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HomeMy WebLinkAbout31212-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31473 Date: 03/06/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 325 NORTH SEA DR ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 6 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 17, 2005 pursuant to which Building Permit No. 31212-Z dated JUNE 20, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to BRUCE & PATTI YUDELSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0115 02/10/06 ELECTRICAL CERTIFICATE NO. 2068263 02/09/06 PLUMBERS CERTIFICATION DATED 02/16/06 PECONIC PLUMBING Aiz d Si ature ly Rev. 1/81 �� V Form No.6 TOWN OF SOUTHOLD * BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY MAR This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / Date. .3�G�0 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 'J N ° Q l 1 l 5 A P R 's! (, R I F_rL'� House No. Street Hamlet Owner or Owners of Property: 3 P- -t>c L S o N Suffolk County Tax Map No 1000, Section O l b Block o o a 6 Loty o w Subdivision la a S r ur Filed Map. 3 'i'` 4 Lot: �q Perm t No. 3 1 1 a Z Date of Permit., a�ba.y Applicant: L 1 S v G o mS. L . c:,v P P . Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $_ j, d U Applicant 73 D 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT Upon the application of upon premises owned by 5 THREE "C ELEC. INC. BRUCE YUDELSON Dj 21 ZDUNKO LANE 20 STILLWATER AVE. 5 RIVERHEAD, NY 11901, ST. JAMES, NY 11780 5 c�5 _ 5 Located at 325 NORTH SEA DR. ORIENT, NY 11957 Application Number: 2068283 Certificate Number: 2068283 5 Section: 1000 Block: 15 Lot: 06-02 Building Permit: BDC: ns11 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of rrr5 electrical devices and wiring, described below, located in/on the premises at: S Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S 5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of February,2006. 5 5 Name QTY Rate Mhjg Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor I 0 Carbon Monoxide 5 Appliances and Accessories 5 5 Furnace 1 0 Oil 5 5 Dish Washer 1 0 1.2 KW 5 5 Pump Motor 1 0 I H.P. 5 5 Range 1 0 40 Amps 5 5 5 Exhaust Fan 4 0 F.H.P. 5 Hydro Massage Tub(Therapeutic 1 0 5 Air Conditioner 2 0 36.000 BTU 5 Wiring and Devices e 5 Outlet 42 0 Appliance 7 5 Fixture 42 0 Incandescent 5 5 Outlet 94 0 General Purpose 55 Receptacle 49 0 General Purpose Switch 57 0 General Purpose 5 Receptacle 1 0 20 amp Appliance seal 5 Receptacle 1 0 20 amp Laundry „ Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. TO 5 5 5 NN NNN NNNR@1'@PEJ'@rL3FL3PLPfflWE NNNPRE 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C5 CERTIFIES THAT S Upon the application of upon premises owned by c� THREE"C" ELEC. INC. BRUCE YUDELSON rj 21 ZDUNKO LANE 20 STILLWATER AVE. 5 5 RIVERHEAD, NY 11901, ST. JAMES, NY 11780 5 55 ,5 Located at 325 NORTH SEA DR. ORIENT, NY 11957 5 5�r5 5 Application Number: 2068283 Certificate Number: 2068283 5 SSection: 1000 Block: 15 Lot: 06-02 Building Permit: BDC: ns11 e 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of �] C electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor, Attached Garage, Outside,Attic, C55 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 �j promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of February,2006. 5 5 Name OTY Rate Rating Circui[ Type 5 Receptacle 1 0 30 amp Dryer 5 Paddle Fan 3 0 5 Disconnect 2 0 60 amp Air Conditioner 5 5 Receptacle 9 0 GFC1 5 5 service 5 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 5 5 5 5 �5 sea/ �7 5 2 of 2 5 5 5 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 B NrJ'� N NcPNNrJ'�cPNNNNNNNN N N N rJ'' �N N O FFOLI(Ira � z Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 'yf��l 0� Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: RA ✓C-i �a�r Y✓ 6L S vl ( lease print) Plumber: r 2t LSI 1 C, C Itn..M (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signat Sworn to before me this day of /y 20 0 6 Le, C)ALA Notary Public, sa.l d(/e County VIM L.LOPER lid"pebK StSW of New York No.01LO6070081 ' in Suffolk Count' Cammieeloe Expires 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. 31212 Z Date JUNE 20, 2005 Permission is hereby granted to: BRUCE & PATTI YUDELSON 20 STILLWATER RD ST JAMES,NY 11780 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 325 NORTH SEA DR ORIENT County Tax Map No. 473889 Section 015 Block 0006 Lot No. 002 pursuant to application dated JUNE 17 , 2005 and approved by the Building Inspector to expire on DECEMBER 20, 2006 . Fee $ 1, 291 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 JAMES J. DEERKOSKI, P.L. 260 Dccr Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town o1 Southold Re: Insulation Iuspeclion Yudelson North Sea Drive Orient, NY Pcrmit# 31212 I,o Whom It May Concern: An Insulation Inspection was prclbrmcd at the above mentioned properly, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel tree to call. NEW y t J �P4C,3 �9'F �� \ S' �crely w m\ ? 2 Jn, 7250 �, .1' ccoski P.E. q�FESSI�� w 20P6 1i i L 2 JAMES J. DEERKOSKI, P.E. 260 Deer Drive l.. . Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Re: Framing Inspection Yudelson North Sea Drive Orient,NY Permit#31212 To Whom It May Concern: After a Framing inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. Any other questions please call. u, •�O 'f � t•" cP �i Si cerely r W C1 Al � W� oT , �O10 0. 07254 James e oski gOFESSIONP , JAMES,J. DI:hRKOSKI, P.E. 3 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Plumbing Inspection Yudclson North Sea Dr. Orient, NY Permit# 31212% To Whom It May Concern: A Plumbing Inspection was Perlimrmed on this Structure, and all Plumbing was done correctly and also nmcets all state and local building codes. A pressure test was also perlOrtued on tlic waste/water plumbing systcnms. Any questions please feel Free to call. t pF N t-V U . �gPSS.DE8 9� Usk , ' mcerely Ir ��!)p O, 0725 jai cs ). c o i P.I?. 1�UF ESS - 3 ;= JAMES J. DEERKOSKI, P.E. 2M 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: First& Second Foundation Inspections Yudelson North Sea Drive Orient, NY Permit#31212z To Whom It May Concern: This letter certifies that first& second foundation inspections were preformed on the above-mentioned property and were all done correctly and meet all state and local building codes. Any questions please feel free to call. OF Nc�Vlp� r cerely 07 FESS1 P Jam J\D e ski P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept. of NEW yO Re: Strapping °s Yudelson `a D Cr ui North Sea Dr. mLU Orient,NY xo, C7 Permit# 31212 p A9�FESS To Whom It May Concern: After an inspection was preformed on the above property, it is deemed that all Strapping was installed correctly, and meets all State and Local building codes. Any other questions please call. nc ely James J. De os i xr j 22006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept — �OF NEW YO g� S.DEEq�S'y s Re: Partially Enclosed Structure cc Yudelson W North Sea Dr. Orient,NY m2�F N' ti tis'? Permit# 31212 OpAOF 7 , To Whom It May Concern: The above-mentioned project is now to be deemed a partially enclosed structure, and therefore no wind bourn debris protection will be needed. Any other questions please call. Sc\cuely James J' e oski 7 a 22005 _ J �b�NOF SOUjjp� p • a4 �yCOUHS'1,�` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]=INAL ON [ ) FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C� DATE J 3 - INSPECTOR ho�aof souryo6 "commm,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] i LATION [ ] FRAMING / STRAPPING [ eel FINAL [ ] FIREPLAQ1 & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C f• DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS V' ^o FOUNDATION(1ST) T y -------------------------------------- x - q FOUNDATION(2ND) b z 0 V� y z ROUGH FRAMING& } m PLUMBING y INSULATION PER N.Y. 3 STATE ENERGY CODE — d roe i'✓G FINAL ADDITIONAL COMMENTS S — - tio --- � z m S v b o `� y 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. 3/a a- Check Septic Form N.Y.S.D.E.C. Trustees Examined,20 0-S Contac[: Approved � � ,20— Mail to: Disapproved a/c Phone: Expiration /e2 ,20_ L dg Inspector I L��PPLICATION FOR BUILDING PERMIT Date Y� , 20 05 _ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. L150 CyntSt CON ? , (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises c-Zr— ►gyp�T t Y L/ r--�G1'--S a t- / (As on the tax roll or latest deed) If appli t corporation, i a re of'duI authorized officer (Name and title of corporate officer) Builders License No. W g 3 y AM Plumbers License No. 7,(,- Z P Electricians License No. 6,5-7E 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 /.5 Block 0 (- I Subdivision b0.��'C lomat 11.VQ-1 Sro— 6CZ.all Filed MaPNo. 3u4tj3t'' 8q (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 Orli. F-A+-- //P 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work_ _ (Description) 4. Estimated Cost o� �S o a v Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units w Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height - Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth ---Y Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth 3 3 8 ! Height �? 8 / Number of Stories ;L 9. Size of lot: Front Rear d o7G Depth 10. Date of Purchase 9 Jb Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be re-graded? YES_NO V/Will excess fill be removed from premises? YES NO ✓ f�'0. :�-� PnTi � . 5l�Llw..tap.1* fid 14. Names of Owner of YU D sLso s( Address 3t•�A0"aS NY. 11 hone No. S.yS/-�1S 3 Name of Architect J Atn r- 1& V GG LtcoSi Address - , _Phone No ,T� i�—/ Name of Contractor l-1 S ��N s i c a r�. Address . I r,. s c Pia= N Y Phone No. ce.r. - � 5 S 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO LAP 1 ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO t/ * 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 ) Q w A c:-e -= l t 5 0 .J R t?n a S . being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, ( )He is the �E*�EIIa " `ar�iPa1 ' aR 4 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perforin 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 / y day of -zL�:T. 20 %5 ` 1 1 f Notdry Public I Signature of Applic nt N07ARER Y PUBLIC, Sh"�of Now York N0. 01 C04822563,Sulh* Term Expires DWVmber31,� ;l NBTERMFF�M-�--" Appl r,antl l r Da(e. Owners Natiie:,. _ 'Reviewed: Architeev _ r/ Qa{c Citgitteer:. — -- SubmMed: SCTM !1: Oislrict: Q00 SCCioll: J-2) f lock:�• Lol: oZ Project Subdivision Locatiow Ivy Name:��� $in&le 8-, separate _ Required cent.I.Cation: (Yo I Nod RW. Rcy. !_miing t)islricl: 1 Lot size: Aarral: ©� ✓� // — J (I�oS cuvcraga _1 iutci�cd Rcq. Rcq. / Rc9 (J'ronl l`$rd Proposed: J• {Side Yard _�7 Proposed: t� t jRcar Yard Prol>oscd Project Description: ` - Com_ C., �GE1�IC'S�l31E)CtMITS Fermi( 1tE.QUTRJtP Ea,R BE WE N-A. NO XDS N 4 Suff-olk County Health-'Dept. u • �� � S Naw York State . D. R C. / Town Tmst6es Town Zoning Board approval: _ Town Planning Board approval: Flood.Plane Elevation 72? Flood Zone: -x «, r Permit Ntmiber REScheek Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RESc/ieckSof vare Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\YUDELSON.rck PROJECT TITLE:HOUSE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric �A"P c, 1:1 WINDOW/WALL RATIO:0.15 4, DATE: 01/08/05 L p DATE OF PLANS:01/2005 PROJECT DESCRIPTION: � � '0 YUDELSON F • e NORTH SEA DR. SOUTHOLD,NY COMPLIANCE:Passes Maaiunum UA=405 Your Home UA=39=4 2.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door PerilMig RmValu RNatite U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 115 21.0 0.0 6 Ceiling 2:Flat Ceiling or Scissor Truss 1170 21.0 0.0 55 Wall 1:Wood Frame. 16"o.c. 1285 13.0 0.0 83 Window 1:Wood Frame:Double Pane with Lon=E 41 0.330 14 Window 2:Wood Frame:Double Pane with Low-E 127 0.350 44 Door 1: Glass 41 0.330 14 Door 2: Solid 21 0.160 3 Door 3: Solid 20 0.270 5 Door 4: Glass 21 0.330 7 Wall 2: Wood Frame, 16"o.c. 1082 13.0 0.0 79 Windom 3: Wood Frame:Double Pane with Lon-E 121 0.350 42 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1285 30.0 0.0 42 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. Builder/Designer Date REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 DATE: 01/08/05 PROJECT TITLE:HOUSE Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: [ ] I 2. Wall 2: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor: 0.330 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: 0.350 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: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ ] I 1. Door 1: Glass,U-factor: 0.330 Comments: [ ] 2. Door 2: Solid,U-factor:0.160 Comments: [ ] I 3. Door 3: Solid,U-factor: 0.270 Comments: [ ] I 4. Door 4: Glass,U-factor: 0.330 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed 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. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. 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. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. ( ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] 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. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I 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: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. a r N 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(Fl lip 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_Szstem Tvpes 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) I APPROVED JN ACCORDANCE WITH BOARD O► MAP OF VACANT REVIEW DETERMINATION DATED 3-2 ORIENT BY THE SEA DWELLI SECTION TWO ---- - SU IACOUMV DE'FAR,�'�.N•L OF T'ALTH SF'RVI FILE No. 3444 FILED OCTOBER 26, 1961 ZGJII UL-T-2 -k `49 - - T SITUATED A PERMIT FOR APPROVAL OF CONS RUC£IONFO ORIENT POINT aMGLEFAMILYRESIDEIN ONLY TOWN OF SOUTHOLD �7 DATE L{�13^�� Fi REF. R10-OH-011—- SUFFOLK COUNTY, NEW YORK 1 V 01� Ej �+ [[i, 11 �o S.C. TAX No. 1000-15-06-02 1"A I ) i F+ APPROVED -. SCALE 1"=30' FOR MAXIMUM OF 4-B MS OCTOBER JULY 21 200 ----�--- a ER 18, 2004 REVISED 45EPTIC SYSTEM — A EXPIRES THREE YEARS FROM DATE OF APPROVALrr. S 83' < ! EXCAVATION INaPt�ift REQUIRED - 52'40" E 85' 7'40 ' E FOR SANITARY SYSTEM seF W000 126.34' ' 2.77' STAKE BY HEALTH DEPARTMENT L --PRppOSE'l7 SFT w.,or WELL— ` ✓*LL $TAK, >F�J WOOD ° - _ FOUNC LOT S wNl MON NFL N HS'S 1'qp" V! - 1. ELEVATIONS ARE REFERENCED TO AN THUSI ED DATUM t\ E3 i > 1 26Q,18 I—� EXISTING TIFVATNK ARE SHOWN THUS; '- N7 LOT (8.91 — 2. MININUN SEPTIC TANK CAPACITIES S FOP A 1 TO 1 BEDROOM HOUSE 1S 1,000 GALLONS 1 TANK, 8' LONG, 4'-3' WIFE, A 1 DEEP fi (n F-h' 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 s9 11 SIOEWALL AREA. "i POOL; 12' DEEP, 8' dla. III l P V to PROPOSED EXPANSION POOL I 1 PRS ID N 00 N 'I ['.,L; PROPOSED LEACHING POOL , \ � ✓ i 'A PROPOSED SEPTIC TANK /z W i -V bO42 4 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Er W L �� ! OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OSFD r _ 5- REFER TO FILED NAP FOR TEST HOLE DATA. 4 &E In - 0 o�y L CERTIFIED T0 Z(w Z( BRUCE YUOELSON PATTI YUDELSON L wesWeo w wTIR me IexFAr O >a Fes. FOP �cvta® rm me yrw HE L A xn mw nAu uw --- rNT OVERHEAD W)RE5 - UTILIII � - — OVERHEAD WIRES SET wopD L - -- - STAKE I VACANT O - N 7g 2p 30" W N 87'15'30' W 79.77' 82.4 , SE}_W _ _ NYS LIc. No. 49668 GOD � — � I I DWELLING 1 SrgkE uNAurHOwzeO INTERAroN OR roanaN V LOT " 94 1I ---- rO . 5URVET s n VNNT`Y of DOT LA �E N w Y S,. "77f oseph A. Ingegno D QTpN W 3 COPIES OF THIS SURVEY IMP NOD BEARING E SIG BSEAL S 'N� " Land Surveyor EQ FIE A Auv TH�OVT' B CE1 To 1015 IWIUI10 HERECN SHILL RUN 6I 10 TIf ARD ON FOR WHAL L70 SUfN£. II VXEPMPA G ON HIS BEWAE 10 THE IRIS COMPMY (% TESTED HE IGOICT M!0 Frb2 Sulvef5 - SuDOinbrOrlb - Sife PIOnS - COII9INCfiOn LOyWI 10 ME MSTRU110N ME HEREON. MO TO ON ASyCNEES CE T11E rNOT TF NSFITR TunoN. c0*11FICInaNs ARE NOT rRwsFEruBLE. PHONE (631)727-2090 Fae (631)]27-1727 WELL HE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT W11-ING ADDRESS ANO/OR EASEMENTS OF RECORD. IF 324 ROANOKE AVENUE P0. Bax 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RNERHEAD, Na. YoHI 11901 RiNer6ead, New York 11901-0965 SURVEY OF LOT 89 MAP OF ORIENT BY THE SEA SECTION TWO FILE No. 3444 FILED OCTOBER 26. 1961 SITUATED AT ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK NORTH SEA DRIVE S.C. TAX No. 1000_ -06-02 1"=30 SCALE "=30' • , . • • ° .° JULY 21, 2004 • • EDGE OF pAVENEM • , ° ° °• • OCTOBER 18, 2004 REVISED SEPTIC SYSTEM ° JUJUNE 30,0200505 EFOUNDATIMSED ON�ED SE LOCATION SET S 83.52'40" E S 85'57'40" E AREA = 21,057.88 sq. ff. WOOD 0.483 ac. STAKE 126.34' SET WooD My SETWOOD STAKE FOUND STCONC. NON. N 855740W 260.18 Y I LOT gg ql N � p I I o _ — µ.8' _ _ _ _ N 1•-Y-{ O40.0 CHINNEV 1 I ^ If ( li 21.0' F n ClCONCRETE FOUNDATION o � '� ,5 CUqM VS 1 7.2 ?O- _._ .__� I 19 J5.9' o..; 7.0' to T� Vj f) ��•f4,' J , — rrN�� ATTITI YUOELS YUDELSON N V1 I o ""I SE OF NF o z OVERHEAD WIRES-- I POLE Y PO E L1J1 SET WOOD — — — — — — — — L"OVERHEAD_WIRES STAKE N 87'15'30" W 79.77' N 78'20'30" W 4,x�.,,� Wry N.Y.S. Iia No. LOT 82.4 1 ' s>uAKEMOGO �''�— uNwmDNan N.TEAnTpN al nOmxw 94 '�- ro„s suRAn a n vnAYxsl or Um, AME MEW Ypa STATE JOSe)1 A. w 9 LOT -i— 93 wPEs a Txa 9uswY Nw Mor Ts" T � 4� 0 °" Land Surveyor rowan m�wn s[ cY✓rBOoam cOrtfxwYoas EBrwrm NFl[al 9W1 BAI a YPIFPIIFD. N6 OWf W TK Y Yrrl[CON/MEY, 104 UM AL AX AIQ 1YN Survryx — $,16ANah,w — 5M PNrd - QwNbupWn Lyall To TM 9BIIIIIIEN USRD IES IID Nlp�il rum�x•A1xiaAw Tlyrapwe. PIIONf (631 r/27-2090 Fox (631)727-1727 TME EKISIENCE OF BOM OF WAYS OFFCES LOCATED AT MUM ADVIESS AND/OR CASOIU65 OF BECOIO. IF 722 ROANOKE AVENUE P.O. an 1931 AM, NOT SHOVM AB' NOT GUARANTEED. RNEIIHEAD, Nn Yak 11901 Rvadwd, Nm York 11901-0985 SURVEY OF LOT 89 MAP OF ORIENT BY THE SEA SECTION TWO FILE No. 3444 FILED OCTOBER 26: 1461 SITUATED AT ORIENT POINT L _ TOWN OF SOUTHOLD — SUFFOLK COUNTY, NEW YORK ,NORT11 �' I T DRIVE. S.C. TAX No. 1000-15-06-02 L SCALE 1"=30' a , • ° ., JULY 21, 2004 EDGE OF PgyEMEM a e, • OCTOBER 18, 2004 REVISED SEPTIC SYSTEM __-- G JUNE 10, 2605 REVISED PROPOSED HOUSE JUNE 30, 2005 FOUNDATION LOCATION S $3'52'40" E $ • 5'57'4 E DECEMBER 27, 2005 FINAL SURVEY SET wood AREA = 21,057.88 39. ff. STAKE 126.34' 22.77' 0.483 ac. sET wood SET SLAKE FOUND TAKE CONC. NON. \'f,\ SAKE N 85'57'40- W �——_.__ '• ,� :.w.`: \ 9,. =1 260.18' f-3 SUPFG c a: \ - - - 44.13L a DOF ER 40 Th� aI x rw r 10 w00PORCH ¢, IV !W`.: _`... / 40t' CHIMNEY - 2 24.0' Y -'•. h LOT gg 1-1/2 STORY FRAME b ^ HOUSE .& GARAGE dI"C u' �....w ..I 2�- +. _„r_.K ns O F 3 7.1' 36.0' e eWOOCERTIFIED TO W 2B STOOK / O BRUCE YUDELSON �n PATTI YUDELSON c� TANK i 0 ELECTRIC` METER-�'� UTILITY — _-.- OVERHE40 WIflEs_-\ POLE R _-_..—sET wow �—ovERNEAD wTRES STAKE STOCKADE FENCE FENCE NSE N 87'15'30” W 79.77' N 78 �m 20'3p•. w 82.41 ' SET YOpoF N / N.Y.S. Uic No, 4%69 LOT (941 I AkE O ), uKwr,awua KTErt+*orI oa AaamoK ro*II¢sure f_Y s n N¢AmN OF \J LOT g3 g�P eN A.1 O'P+ m '�u.aF TMc Kcw m« STATE Joseph A. Ingegno 5� Fc 96 aF 9a 9NRtFY we NaT 6ENie ro aR Land Surveyor OMOa4a YAl 9HM1 NOI E dJIEaQFD C4M61CglleNE/OKgIED IEIEIM MIX I .. alar m THE FMUaN FOR pTW M wR.EY 6 PIFPMlD,AIM aN 11i RIMtF ro 1K _ SaGdMsw,N - 5M Hans - CoMxlx:Um la)oat RIIF H COINOW i019MElItA9pAN D lith $Wrrye _ LFN011a N6IRUDCN US= M®Il AND Nip Tp¢,F`,o",Rvisw,wr;. PHONE (63f)727-2090 Fax (631)727-1727 THE EIDSTDICE OF MGR OF wAn OFFM LOCATED AT MUI.G ADDRESS dJ'V ZM/Op E(SfliElE15 OE RECORD, IF 327 ROANOKE AVENUE PC. Box 1931 ANY, NOT SIIOwN Al1E NOT aeTMANTEEO. RIVERHEAD, Ner Yak 11901 Riverhead, Ner Yo* 11901-0965 .u,_6. 17' im i �n�m u _- cl 14 FIF SII S / N PPP V1, _'o 11 MIIZFFIF� I fiery p� cc >- _n o Lo m to 0 u� IN r .'a i =r Fl a.yin� � T 0 Z � - d1J a- IMI ' l ) III Illi H � _ — 1 '��- -- - - _____ PLUM ER RTIFCATION - - --. . _ - y ' \ , B G - — MMMMTEN BEFORE IIIA 1 ------------------- ----- �- - -- - ��RTIFI AT� FO CUP.ANCY SOL 0 SUPP Y SY TEM ANNOT o EXCa 2 It OF i�, LEAD. III l' Ls r� vY no 01 IIII F` BIN - y. M A L PLUM UNG IMASTE ATER LINES NEED TESTN"IG 8E ORE COVERING II _ u� 1 v, I ' % a o rr o GARAGE o I J 9 a -- \ 10 `� ALI cTRIICTI0N SHALL NIS 'THEP. OUk _,4TSOFTH - �� CODES OF NEW YORK STATE. I CERTIFICATION OF - 3'-a" J • Q - NAILING & CONNECTIONS - 9V --- --------------------------- - - REQUIRED. I p U DO NOT PROCEED WITH i°> c _ �4 +' £ O � � FRAMING UNTIL SURVEY •" A b>sG';gip �< OF FOUNDATION LOCATION ----- nnr_ai nor i. , +IF- - h a HAS BEEN APPROVED. FriFFunJ ruP��i�iwI,1n.^I r, f. iFi O �2 - — F EAPPRIlVEDAidQiE'- - - -- — =83 P x�Jl�l a id / . z9 BY: UNDERWRITERS CEATIFICA ',� i rr,m tir i i mi_ N TIFYIFY9� IIILDItJ6 DEPARTMENT AT J i i i. rur AEOUTAED urJIIF1 TFc w it nT 7-11302 EAM TO 4PM FOR THE +' ^^'i FT(- V T an nAn yr� �+ pp �+�/ I LOWING INSPE,7TIONS: w' sTF i r Jena�JVCCUf ANC I OR IW v r+ui T. F � �J t -DUNDATION - TWO REQUIRED ,eJnr nEVTH n- Euuw ` .- POURED-POURED CONCRETE 'm - IS UNLAW FUL FOUNDATION PLA�J 1 ! ; '' Vii- - � - - I GN . FRAMING & NG•F ._�PUFF � - USE TIFICATE , � 1y pp �'r /-�',;- - -a-�S�uLATION - �'- -- , 11THOUT CER r4•-g•• n-FI AL=- CONSTRUCTION MILT ,. OC CTIONI �� eaMPLETEFOR G. � OF 92ROAD V� IVU f„ -0�. , -- - ------ _`�,c 1L ._Gr L,. A�OU R€M€�)ON5THUCTDDESO NEW-- --- — -- - -�L CONSTRUCTION SHALL MEET THEo LL JA; ESPP.O80X4399947 ®V � uSI STATE. NOT RESPONSIBLE FOR w N 45-10C • m V -- --- ESIGN-0R F^ CRT NY • - - -- - H d _o' — - - - ---- PURSUANT TO SECTIO m w Y � R AIN STORM WATER RUNOFF II III OF THE TOWN CODE. �➢ • COMPLY WITH CHAPTER'I FLl?^n ngMAGF PREVENTION SOL , ..I .,JDE. 13'— U U�. � - n _ e f r -- p � i ll � mja y I o quo 0 G LUp ti ova ILL, co yZ - - - -----r7-- - - j E� � pC P j _T0ywEn .I�---- I + i- Ib! - — ` �r ILL � Q f r Ih I IL - f�� I _ 'I .I'll QAllI �pI ,.I -uwnrn - �— m Va I;ITC 4EII AREA I, )1 �� vl �I Jpp� O N � u - — d WNIl 3 - —� NSI, nll'I i-II - ��1 - — F - 'J r 1 .I h1rIC l '1 - ,- °II_T/1 M W�= � F _N rI I ,T - -I I, HF.-Fhr ;�� } + ,11 ' .I _�D I _I I II F:d l ✓I _ _ Sn m �qq�II �p lYl eI V� i�I �I IIF II HI-Pfr r - F,I �I- rl�nr Y q� .1 -- Q - - � ICU - LunF I A Rtll In bF �- I, elan wII , t.: Hoy. _— _ - .. - - ��n„ tiF.II I. I� yr FI I/e I�rE�>; r N sir +�� I,Ina Fe n����r HIPIb1 a'I, " _17 -- - w — .FFFI Ir I `'�� I � � (� I fU I -1,1 THMreAl W nllk V ` �. - 146 ,z, -- LIVING P.DOM OF IP " H HFr. „I a F ,a F n � 9 ' SI �Ia FAnFa'; VI, _ I�,�- .II ��, ^I rAII�H nnE UF- UPENINC, Fg uNa r r All KAFI11, '_vl H=.v iEP' rrr w Hn!t rnu- -1 Jn^_r =n'n', f WJ r n _,11 -.Ing u, �rrinrl„ - - Lu Sim* 80 ry 1 lz�T i , e I AN HF,: j—I — nHFFII_ 12' u.. UILI -n , -- — — LL LLI U moo z z a x J Ln Wl o o � r � m TF � m z_ dzi ti3' Fi" ❑ m ❑ 36'-0" _ - Lu ❑ z 2x4 PIATFw 11, 0„ ET T fn Y j <t 1- =) of Lu z 11,_0,. m 6, _ uJ O 1 ','-4' KNEE ANI BEDROOM - BEDROOM } 0 _ o f IFFN - a m Y G ATI U °O v —b i' 4� 'I S� o STORAGE ( 1) od ROOM aOST—, of M —PLSI LL TN —�ivI FlDFH HFADER n40rl—'aoF.AGF UPnm 23•-q^ a RAIUNr.5'-4" KPIEP_ WALL �' 0' 4" 1J' 8" S In m z N STI O N �V,.' z r N � n RI VI G UP, BEDROOM l - - i,l OPEN \� TO 551_C7W S j gra PI AiF 4 R' a" Mev WALL O uuaEss DTHFRvuIsE NOTED USE (2) 2%ID )12 OR BTR. 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FT GIRnFR :I PI PI ATE TERMITE SHIao Vl ''kIII PT LJRf-R--P' 'QMH P I FnGFP 7 / / '; Latin ELTm Tn �. _ TONIVEl TH IU H' ]IA 6rI6J ll J/B Wlll l[ IVI GIPDFR 1: DIA r,WL. PER �. SII I GAJIIET W/ lA',I KIN, T 916 OF 14 YdA LUDIC FI6 c - LOHP- PIFN Wf ^4 H17" CDNNEC TEB a BLDG J. —� L�. -=�'I —CON WJ (J) 1 + DIV POI G \\ o O W/ 'HERS M32"UC'. 4 1TEEL - FOIINP4TIOI:1 A E ^'d GOLIIMN �`':� OT e ` _LAIC F!iDIIPATIUJ y�� _ U4 EI / fi-MI 'I W/ 6-MIL FT VAf' BARRIER O FI IC FTG O SI W/ FEL PF-HAP F1ITI-AI BASEMENT F1 )(IL -- h 44UNCRE7 SIA-I li 1, 11 PHI)' VAPOR RARFIIP {x7 GIMPACTED GRALIIIIIAP RLI A "; SEC TION A- A o o (7 7 02' PLUMBING SCHEMATIC I�--- O HTS. SLOPE"1R'PER FOOT PITCH TO ORNIN ve:m wmru W LOC7 Q a 2 Q J i �fw � oQ z z WJ U Q LR ❑ O LIJ V LLI oar iJ �nOZ 1 LU a 1- 'tel 0-: W � OZU) fL � �-� _j C z �I 11 �I_ I r. � �11iT1 LLL`F`~�- - /rl�I I L I LEI TFFFF ' J I �f' 1 -I -r aloPE J 11 I I I I �. <AVG, MEAN ROOF HEIGHT: 19'-10-7/8"> __ 1_— L _ ! /� ® L� l_ LJ I I I I I cam" t -JE EEL ! -11JNFIfJISHED _I— — ___I ` ;e aO1V LI - L / �' STORAGE �_ �_ LL T L — FIL ~ m n r .. LID CII SLI S TIED _ O 01c, O ,I FI, Ins 1 1/Y, A� I _ ��L1 F �\� r K } m -7 ��I WI00 II ,'B" WwG-I rMIYGG 2 L �I �I I�_ _ L-I _� El- -I- III J '/e" TYPE-x FR '_/R 45 MJN FFR. DOOR � � JLL _ WALLS' A f E FuRG W/ _U RI DTFa_INeE; � L III LI_ rr F I- '�11 1 1F Vi J 'x♦ PT SIII tITETERMITE SHIELD T ,LSF E �L 17EGASKET HI - I T I v PIr LONG- . . _ . . 7.PICAL RAROTF F10 .. v .. ... �" \� ju TION. •• CIR "I WALL YVINm REINFORi_EMENT W.' 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I - I - 1 I T L -I J I Y-1111T _ 1-_I_ LII A, i L Tfl l 11ILL L L LT ILIJ_ T_ 1 -L�T�LI IST 1\ ♦ 4 11 L LI Lr L 1J. �- L -T _ I __ _ I LLQ LI % L - , _� J _� I_hI - _l- IL LT ��Lli r Tn-Zi LL F- 0 0 0 RIGHT ELEVATION a C* a r - z J v� W 0 o q h I I V v o m z � Z WINDOW / DOOR SCHEDULE EXPOSURECATAGORY: C o MEAN ROOF HEIGHT: 3.9'-10-7/8° WIND-BORNE DEBRIS PROTECTION FOR WOOD .STRUCTURAL PANEL LIVING SPACE (EXT. WALLS DOORS WINDOWS): FOR WALL oPF_Nwc PROTECTION A oROO MPH 3-SECOND WIND GusTs w _ ( MAXIMUM MEAN ROOF HEIGHT: 35') EGRESS GLAZING UNIT AREA MIN D . MIN DP. U MANUFACTURE CATALOGUE NUMBER DESCRIPTION S.F SY U-VALUE S.F. IST.HL.QTY, 2ND.FL. QTY: ZONE 4 ZONE 5 UNIT OP NOTES z j W _ ANDERSEN 3046-2 DBL HUNG 59 10.8 0.35 150 2 3 35 45 50 USE DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS LD Q Z ANDERSEN 3046 DBL HUNG 5.9 10.8 0.35 150 2 35 45 5D USE DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS °,\\� W LU Q _ _ --_ -- SHUTTER ASSEMBLY of w z ANDERSEN 2432 DBL.HUNG 31 54 0.35 8.5 2 4D 45 50 USE DESIGN PRESSURE UPGRADE TO MEET CODE REQUIREMENTS N.T.S. 0 z <n w ANDERSEN 2046 DBL HUNG 39 68 0.35 102 2 a 50 USE DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS FOR PANEL SPANS: T�� _ U) � 0 0 < 4'0 WIDE SPAN o ANDERSEN 2032 DBL HUNG 2.6 4.5 0.35 23 1 40 50 USE DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS 23/32= APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD \� \- w O ----- - - -- -- - - - --- - - - (OVERT.-AP AROUND OPENINGS 4") T _ ANDERSEN 2446 DBL HUNG 46 81 0.35 116 2 45 50 USE DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS :Dz - --- - ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ANDERSEN CW245 CSMT WOW 2.5 16.0 033 20.6 1 35 s0 #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL o WOOD SCREW t-i 16" O.C. ANDERSEN C335 CSMT WOW 46 14.8 033 204 1 35 45 -- -- -- - - - - - - - - - ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: y #10 TET- NUTS ATTACHED TO BLDG. w/ $10 ( W/ WASHERS) ����' ED m ANDERSEN FWGG0611 GLIDING DR 15.3 24.9 033 40.0 1 35 40 MACHINE BOLT @ 12" O.G. \ m ANDERSEN FWH31611 HINGED DR 162 11.5 0.33 206 1 35 50 \ x LL 5263 1/4X6/B SIL 2.0 022--- 9.9 -- -- 45- - 65 - THERMATRU 5210 3/0X6/6 ENTRY DR. 20.0 - 0.16 21.0 1 35 65 ¢O O m 5263 1/06/8 S/L 2.0 0.22 9.9 45 65 K 3 Q N Z M STORAGE / GARAGE_/ MISC: GLAZING UNIT AREAMIN DP MIN DP. I \�. MULTIPLE SECTION ASSEMBLY: MANUFACTURE CATALOGUE NUMBER DESCRIPTION EST FL.QTY, 2ND FL.QTY. UNIT D P NOTES IT .� 0� S.F. S.F. ZONE4 ZONES II II � �� /4 THICK BOLTS OO 2' OG I 1 ANDERSEN 3046 DBL HUNG 10.6 15.0 35 50JUSE UPGRADE TO MEET CODE REQUIREMENTS \\ ANDERSEN 3046-2 DBL.HUNG 108 15.0 45 50 USE pE51GN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS l GADCO 7825 16'-0X8'-0 0 H DOOR USE DESIGN-PRESSURE UPGRADE TO MEET CODE REQUIREMENTS N'y SHUTTER ASSEMBLY �I ; H N.Ts. II L.. w ��� la--- Lr" I!. U FOR PANEL SPANS: A II II 4OR WIDER SPAN 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ' . Lr' II)I'" ILII ALTERNATIVE FOR OPENING PROTECTION (OVERLAP AROUND OPENINGS 4") o TABLE 1609.1.4 2x4 STRONG-BACKS @ 24" OC ��� I!a.- III" ly`•`a'°" W WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE- FOR WOOD STRUCTURAL PANELS ASSGMB LY: FA_TNER 'PACING (INCHFs) 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINZ- OIR FASTNER PANELSPAN 2FEET,PANEL 4FEET,PANEL 6FEET< PANEL SIAINLESS STEEL WOOD SCREW U 12" O.C. OF NEwq� Ir TYPE <2 FEET SPAN,417EET SPAN16FEET SPAN,8FEET 2) ATTACHING STRUCTURAL PANELFASTEN TO BUILDING w/ ���! EEq rOT 2-1/2'#6 #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL C9 WOOD SCREWS 16 16 12 9 WOOD SCREW 0 16" O.C. 2-112 _ r WOOD SCREWS ifi 16 ifi 12 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM /,'1C TEE NUTS All " HED TO SLUG. w/ X10 ( W/ WASHERS) m M.4C HINE BOLT @ 12' O.C. �� Q PANEL SPAIN OF 8 FEET SHALL BE PERMITTED FOROPENING PROTECTION IN O O.0 ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT 10 COVER GLAZED 9 N� OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609. 1.4-, 1609.b.5 AND TABLE 1609.1.4) Aq 0 W CD d I I z a x J h W c o Co a = WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Ph m Co ° a a � z 115E THE FOLLOWING OR APPROVED U5P METAL CENINECTOR5 FOR PROPER WIND RE5ISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMEDED NIIIN M15TALLATION 51TRUGTIONS TO AOI-0Pu FVF MAXIMUM UPLIFT LOAD CAPACITY. an CD ac m m Z Z A"MAX- J WSO 3 -DIRa'MAL / ❑ ❑ ❑ MAXIMUM III �� / / POST GIRO[WHEAOER 7 POST/COLUMIIJ - CONCRETE FOOTING "�.v � Z ;teDA DECK POST FTG. CONNECTION LL � Q � LOCATION USP NUMBER DESCRIPTION APPLICATION w DEGKTPORCH RAILING POST-TO-GIRDER/HEAD ER CONNECTION dxl POsr PAUda ad UMBER.PGsr/6EAN1 nIdclROR APPLY TO EACH F-OOTING U) z STAIR RAILING \ USE MIN (2)112 Bar GALV BOLTS WITH WASHERS AND N11r5 5%6 POST PAU66ORWE66POST/BERM ANCHOR APPLY TO EACH FOOTING O Z W 20T- 1-112-SPACE 1-11'2"SPACE ~ O MINIMUM x�lLu O HANORALS GIRDE } �,, .� POST //i / .•d/ `®' ., GIRDER/HEADER \tl \ O BALUSTERS RI WDECKJOINT o POST/COLUMN CONCRETE PIE .' AD OPEN BALUSTER ATTACHED ro WALL Y W HANDRAIL CONNECTION •� 'v F `rs '�' F ars pe ALL HANDRNLS SHALL Be CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION ry OF THE STAIRR. HANDGRIP PORTION OFALL HANURNITS rid SHALL NOT BE LESS THAN UiId"NOR MORE THAN 2"IN \ LOCAiIDN OSP NUMBER DESCRIPTION APPLICATION CROS66ELTIONAL DIMENSION,OR THE SHAPE BIIALL USEMIN.(21112'DIA GALV BOLTS WITH WASHERS AND NUTS J/ (y)BEAMGPAUTFORWEda POSTIBGAM ANCHOR APPLY TO EACH PIER x PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION 5)REAM6 PAUb40R WEfi6 POSTIBEAM ANJHOR APPLY TOEACHPIER LL _ Y FLASHING TUCKED UNDER a 0 TOP PIECE OF SIOINGANO 0 Y OF \\\� LAPPED OVERFIRSTOONTIN `$' IA par L\ / PIECE OF SIDING BELOW UNDISTURBED 501L = W yr GIRDER/HEADFR —O \ '' I- Z \ / VP'OIA LAG BOLTS WE WASHERS / LAY PLASTIC BASE DIRECTLY ON m / LDNNECTEDTOBLDG @16-OC INDISTURBEDSOII (ORGANICS REMOVED) 0 T LEVEL BASE Z STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMB POST/CDI RUN a BRACE TUBE raid FI LL AS PER MANUFACTURER INSTRUCT101JS ' RIM BOARD // \ / BLOCKING FOR I JOIST HANGER 1=III-11 -ILL FLOOR FflAMINGi _ _ _ STRINGER axdDl6rs ,_III-III,=111711=,III=III-llrlll-III-11 �•. POST-TO-GIRDERIHEADER CONNECTION LAG BOLTS - LOCATIDN USP NUMBER DESCRIPTION APPLICATION RIM JUICT IBD'RAI e axa SpLID COLUMN PBSd!/PBSE141NGF POST CAP 1A IT APPLYTO EACFI COLUMN DISTURBED / POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6x65DLILCOWMN PBS6ElPBGEB61HC66 PO6TCAP ANCHOR PP PLY TO EACH COLUMN LAY4-6"LAYER OF CRUSHED STONE OR LLOWCOWMN SIMPSON STRR112 HC IJJCHOR AP PLY I ULACHCDWMN GRAVEL HO DECKIPOfRCH LEDGER CONNECTION LEVEL AND COMPACT OT BY hAND MPA ' PLASTIC BASE BASE ON COMPACTED GRAVEL (n F T CONSTRUCTION ONSTR _\ ` FILL ASPER MANurACTURNDPWMB \ � BRACE TUBE W \ wpOU JOIST �\ = FILL AS PER MANUFACTURES'INSTFtUCTIONs V _ i \\ Ell 1—III=IyIhIIHIIEIII�ll-1111 \ \moi \ \ C7 WOOD JOIST Y\� \ JDlsr • - ' BLOCKING F OHC. PEEP.FOOTING 0 BIGEOOT TfM IIIS FOOTING FORM O GIRDERIHEADER \ \\� \ - �'�. \\ \ IN ACCORDANLC-wITd SECTION 109,11 D AND RESIDENTIAL IA CFFErE IS O COMPLIES WITH TI IF INTENT OF TLIE CODE AND THE MATERIAL OFFERED IS WOODJOIST % WOOD GIRDER AT LEAST THE EOUIVN.ENT IN DURABILITY AND EFFGCIIVENE550G THAT GIRDERIHEADER —��i-��J / \\� OFPRESCRIBEDDIVISION IN THE LODG. AHE DIVICIDN OF CDOE ENFORCEMENT UPON ADMINISTRATIONSRON SERVICE S PRODUCT 1F ACCEBEAND RNESE IN NY6BASED UPONICBGEVALUATION SERVICE REPpRT W FLUSH JOISTS WITH HEADERIGIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-sash AND suBJEcr rGTHE CONDITIONS THEREIN. , ' ��= 24ENy OF ,Q� I�z•M1 ALL JOISTS CONNECTED TOAFLUSH HEADER TO BE SUPPORTED WITH CONNECTOR. THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADERIGIRDER PROVIDE BLOCFJ BETI1 EENJOISTS THAT ARE SPICED AND JEFF WITH SLID TYDOWN ANCHOR. 1 (FABLE,SOL FIR JOISTS ALLOW FOR HIGHERIHAN LVI_HEADER6 GFRDEN USP NUMBER DESCRIPTION APPLICATION � p4(n O� O TO ALLOW FUR SHRINKAGE JOISTTO GIRBER/HEAOER RT10 TYDOWN ANCHOR CONNECTTO EPLH JOLT tl �z QU � W DECK & PORCH NOTES: NAILING SCHEDULE 1) Lot...berwlsevvtea,unlrammsmalmul bbomi ACC prevsurelranAllambur. NAIL N0k1L - q Nlrasleners,eangels ana anolmrs to begawin¢m vnlaeilava steel JOINT DEseRlanory OTY SPACING NOTES Qnd 7 a) Glydersfur aeckfolsls to he bolted or coamred In eacb pool or pier hear wasters ana nuts SILT-,TOPJPLIATE DR GIRDER'-Btl COMMON JOIST Al F TTO PER TOE Bio onceteAll8mllnimnlmlIITonnx?aI eels�ho�boltwlonwomenanahots CLIMATIC & GEOGRAPHIC DESIGN CIRITERIA BRIDGING EACH mE ESS TG Ja1sT 2-ea cGMMDry END rvAIL ]) Pools su GROUND WINO SEISMIC FROST !ttM pvNng Pon—vbal he anJmred to a l2"al 2Yl Y lIm*cuvvulu loohJ NOW .PEED DESIGN WEATHERING LINE TERMITE CEC0 BLOCKING2EACH TOE 5 DJ COMMONbe d 11 bdvw de Fwllvpv 511a11 LOAD (MPH) CATEGORY CEPTH TOJOST ENO NL 9r° BLOCKINSTQ: EACH TCE MODERATE sLIGHTTO ]4fitlCOMMON41 Deckfosls to bear,Under,.1 WD c IS LB.. 12n B .EVERE 3Fi. TO LHAVY MODERATE SILL OR TOP PLATE BLOCK NAIL LEOGFA STRIP 3-ifitl COMMON EACH FACE CN S Aminlmum of IDlnch nesM1ing shell bulns0311etl h....Thu huaemyandledill TO BEAM JOLT NAIL Led,.lmhe Pradmaa to bmldlr,watt alt"d e.a,11mr,wastGa and a ids JOIST ON LEDGER a_W COMMON PER TOETOM at t6"vc. TO 36W JOIST NAIL _ 6) Concrelephaddellhee—spe.6"ahooepmae BT0 J01STT ]-I'd COMMON JDJCF NAIILL 0 O iL rder is to be aupporletl wllb M1angeas and anchors Eoch Jvbl stall eHo be andmretl BAND LL OROIBTTD 2.Rd COMMON PER TDc-NAIL to gktler(a1 .ILL ORTOP PLATE FOOT O W a II II z 2 4 WIND LOAD PATH CONNECTION AND CONSTRIL�IOf� DETAIL DRAWINGS II U_ USE THE FOLLOWING APPROVED USED METAL GONNEGTCRS FOR PROPER WINO RESISTANT _ GCCC CONSTRI:GTICN, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRIIGTIONS TO ACHIEVE MAXIMUM L'PLIF, LCAp GAPAGI?Y. ICING STUDSGO ? EJJL`N'N.L CRIPPLE STUD RAFTER Q/ "°Fb4\' , %/ WALL STUD Q /i Ar ❑ ❑ ❑ / 1� - " T - BOTTOM PLATE--�-�-h HEADER - G V RIDGE / A Al LEOOFF, 7 - BATHTUB ooueLE JOIST— 'Ar SIDEWALL JACK STUDS 7 -\ `✓\• VV FLOOR USP NUMBERFDO IST TDXfi CONNECT TOPSIDE OF NLL CORNERS - � - W TO FOVNDATION WI ANHOR BOLTSOF ALLCDRNER5ON LDCAT{ON V6P NUM1IDCR DCSCR:PTION APIh'ATION LDCAFON V6P NVldDEG OCSCR:Pi CJ APPLICATi DIL ^CTS Si7 BATH/SPA TUBS TO PAVE ADOUOLE FLOOR JOISTS UNDER GOP.ADDED SUPPORT }_E UEPNUMBER DESCRIPTIUiJ HPOLCATIUN DEPORT EACH WIrLL mUIJiuJJm i+ARALE-'L WiiHTIiE FLODk2ND TOSS GOTH BOT FLATS OF2NO R00R ANO NP qy DPENINGS � z PLATES OF IST FLOOR CONNECT THROUGH 1-114'¢12"20ya STRAP APPLY TO EACHIACK STUD POOF -ITTJ 1914'eR4'20ga STRAP APPLY O+:ER RIDGE TO EACH RAFTER � 4zG-4x91Sga.SLOPE HANGER APPLY TO EACH RAPTERI LEDGcq JOIST DIRECTION WITH(2 JOI615 VNUER WALL LLI FOR JOIST NOT DIRECTLY UNDER PARAI LEI.WALLS',PROVIDE TI IF FILOODS TO EACH OTHER WITHREAOED ROD BLLOPENINGS RTS OR RT] TYDOWNANCHOR APPLYTO EACH CRIPPLE STUD -- l%10 L52Io 1B Oa SLOPE APPLY TO EACH RAFTERILFOGER BLOCKING@24.00 U L WALLSTUO— / O z W VENTS SELECTED ANpIJST T— n = LOCATED BY CONTI FOR \ N~ Q METAL SAP CRICKET AT TOPSIDEOF VENTILATION CHANNEL ��H. W O TR RIM BOARD / CHIMNEY RARER t </�� A3 REWIRED saI PLATEIs) WALL SHEAT 6NG / RAFTERS MAID I AID / VENTILATION WOOD JOIST EIOEWALL F_ASHING FOUNDATION - - - - �/ ,BI DLKING / TOF FVrtE�- I' \ -'2e1 LEDGER BLOCI(IPIG FINISH WALL AND MOISTURE / 3TAPPINGT09EATTACHEDTOWALL STUDS@"rCC �/ BARRIFKTO LAPFLASHING SII YESOFFITJOISF AND ALL'k:N00WIpOOR OPENING JACHSTIIDS I / � ATWAII -- A,IAIMAIN GAP �n' � II I \ ATTIC SHALL BE PROVIDEJJ WITHA —FASCIA ROOR JOIBTDEPTH UEPNUMBER DESCRIPTION APPLICATION \ � ��/ BETWEEN WALLfINIaH:JJD MINIMUM NFL FREE VENTLATING NIDA / U GUTTER _ Y ROOFING TO AVOID SOAKING WALL STUD H-1 NOTLESSTHMIIIS005 THE PREAFE WCODGIRDER INSTALL 4' -GM � � �lC THE SPACE VENTILATED ALL OPENINGS I J / \ y + rl \. EDWIN SCREENED VENT 1"-n" W^TA44 I-1/442d"20a STRAP AND JACRGTUOS - SHALL DE COVERED WITH CORRDSIOIJ CONTINsoFFIT/E%T,PLYWOOD ON ALL OPENINGS \\ PROVIDE-HEMMED EDGE AT RESISTANT METAL MESH WITH MESH Y M) INST/d-41WOC \ \' FLASHING TO FORM CI'IANNE LOCATION USH NOMRER DESCRIPTION APPLICATION OPENINGS OF'G INCH IN DIMENSION (� \`III \ i I. \/ ANR gR AC TD MAINTAIN AIR _ _ _ _ SOFFITED SAVE 6'-1A" LETA20 =(A":90"tfye STRAP TAND V ALL GYETUOE - .I_ .y_�_ CONNFCTTO R- (V Ba DN ALL DPENINGS \V \ 'P '. GAP TO PREVENT CAPILLARY {^-6"R(J-TER RT10 1LL3/4"r16ya TfIIOWNANCHOP' ACTION EACH RAFTER PROVIDE BLFCKI NG BETWEEN JOISTS THAT ARE SPI CED AND F :A INSTALL d'0'OC. \\��- \ - (CONNECT TO ROOF VENTILATION � OVER BEARING WALLS AND HEADERS F m IS"-16" L6TA]5 1-1/1'k36'Bp SWAP AN J9CKSTWS " E 12"MRER RT26 '1-119 -29ga TD NN AN('HOR ON ALL OPENINGS i" EACH RAFTEF Q i- �, - '\ \ KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL 2ND.FLOORWALL OF FLAB WIVG X ROOFING G L BASE RINCHES / \ a PININ CHES — \\\\ BASE FLASHING WRAPS CORNERS, RAFIM HJ Y . - RIDGE CAP OF GAME O Y \ /\ \ EXTENDS UNDER SHINGLES AT \. p1ATERIAL AS ROOFING C \ > \ N SIDFSAIN^.HFC AND LAPS Y NAIIEOTO SHEATHING IIS\\\ \ \ o N A UPS4GSAT FAME IN<INCHES '� ` THROUGH VENT y/ �\ W �TII A woad JOIST / \w )� Z \i TOP PLATEZ Fl 51DE WALL FLASHING Tcr � / \ %�/✓ . \ �� GIRDW EHE4DEN Y Fl \ \ 4 WOOD PST FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS@49"OC �+ JOIST I AND ALL WINDOW/ODOR OPENING JACK STUDS MH4L FLASHIN!.AT ALL E4VE6.SIOEWALLS. WALL STUD FLOOR JOIST DEPTH VBP NUMBER DESCRIPTION APPLICATION A.,RAKES -PRO`/IDE HEMMED EPEES 9C TATTERS'r INSTALL4'0"OC AE TO FORM DRAINAGE CHANNELS AND `VI /"-6' LSTA36 I�I/4'436"t6ya STRAP pNOJACI<STUpg PREVENT CAPILLARY ACTION LOCATION UBPNOMBER DESCRIPTION PPPLIICAIION PREMANUFACTUREDKFFP BHFATHINGMIN I-1/2 ALL JOISTS CONNECTGn TOAFW SU H�ADERTO BE CUpppPTEDMITN I'1 ON ALL OPENINGS tONNELCT'ACH ROLE VENT FOLDS - _ FROM PEAK ALLOW TREE INSTALL4'0"O.0 RAFTER/PLATE RT15 TVODWN ANCHOR HALLER,TO PLATE OVER RIDGE TO IHEPHOPEH XEEL CONNECTOR AIR PASSAGE IT ABLE,NET FIR.IOISTS HPRU%.112"HIGHER THAN LVL HEADER, 6'-11' PdRTA4R 1-1144WI60a STRAP ANDJACKSIDD6 — CONNEICTOVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE SREpULE BUMP OUTS ON ALL DEEP NGS PLATEAAIALL SET STUD PLATE ANCHOR OFROOG (I - PLATES Tut EACH STUD DBL PLATE = 5�a"'Y'e \ TERMIRMI PAGE SILL GASKET 94 Q / CONEMIT.SLAB T G"SKET \ "" f .'-WOOD JOISTS W NP CONE FOUNDATION .,mRt NEOPRENE- ( "^Uw /xB cONTINl1o65 WOOD PLATE 6 MIT.POLY DAMPPROOFEKTERIOR �( A Ly RRANIII AN FII N \\ \Y / BOLTED TO STEEL BEAM LLPIH E a NEIL POLY ON EXTERIOR - // \ i_ .' hi " DI++. Ml_TF- ,JU _. y .y- W " STEEL COLUMN v _ /�C RODE JACK C _` _ \ \\ TESL BEAM ONE SLAB _ 91 x /3" x e" STEEL V COMPACT FILL ✓ e ROOFING LAPS 1 TDP AND C30TTOM PM E (y I KEYWAY FOOTING / Ve FLASHING AI _ WITH V: 'r " aFICNOR ecLT 14 DOING ` `'d C LONG FTG ,aQ'e Ga LTSEMRHJz350UJARENIASHERS SIDES IVJD TOP �� ROUT¢ I'y ANCHOR HOLT CONNECTION ��� USPLBPaE9 TOR BP666) \ � OF new to Q REMFORLINGBAR FUVNDdTIUN Sitl'OIA ANICHOft ROLT _ 0INFERTILE p ANCFIOR BOLT CONNECTION +( � vCUPPORTIN_ MA%IMUMI SPACING FLASI LING LAPS �j __ROOFING ATBOTTON 1� Q w SILL PLATE TO FOLNEINON ISTOR:' 72 'OC tl CRAWL SPACE OR FOVNDATION _ I T $ILL PLATE D FODNDATION7P "CJ TYPICAL CONE FORS FOUNDATION APPLY PILASTERS 25TORIF6 3fi""OL \ f" INHERE NEEDED FOR STRUCTURAL DREADING MIN 3"STEEL COLUMN PNCHORED T021"cM1'FI2"GONG FTG. CRAWL SPACE OR FOUNDATION STE RI If�j W WALLRUTTOMPLATET01=OUNDATION I-2STORIFS 5]""OC STAR-ON-IIRADE ROOF JACKS < VENTS DETAIL UBFLOOR 6XIJI SLAB / DDDR FRAME G 6%n PACT FILL Y C-ARAG- 1 COMPACT FILL '`/ � / DOOR �w _ 1015 G USE 2X8 M 11 { FOR BLOCKDOT I STEELS M PT PLAID / L� y' 6SSe A + SLOPE __' NOTCH JOIST AND ADJUST HEIGHT ^ / / / 4 W SPIN 4°DRIVEWAY AT CAIR SPACE - 2 II (WITH ANAL LNG PI PTFG HIGHER TO-AIR pTn C50 W- " TO BEAPRO% P2"OR HIGHER THAN A `ID F OO yI 'A°e o e STEELBEAM TO ALLOW FOR SHRINKAGE I A GRADE .: :/ BEAMS �_ q _n o,• a (PROVIDEBTMPPING TO KEEP JOISTS ALIGNED) 6%6 LV W ON 4 J A 12" A —qTl e e r/ m MIN 'e N DT CH DRAW FOR MUDSILL IF TROUBLED -MAXIMUM SUBORDER ` a REINFORCING RAR 4 NOTCH EQUALS IG T °A A LSI DEPTH OF BEAM ° —I 5. ° " `J:yr--REINFORCING DAG _ _ ITE FOIST DRAIN TILE Imo—J 6T SHEETMETALI 30X FELT UNDER SEAM MT POINT III ilD'n `I 1 P U 12 ° T T T \ OF CON TACT WITH CONCRETE OR CONI BLOCK lTl�To � T" W BEAM° MICALCONC MONOLITHIC FOUNDATION.REINFORCE WITH(21W REINFORCING BARS THICKEN SLA3S BENEATH DEMING WALLS AND COLUMNS. ° �\ 6HIMSlO LEVEL BEAM �PLATE ISOLIEDTU IIEAM( REINFORCE FOOTING WITH(2)JIM REINFORCING BARS. .MINIMUM BEARING SURFACE.FOR WOOED DENA GARAGE DOOR BLOCKOUT LL SEAM POCKET o E7 i Z J N W r o o Q 1 run 2 NAILING SCHEDULE FGENERAL I lO 1 Y UI DING HEIGHT 2T o do 1) RI T0.RAFTER ASSEMBLY JOINT DESCRIPTION NOTES B LILDING USE - - RESIDENTIAL NTIFL- -_ __ - _ at re > -vIE-Tapgas,rapahagbaaltahaateeaGPmrofraRerslnaprdan lora1a3, ROOF FRAMING: NAIL - ALAN CONTENTS: WELLING -.. at nc Z WIND FRAMING NOTES _ _ _ OCCUPANCY GLi551PIGF_TION R3 RE"IDE When a collar is used in leu or a ridge strap,Ih a number of l Do Drum on naris required CITY SIPACING U Q 9 Lot In each endof th ecollar Ilene ed not exceed the tahulaled numberofBd nails In lhe•tmp RAFTER TO 6'WALL 3-Bit COMMON EACH TOENAIL CONSTRUCTION NOTES: TOPPLATE t0'WALL 4-8d COMMON FRAFTER TOTAL 5Q. FT. OF CONSTRUCTION LIVING SPACE 2161 5.F. GARAGE 160 S.F 5TORAGE: 355 S.F. 10 1) Thelnfonna0on wllhin this sal of apnscmction doctimenls is relalad a basic de.sign 2)-RAFTER-TO-WALL ASSEMBLY: CEILINGA013T e'WALL 3-etl COMMON EACH PRESCRIPTIVE 40 PER NY-S. RESIDENTIAL GOPISTRUGTION CODE PND O w intent and framing details.They are Intended as a camramen aid,not a subsUate Lateral framing and shear wall connections fin raReh ta(((ng or Wss turned plate shall dem TO TOP PLATE 1UWALL 4-8d COMMON ,JOIST TUE-NAIL DESIGN CRITERIA for genomlly accepted good building practice and compliance with current New Yod< accordance to laILLe3.3.When aralleror Wss do not fall In line wlnh stirs below,raRers 19955B0 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Stale hullding runes The General ConVactons responsiblefor providing standard or trusses shall be attached to the.11 top plate and the wall top plate stall be alnached to CEILINGJOISTTO AS PER TABLE 37 EACH FACE FRAMING LEI'I�NTS AS PER FLOOR PLANS GRO555EGTION AND GENERAL NOTES - thetolhewallslutlwnh uplift conneGlons Roots overhanging Ne rake site of the bulltlmg PARALLEL RAFTER WFCM-SBC LAP NAIL canslmdlan details and pmcoduresmensureaprofessionally Rmshed,sWGura[y shall be connected with uplift connections In accordance will table 33c - EXT. BALCONIES 60 sound and a weatherproof completed product CEILING AS PER SBC EACH FACE 11J OVER PARTITION WFCM-SBC LAP NAIL DECKS 4O 2).The General Contractor is responsible for ensuring Nal all work and confusion 3) WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 34 EACH FACE ATTICS w/er STORAGE 10 UW meets current fed...1.door county and local codes,ordinances and medical etc Wall studs above and studs below a near level shall be attached with uplift mormellons In TO RAFTER WFCM-SBC END NAIL ATTICS w/ STORAGE 20 Z These codes are to be considered as pad of the spen o,flu a for this building a ad accordance with table 3 ad When wall studs above do not fall in line with sms below,the DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW 45 W should be adhered to evendln variance with the plan. studs shall be attached to a common member in the floor assembly with upb llconneries in BLOCKING 2-Bit COMMON EACH TOE (LIVE LOADS FEET LOAD) 0 W } accordance with table 3.3 TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 4C U Q Z 3).Dlmensmas shall(aka precedentovarscaled dmwings. RIM BOARD 2-tfid COMMON EACH END ROOM5 (SLEEPING) 30 RJ ICO NOT SCALE DRAWINGS). 4) WALL ASSEMBLY TO FOUNDATION: TO RAFTER ENT NAIL STAIRS 40 U) W W CO Z First wall studs shall be connected to the faundaLon,sill plate,or belloru plate wN uplift WALL FRAMING: 4) The deddearhas not been engaged for construction supervision and resumes no conneUom Steel slrapeahallhome minimum embedmantmn'inches In concrete GAURDRAIL" (ANY DIRECTION) 200 responsibilly for conskudion coordinating with these plans,nor responsibility for foundation and slalron-gmtle,16 Inches In masonry block foundations,or lapped on der NAIL NAIL EXPOSU CATAGO Y G O Z lL conatimmon means,methods,techniques,sequences,or procedures,arbr safety the plate and nailed in accordance with table 3.3b-When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES = O = precaitlons and programs In connection who the work There are no warranties for a haft....plate,3Inch squarewmide.shall be used allih the en.Imrbolta.Anebor boll TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION [nFO speciflcuse expressed or implied in Ne use of these plans spacing is to be spaced end sized in accordance to table 32a In addition to sooner, 2-Intl COMMON (ROOF - FOUNDATION) D AIL PAGE I GENERAL NOTE PAGE _J anchor bolts areto be spaced between 6-121nches Vom Ne end of a sill plate and aN TOP PLATE FOOT SEE NOTE 1 TOP PLATES AT JOINTS FACE NAILING SCH U SE GENE A NOTE AGE W O 5) Refer to the Window and Door schedule for exterior openings. corners 4-i6d COMMON INTERSECTIONS EA SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Z 6)-The General Contractor Ciro ensure Natmasonry orprefabracteiAroplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO 24" FACE FIRE PROTEOI ION Sym.: or exceeds manufare's madiflcations and applicable codes Type I examor shear walls with a minimum of 7116 teriG inch wood structural panel on the expunger STUD 2-16d COMMON ONAIL- SEE FLOOR PLANS _ r ctu attached with ad common nails at 6"o.c.at the page[edges and 12"o c in the field,and -- -- (SMOKE I CO2 DETECTORS) toms,Pont,, oast7 The General Contractor is to consult with the owner for all budt-In hems to edges and to"o c in the field shall be in 1121nch gypsum wallboard on the Interior altacherl�xM 5d cooter nails al Tb G.al panel HEADER TO 16"O C. FACE lad COMMON tRU55 DE51GN such s bookcN/A - STANDARD STICK FRAME CONSTRUCTION aases,shelving, s, eaccordancewith the length requirements specified HEADER ALONG EDGES NAIL In table 315a-b. TOP OR BOTTOM 2-rod COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCFIECK 3.5 RELEASE m K.Wind load requirements shall be oaken Into account round combustion, PLATE TO STUD 13-Ind COMMON PER 2x6 STUD NAIL O' 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATETO- FOUNDATION NOTES: Type 11 exterior superio is shall meet the requirements of table 315a-b times the appropriate FLOOR JOIST,BAND JOIST,2-I ad COMMON PER FE NOTE:CE I in table 3.16 FOOT BEE NOTE:1,2 Y I; length adjustment fat ors ENT JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA v m 1).The General Contractor and Mason 10 review plans,elegradq details and notes to DO determine intended hmghls of trusted goods)above typical glade. 7) INTERIORSHEARWALL CONNECTIONS: FLOOR FRAMING. GROUND WIND SEISMIC FROST WINTER ICE HELD FL000 h- N Allowahle sldewall lengths provided In table 3.14 shall he remained to be Increased when SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS t' any N 2) All footlngs to rest on undisturbed hAndin)soil interiarshearwallsareusad.Sheathing andconnedions shall bele accordance vwch JOINT DESCRIPTION NAIL NAIL NOTES LOAD MPH CATEGORY DEPTH TEMP. REQUIRED `- 2 44.2 and 22.4 respectively QTY. SPACING ( ) Q da 3).Provide 112"expansion joinlmateriel between concrete slabs and abuVing JOIST TO 4-ad COMMON PER TOE 45 LBS. 120 B SEVERE SFT. MODERATE SLIGHT TO tt concrete or masonry walls occuring in exterior or unhealed(near(areas 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL TO HEAVY MODERATE LL 4) Any new concrete walls being attached to existing connate slrudure shall Header antl/or girder connections shall he attached with uplift connections in accordance BRIDGING EACH TOE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Btl COMMON END NAIL Y be Installed with#4 re-har,far long at,2"o.w.Use a pprovedepotyforinatalladou 35. CLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOA S: a o 5) Unless otherwise noted,all slabs on grade to be 211 ons.t.Concrete to be 9).CATHEDRAL CEILING ASSEMBLY. 2-ed COMMON - TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE O Y m Incurred ravel fill with 6x6 was mesh halogenating.hmarksrslabsere SHEATHING LOCATION NOTES P 9 9).CAT CATHEDRAL CEILING ASSEMBLY. (beam,dlerafters shell either be notchetl and BLOCKING TO EACH TOE AT PANEL EDGES SUPPORTS IN THEPANEL FIELD K 3 n to be minimum 3Al2 Inch thick 3-ifid COMMON anchored on top of the beam ar slope connectors shill be attached to each rafter-to-ndge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE ed COMMON Q E"O.C. ad COMMON @ 6"O C SEE NOTES 7,3 F Z m fi).Cowls aces to be mvltlad wall l8"x24"access opening lnstallone alonglhe open telling partofthebugame.Dmonerliel)slothe ridgeend well shall be be LEDGER STRIP 3-trial COMMON EACH FACE INTERIOR ZONE ad COMMON@6"OC ed COMMON @12"O.U. SEE NOTES.tIBOTH FIELDS) QC m p P attached with the above requirements TO BEAM JOIST NAIL NOTE:2 FOR PANEL FIELD O N 6x 16 cast Iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS fid COMMON @4"DC Btl COMMON Io]4"OC SEE NOTES.1,3 2 n ]) Damppmofextedoroffoundeflonwkhbituminous mating asper sedionR406ai DECK AND COVERED PORCH NOTES: To BEAM 3-BdCOMMON JOIST NAIL flo N Y S Residential Construction Cade A El polyethylene film shall be applied over 1) Unless otherwise noted,all financing material to be M ACO pressure treated lumber BAND JOIST PER END NOTES 1 Ni fasteners,hangers and anchors to be galmnl'zed or Stemless steal. 3-16d COMMON Ne below grade potion of exlatlarwalls prior to badfillmg TO JOIST JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY BA ND JOISTTO' PER TOENAIL 0 Drainageas per seGlon R405 ofNY.S.Residential Construction Cada Gindetlers for flus mall bshall e anchored oedwith tope waelconndnuts. 2-t6d COMMON 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, p SILL OR TOP PLATE FOOT SEE NOTE.t FRAMING NOTES into co cratean wino inmum1/ 'anchored with anchor halt with asters anchored into concrete vnlhaminimum ll2"dlax]"long anchor holt with washers and nutsR OF SHEATHING: the 4foot perimeter edge zone attachments occurred shall he used r`1 1) All framing techniques and methods as prescriptive tleslgn of 1995 SBC High Wind 3).Posts suppomng girders shall be anchored to.12".12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL SPACING 2).Tabulated 12 inch o c nail spacing assumes shealhmg attached to rafter/truss framing mounters will G>049 W Edition Wood Framing Construction Manual. Use a minimum VZ'Its x 7"long anchor halt with washers and nuts.Footings Shall be 311. For framing memberswdh<042<G<049,the nail spacing shall be reduces m 6 inches o c. below grade.Porches with covered mots shell have IV die concrete piers for the glyders IS RUCTURAL PANEL ad AS PER TABLE 38 2).Unless otherwise noted,all framing and strumnal wood matenal to he#2+BTR WFCM-SBC 3) Tabulated 4 inch so.nail spacing assumes sheathing to rafter I truss Gaming members with G>O 49 For Douglas Fir 4) Deck joists to have blocking at 8'0 o c framing members war 0.42<6<049,the nail spacing shall be reduced to 3 inches o.c. CEILING SHEATHING: 9 Ln 3).Floors,walls,callings and rafters;to be spaced at 16Inches ou unless noted 5) Aminimum of IQ inch flashing shall be Installed between the building and ledger JOINT DESCRIPTION NAIL NAIL W4 otherwise. Ledger to befestenadtobuilding with 112'dla.huge wno inch..and act DTV SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where needed GYPSUM 7' OC.EDEE F 4) Unless otherwise noted,all beaded wall headerstoba(2)2x10#2+BTR Doug.Fir. Ed COOLERS NAIL SPACING NAIL AT INTERMEDIATE WALLBOARD 10"O C RED SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Bearing wall headers to have(2)jaok studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum V above grade. W openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of WALL SHEATHING: SEE NOTES 1,3(BOTH FIELDS) U oeniage.Bearing wall window sills shall also have window air pieces for 2x4 wall 4'EDGE ZONE etl COMMON@6"O.G. ed COMMON@12"pC P ) ]) All joists to be supported with hangers and anchors Each Joist shall also be anchored NAIL ft NOTE 2 FOR PANEL FIELD Ur openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 85.Provide fire to girder(s). JOINT DESGRIPTIDN OTY G INTERIORZONE Btl COMMON @ fi"O.G. Stl COMMON @ 12"O C SEE NOTE 3 z and blacking where eppllcohle 0 Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL ALE 3.9 �+ YP 9 ed COMMON C-I 5) All Oush beamslheaders to be Installed wnth heavy duly galwnlzed hangers and PANELS 6BC S anchors where applicable to all connecting joists PLUMBING NOTES Ins"Oso BE O 6dCOMMON THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY N 6).Double up floor joists under wells Mat run parallel to the floor Jolsn and under bathtubs. 1) All water supply,drainage and venting to be installed as per N Y.S.Box dent.1 PLYWOOD ELD - 0 Floors to have cazamle the installed shall be verified for proper load capacity unless noted Construction Code GYPSUM Sd COOLERS GE I).Farwell sheagredwilhle 4 feet mthe corners,the4 foot ad,. smo anachment requirements shall '+�r o^on plans. IELD be used W 2).Verify septic system wlN the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: °� ]).Pmvld bearing ging in floorJoisls al 8'O o.c Use solid blocking In RoirJolsls R SHEATHING: G>0.49 Tabulated inch number with assumehe nail ting attached the rearming mem ars col b: �y antler all bearing walls. 3) IF wall studs,plates orjoisls are cul out during installation for any plumbing relined work, JOINT DESCRIPTION NAIL NAIL G>0.49 Far(raming members with 042<Gq the nail spanngs shell be reduced to 6lncheo provide adequate binding and plates to protect and secure the structure Very,with the OTY SPACINGS P� 6,EE 8).Provide insulation battles al save vents between rafters Install draft blocking es state nide and manufadu_re's recommendation for maximum hole.,..and_spacing permitted STRUCTURAL PANELS 6"OC EDdGE 3).For exterior panel siding,gatvinized box nails shall he permitted to be mit,lituted for no 8 Z( � C) needed. V OR LESS fid COMMON IV'D.C.FIFELD HVAC SYSTEM NOTES WALL LEGEND 9).Unless otherwise oatetl,all roofs and wallsmhaveaminimum 112"thick,4-ply Flr 1).Mechanical subcontractor is responsible far arlhearing to all applicable codes antl Safely NOTES: W CDX exterior sheathing grade plywood.Plywood to cowar over plates and headers requirements THESE NOTES ARE ONLY TO BE REFERRED TO IF �, •J 10) Unless otherwise noted use 314"Nick TBG PTS Fir or Advantach plywood sub0oor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY NEW WALLS II at _ adhered vnth PL40G adhesive and screwed to floorjoists Finished floor to be installed equipment supplier, TCO r, GJa over subteen as per manufacture's Instructions 1) Nabmg requirements are based on wall shemhingg EXISTING WALLS 4, p� nelled 6"on-center at panel edge If wall shmehang Q it 3) HVAC anemometer to provide Oral system layeun tlrawing and submit ft to the General '.,, FT 0 11).All bathroento.stoo ha ill"thick k type -re Ali (the, ire of wildingd shered led 3"on-ten sestlhe panel quiremnts for oblalnhiggher WALLS TO BE REMOVED C cattle sand overfumace co have 516",hickt a-x sheelmck.All other rts ofhulMin Contractor and owner im foal reviewand approval shearca ices,nailln requirements forsWduml g yp pa g pec g q to have regular ill"sheelrock.All walls to be taped and finished. ELECTRICAL NOTES: members sh shear plates, he s,shall be usedalternate to m runnedordI, such as shear plains,shall be used co maintain Toad I path. 12) A11 roof with a such less than 4'12 shall be installed with an Ice b Water harder on 1).All electoral to be Installed as per N.V.S.Residential Conservation Cade approver)equal Flat ria(roofsover be applied with a Flberglas base sheet WIN an EPDM 2) When well sheathing Is congruous over co e geared torch down type material over 2) All electrical work shall be approved by a qualified Underwriter memhers,the tabulated number of nods shall be pemmltted to he reduced lot-ISri nail per fool 13).Malted with ad ad msketan concrete ter lobe pressure proed.eBill qual. to of Install Smoke dtialCosand Carbon Monoxide deledws throughout as per section R317 he installed wlch a foam sill gasket and cop-r-lex termite shield or approved equal. of N Y 5 Residential Construction Cotle. u. O W IDa