without the use of keys or tools. 10.6 MEDIA ROOM 266.5 24.06 21 3 13.34 PAGE : 5 of ro SHINGLE RIDGE GAPS �IDGE vENT SHINGLE / HAUST AIR FELT PAPER-NOF SHEATHING (TYP.) 14D12 in 14RAFTER RIDGE BEAM ATTIC RIDGE VENT DETAIL X4 OT c 16" O.O. ATTIC R-30 INSULATION -- -- TOP OF PLATE SEE DETAIL SHEET FOR R-30 INbl1LATION V2" GWB HIGH WIND CONNECTION TOP OF PLATE - ® REQUIREMENTS O ® ® N OPENING PROTECTION BY � - WOOD STRUCTURAL PANELS __- PERSUANT TO 1609.1.4, SEE = FASTENING SCHEDULE ON 0 DETAIL SHEET IN THIS SET a J SUBFLOOR _ TOP OF F CEILIOR IMP1 l Innen Innen Innen fnnnn Innen Innen Innen Innen Innen Innen Innen , — - — TOP OF 5UBFLOOR m TOP OF CEILING -- -- ��uV1 VVVV� VVV�1 30 I VUVVI uvuVl VVVV1 VVIIVI VIIVUt V�VYI OVUVI R-30 INSOLATION -- -- TOP OF CEILING t n •h h ill O l - G CELLAR n .h 4" P.C. SLAB TOP OF FOOTING --- --- [ -- '— TOP OF FOOTING �Y 1111,, SECTION B-B (� r Lu m m — X Zu- 0 i - 04 Owe a m lu N o m U 2X4 CT c I6" O C. 12 w -I � w 12 2X12 RIDGE T 2X10 RAFTERS ENGINEER: 1/2" CDX SHEATHING 15• FELT - ATTIC NEeby�o9 ASPHALT ROOF SHINGLES - CONT RIDGE vENT r S Cf W BALCONY R-30 INSULATION = S� v2" Gw0 - - -- TOP OF PLATE SSION JEFFREY T. BUTLER, P.E. -- — TOP OF PLATE 9 � Lu ° m U p a r v2" Gw0 - Z Q �� 2x6 siuDs FOYER LIVING ROOM = W O o g o R-15 INSULATION _ _ a/ IQ" CDX SHEATHINGO OY am IT-TT vEK HOUSEWRAP _ w N I U 0 CEDAR 'MPRESSION5 SIDING m W � O W r z ID N = Z O 3/4" SUBFLOOR Q V O v l! TOP OF SUSFLOOR O 0 0 TOP OF CEILING Q O GRADE • w 2X6 CCA SILL LU Q f I/2' ANCHOR BOLTS ^ .h 3 V Y s BILL SEAL ` TERMITE 5IH ELD 4 ��- O uj Q N O e' coNc FOUNDATION - CELLAR < U a N o 20"XB" GONG, FTG ' DAMPROOP BELOW GRADE • v = � E 4" PC. SLAB —_ _— { '• 4 --I - - TOP OF FOOTING SECTION A-A PAGE : ro of (o