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HomeMy WebLinkAbout30739-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31134 Date: 08/23/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1645 BAYVIEW AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 6 Lot 34 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 29, 2004 pursuant to which Building Permit No. 30739-Z dated OCTOBER 29, 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 PORCH, REAR STOOP AND ONE CAR GARAGE UNDER AS APPLIED FOR. The certificate is issued to BADENCHINI REALTY ASSOCIATES LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0018 08/22/05 ELECTRICAL CERTIFICATE NO. 2056117 08/15/05 PLUMBERS CERTIFICATION DATED 08/22/05 CHARLES SANDERS Authorized Signature Rev. 1/81 Form to.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 1%lead. 5. Commercial building, industriaf building,multiple residences and similar buil ' d installations, a certificate of Code Compliance from architect or engineer responsible for the building. jl 6. Submit Planning Board Approval of completed site plan requirements. Al le B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildQ6ndDe1xL?a1j'lana'J10 es: 1. Accurate survey of property showing all property lines, streets,building and u natural or topograpl� S 2. Aaproperlycom leted application and a consent to F.', `-- il ep----_.._y p pp inspect signed by the appl a fic�tp,ofjgccup cy 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. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy Residential$15.00, Commercial$15.00 Date. New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: + b �. y U'l e"J no Ct House No. Street Hamlet Owner or Owners of Property: l�C-n z i 140,-Y1 'e S In C Suffolk County Tax Map No 1000, Section d G Block D Lot 3 / Subdivision Filed Map. iLot: Permit No. U 3 9 Date of Permit.�ac�Lam/ Applicant: IJ rn d E n chi tl t Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: the k one) Fee Submitted: $ L-0 3 t� ApplicalTigtdture 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. 30739 Z Date OCTOBER 29, 2004 Permission is hereby granted to: REALTY BADENCHINI 37 COUNTISBURY AVENUE VALLEY STREAM,NY 11580 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA WAIVER OF MERGER #4828 at premises located at 1645 BAYVIEW AVE MATTITUCK County Tax Map No. 473889 Section 106 Block 0006 Lot No. 034 pursuant to application dated OCTOBER 29, 2004 and approved by the Building Inspector to expire on APRIL 29, 2006 . i Fee $ 677 . 40 Aut ri ed Signatur ORIGINAL Rev. 5/8/02 UWj Fax(516)765-1823 Town Halt, 53095 Main Road Cn Telephone(516)765-1802 P. O. Box 1179 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N DATE Q ' 0S-- Building Permit No. 0 17 3 Le owner: ACAD2, 4brner I r) v (please print) e_ll— Plumber: xlc'h'ke 0 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. FREDERICK J.NAPOLITANO NoteP Cubit,01 StatNAe w 0 of N Y rk N( No. =l� Ou In Suffolk County umber signature) Commission Expires March 24, � (Sworn to before me this ii day of 0 -i-q- JT County Notary Public, MEMO== �� co 5 BY THIS CERTIFICATE OF COMPLIANCE THE S S NEW YORK BOARD OF FIRE UNDERWRITERS 5 S ERWRITERS 5 5 40 FULTBON SIRE OF ELECTRICITY S 5 YORK, NY 10038 c5 SCERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by 5 c5 5 SFULTON ELECTRIC INC. *MANZI HOMES 5 61 WINDSOR PLACE 1645 BAYVIEW AVE c5 S CENTRAL ISLIP, NY 11722, MATTITUCK, NY 11952 S S 5 5 Located at 1645 BAYVIEW AVE MATTITUCK, NY 11952 SApplication Number: 2056117 Certificate Number: 2056117 S 5 eS 5 Section: 106 Block: 6 Lot: 34 Building Permit: 30 7 39Z BDC: ns11 5 5 SDescribed as a Residential 1800-2399 suare ft. occupancy, wherein the premises electrical system consisting of rj Selectrical devices and wiring, described below,located in/on the premises at: 5 SSBasement,First Floor,Second Floor,Attached Garage,Outside,Attic, c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and. Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 15th Day of Name � Rate Rating Circuit TYPE August,2005. 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes SService Disconnect: 1 200 cb S Meters: I rj 5 S 5 S 5 5 5 S 5 5 5 5 S 5 5 5 seal 5 5 S 2 of 2 S S This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. s n ommiew Oil 5 O c� BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD F FI 5 S O RE UNDERWRITERS 5 BUREAU OF ELECTRICITY ( (4, 40 F �ULTON STREET � NEW YORK, NY 10038 � 5 5 . SCERTIFIES THAT S 5 Upon the application of upon premises owned by S 5 c5 5 SFULTON ELECTRIC INC. •MANZI HOMES 5 61 WINDSOR PLACE 1645 BAYVIEW AVE S SCENTRAL ISLIP, NY 11722, MATTITUCK, NY 11952 5 5 Located at 1645 BAYVIEW AVE MATTITUCK, NY 11952 5 �5 5 `—j Application Number: 2056117 Certificate Number: 2056117 S 5 S Cj Section: 106 Block: 6 Lot. 34 Building Permit: 307392 BDC: ns11 5 e 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 7Cj C electrical devices and wiring, described below, located in/on the premises at: S S S Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, c� 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 15th Day of August,2005. 5 Name OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 Sensor 7 0 Smoke 5 Appliances and Accessories S 5 Dish Washer 1 0 1.2 KW 5 5 Furnace 1 0 Oil 5 Pump Motor 1 0 1 H.P. S Air Conditioner 1 0 50 Amps 5 5 Wiring and Devices Outlet 35 0 Fixture C, 5 Fixture 35 0 Incandescent 5 Cj Outlet 74 0 General Purpose Receptacle 47 0 General Purpose S 5 Switch 29 0 General Purpose 5 5 Paddle Fan 1 0 5 5 Receptacle 1 0 20 amp Laundry 5 Disconnect 1 0 60 amp Air Conditioner seal 5 Receptacle 8 0 GFCI �+ Continued on Next Page I of 2 5 S 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. S 0 AUG-12-2005(FRI) 12; 35 1093 Pulaski (FAX)631 727 7713 P. 001/001 August 12,2005 Town of Southold Building Department Town1HaII Southold,New York, 11.971 Re: 1645 Bayview ave Mattituck, Permit #30739z To whom it may concern: My name is Robert Buckingham, I am the future homeowner of the house at 1645 bay view Ave, Mattituck. I am writing to you to state that I will be doing the walkway at the said location. I will make sure that all ground level risers are equal to the rest of the steps. Thank you for your attention on this matter Thank you, 1/ Robert Buckingham JEFFREY T. BUTLER, P. E. PO Box 634 BHOREHAMV NEW YORK 1 1 786 63 1 -208-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS July 1, 2005 Town of Southold Building Department Re: Bayview Road Permit # 30739-Z Dear Sirs: Please note the following concerning this application: • I have inspected the framing over the circle top window and I find that it meets or exceeds the load requirements as outlined in the Residential Building Code of NYS Please call if you should have any additional concerns about this application. NEI 4r erely, . Jef Butler, P.E. 7 --Lo JEFFREY T. B UTLERV P. E. 20 OVERHILL RD. SHEIREHAMI, NEW YORK 1 1 786 63 1 -208-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS March 18, 2005 Town of Southold 1 Ca Building Department Re: Bayview Road U� Permit # 30739-Z Dear Sirs: Please note the following concerning this application: • I have inspected the footings pursuant to the building code and find that the work conforms to the plan as filed with this application. • 1 have inspected the foundation and parching pursuant to the building code and find that the work conforms to the plan as filed with this application. • I have inspected the damproofing 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. incerely, Je ey T ,�,pF NEw C-0),`Q� � 9 � r cc Uj 07 493 R�FES SIC 05/24/2005 10:48 6317440032 MANZ'IHOMESINC PAGE 02 JEFFREY Tr BUTLER, F. E. 20 ovEwmILL RO. S140REHA4v NEw YORK 1 1 786 6 3 1 -208-8850 LICCMDEo PM-ArCOMIONAL ENGINEER Me"aER NATIONAL SOCIETY OF PROF93510NAL ENGINEERS May?,200s Town of Southold Building Department Re: Sound Ave Permit#30618-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. pf NES PAY T ear y��Q cerely, ;rte _ 7e utler,P.E. °QAA 07349` NO �fFSSI 3 0 73 7 Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l"-ae� fE7, VL AZ9:&::k Lb- DATE s� �� d's INSPECTOR '� o""" • '��2� 0f SOpjyo6 © 7,3 � �- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: " yta� _o,4� _oolx� g4- DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 21ND [�]NSULATION [ ] FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 8 �"'� INSPECTOR��� OF SOG� 3 ° 739 TOWN OF SOUT110LD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION �2 [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR � 'i� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ��ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' ` ° u 76;?t7 DATE �' / ` �� T INSPECTOR �s " •-!7�- Of SOUjy�� 3 ® 73 9 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:LJL�--L� d DATE �����0 INSPECTOR f4f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ] ROUGH PLBG. ] FOUNDATION 2ND ] INSULATION FRAMING / STRAPPING FINAL 16e ", FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: 0 !ft:2ev— Lfia— DATE - INSPECTOR,����� I I • � • � COMMENTS FOUNDATION(IST) MR FOUNDATION(2ND) ROUGH ���'✓:.�i�r. Lam!//�L t_a 13 I i.iii 0, X =- IINSULATIONprow STATE ENERGY CODE �ILss�r.Ii�ir ... s - -- - �_ • I i _ AW Wd ADDITIONAL • 1 I v . ...a� .ua a•aauilil�A1V1V 1..1.11.\.1\LW1 uu1L,U1NU llLl'AR'11VIEN'1' TOWN IIALL Do you have or uccd tic following, bctorc applying SOUTHOLD, NY 11971 Board of flallth TEL: 765-12302 3 sets of'1.3ui1diut,,flans t/ Survey---- 1' PERMCh IT NO. 0 _ / eck Scptic Foran .1'.S.D.E.0 Lxalnincd I° 2' / 1'nlstccs —.-. . _ > �0 Contact: Approved 2 ,20 I /� Mail to: AAt"e {1 e Ile 4,ojfec Disapproved ale Phone: ?y.l - /03 t 't i Building Inspc 2 92004 1'PLICATION FOR BUILDING 1'ERA,11 ' INSTRUCTIONS ------ - it. This application MUST be completely filled i1r by tyl)ewritcr or in ink and subnlitted to the 13uildint; 111spCctor w](11 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings 01n prenniscs, relationship to adJOlnlrlg pl"CI111sCS or hul)lic slrccts „r areas, and waterways, c. The work covered by tlus application may not be coinlnenccd before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant, Such a penult 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 a Certificate of Occul)a11( is issued by the Building Inspector. APPLICATION IS HER-BY MADE to the Building Department for the issuance of�Building Pcrnut pursuant to lie Building Zone Ordinance of the Town of Southold, Suffolk Cownty,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 agrcCs to comply with all applicable laws, ordirlaiices, building code , o sung code, ;aid regulations, and to ad,,,, authorized inspectors 011 prcnniscs and in building for necessary inspections. ngnalurc of aplicant or nannc,if a corporation) -0 7Ca RC--,--UX Pp in 4 (Mailing address of apl 'cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or.builder Name of owner of pr'c.miscs t�z l 'ryl Es n LLk (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. Pluinbcrs License No. 31 q _ rn P 3 O y Electricians License No. Other Trade's License No. 1. Location of land on winch proposed work will be done: House Number Strect Hamlet County Tax Map No. 1000 Section_ p (_ Block 6 Subdivision — tot y , Filed Map No. Lot (Name) itate existing use and occupancy of premises and intended use and occupancy of proposed construction:' a. Existing use and occupancy \ ox Qr� A-t 01" b. Intended use and occupancy r\Q v-eN,l ( U sJ,6P n r e Nature of work(check which applicable): New Building ✓ Addition_ Alteration _ Repair Rcinoval Demolition Other Work (Description)_r Estimated Cost `/6 O coo. v Fee (to be paid on filing this application) If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front _ _ Rear__ Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Real- Depth earDepth Height Number of Stories -Dimensions of entire new construction: Front 36' S f" Rear 39 ' F " Depth' .2F Height Number of Stories Size of lot: Front L/ O —Rear— f I/C) Depth cQS 1.Date of Purchase Name of Former Owner Zone or use district in which premises arc situated :. Does proposed construction violate any zoiung law, ordinance or regulation: ►. Will lot be rc-graded Will excess fill be removed from premises: YES NO k Names of Owner of remises t ' Address�-a go 7oat Phone No. t.J - 2V -/U.7!2 Name ofArchitec:30 �� er Address?,' i3oi' by ?hone No Gjl - ao1- Name of Contractor Kkaxz`, IA�rn-e-j Address Pry 0-v ?cry Phone No. 6.31- 7 YY=/Ci3 S i. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 5.Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: :OUNTY OF being duly sworn, deposes.and says that(s)he is the applicant (Name of individual signing contract) above named, ;)He is the l 71 C P PSS i C1P/,\ (Contractor, Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; tat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be crformed in the,manner set forth hi the application filed therewith. worn to before me this da of tX-Fa6-r- 20 a q VP Notary Public Signa a of Applicant FREDERICK J.NAPOLITANO Notary Public,State of New York Fieg.No.01 NA6089519 Qualified in Suffolk County Commission Expires March 24,�b O t' . f Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Butler Engineering Files\Job Files\Manzi\2004_jobs\040117-Buckingham\energy.rck TITLE:Proposed Buckinham Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/13/04 DATE OF PLANS: 10/12/04 PROJECT INFORMATION: Bayview Avenue Mattituck,New York COMPLIANCE:Passes Maximum UA=430 Your Home UA=392 8.8%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 1002 30.0 0.0 35 Wall 1:Wood Frame, 16"o.c. 2520 13.0 0.0 183 Window 1:Vinyl Frame:Double Pane with Low-E 244 0.490 120 Door 1: Solid 42 0.490 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1002 30.0 0.0 33 Boiler 1: Other(Except Gas-Fired Steam),85 AFUE 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 area knowledge,belief,and professional judgment,such plans or specifications are in c m Nance wi Builder/Designer NEN Date c L� W;. X �, REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 10/13/04 TITLE:Proposed Buckinham 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-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.490 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam),85 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. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. 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. 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. Duct Construction: [ ) I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. 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. 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. 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 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. i 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) COMPL, AINT REPORT : NAME ????? DATE 3/2/05 ADDRESS PHONE# .oft HOW RECEIVE)), TEL xx MAIL IN PERSON LOCATION OF COMPLAINT 1645 Bayview Ave. iiatt�tuck & 2827 Coa Neck Rd. Nlattituck NATURE OF - COMPLAINT Mining .soil - Removing soil from TK 106-6-34 6' Putting it.on Tij 1,13-8-7.7 (2827 Cox Neck Rd.) ASSIGNED TO CQGGillen INSP. DATE 3 5 REMARKS 7 ACTION TAKENJe FILE #(IF APPLICABLE) RE-INSP DATE j ���^ FORM NO. 3 NOTICE OF DISAPPROVAL DATE:May 19, 2004 TO: Joseph Manzi for Badenchini Realty P 0 Box 2003P 0 Box 702 Rocky Point, NY 11778 Please take notice that your application dated May 19, 2004 For a permit for construction of a single family dwelling at Location of property: 1645 Bayview Ave., Mattituck County Tax Map No. 1000 - Section 106 Block 6 Lot 34 Is returned herewith and disapproved on the following grounds: The subject lot has merged with adjacent lots to the north(SCTM#106-6-31) R the east (SCTM#106-6-35) pursuant to Article II Section 100-25 which states: " A. Merger A nonconforming lot shall merge with an adjacent conforming or non- conforming lot. which has been held in common ownership with the first lot at anv time after Julv 1. 1983. An adjacent lot is one which abuts with parcel for a common course of fiftv (50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE:May 19, 2004 TO: Joseph Manzi for Badenchini Realty P O Box 2003P O Box 702 Rocky Point,NY 11778 Please take notice that your application dated May 19, 2004 For a permit for construction of a single family dwelling, at Location of property: 1645 Bayview Ave., Mattituck County Tax Map No. 1000 - Section 106 Block 6 Lot 34 Is returned herewith and disapproved on the following grounds: The subject lot has merged with adjacent lots to the north(S CTM#106-6-31) &the east (SCTM#106-6-35)pursuant to Article II Section 100-25,which states: "A. Merger A nonconforming lot shall merge with an adjacent conforming or non- conforming lot,which has been held in common ownership with the first lot at an time after July 1, 1983. An adjacent lot is one which abuts with parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." Authorized Signature Reda's Attorney Service Inc. 70 Osborne Avenue M4 Sinai, NY 11766 (631) 331-0700 Fax (631) 474-0592 VARIANCE SEARCH COUNTY OF SUFFOLK) ) ss.. STATE OF NEW YORK) RICHARD B. REDA,being duly sworn, deposes and says: That he resides at 70 Osborne Avenue, Mt. Sinai,New York and is over the age of 21 years and that he is the Operation Manager of REDA'S ATTORNEY SERVICE INC. Reda's Attorney Service Inc. is a New York Corporation. That under his direction,title was examined to the parcels of land described herein. The said examination,dated May 14,2004, discloses a chain of title to determine,, if any contiguous property was owned by an owner of the property involved since the j date of any previously applicable Zoning Ordinance as of April 23, 1957. This affidavit is made to assist the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Town of Southold will rely upon the truth thereof. Attached is an Errors &Omissions Liability policy solely in the performance of title abstraction services which is in full force from 9/10/03 to 9/10/04. REDA'S ATTORNEY SERVICE INC. Ric and B. Reda Operations Manager Sworn to before me this 15th day of May,2004 MARGARETREOA Notary Public,State of New YOM No.52-3109760 QuaEfAd M Sufloik cour>ty ERRORS AND OMISSIONS LIABILITY POLICY AQP 0024260 FOR MISCELLANEOUS BUSINESS CLASSES STOCK COMPANY THIS IS A CLAIMS MADE POLICY DECLARATIONS E6P0022883 RENEWAL OF NUMBER TUDOR ITEM 1. INSURED AND ADDRESS INSURANCE COMPANY REDA'S ATTORNEY SERVICE, INC. Imo,NEW HAMPSHM 03431 70 OSBORNE AVENUE MT. SINAI, NY 11766 ITEM 2 POLICY PERIOD 12:01 AM,standard time at the address FROM: 9/10/03 TO: 9/10/04 stated in year herein 77 IT 3: PROFESSION SOLELY IN THE PERFORMANCE OF TITLE ABSTRACTING SERVICES ITEM :.LIMfT OF LIABILITY'(nclusive of Defense Costs, Charges, and Expenses) $ 250,000 ITEM 5: DEDUCTIBLE(Applicable to Each Claim} $ 2,500 ITEM 6. PREMIUM $ 2,100.00 $0 PREMIUM FOR COMPLIANCE WITH TERRORISM RISK INSURANCE ACT OF 2202 w ITEM 7 RETROACTIVE BATE >` 9/10/90 ITEM.8 POLIGY FORM AND ENDORSEMENTS ATTAGHEfl AT>INCEPTION EOP(Ed.10/02), TU5, TU 3, TU EOP 10A, TU 2Z(, AU50F E5iYIT88V-Y• INSUFANEDECO-.- REG. #107; THE LIMITS OF LIABILITY TAINED Iii DOLT C Y M-AY BE REDUCED BY I'1'- DEFENSE '1'_DEFE SE COSTS; LEGAL DEFENSE COSTS YA-- The declaration page and endorsements and/or forms listed a n itt e6ereto"toge der with the completed and signed application shall constitute the contract between the Insured and the Company. Furthermore, coverage provided hereunder is specifically limited to the Insured's profession, as shown in Item 3. Countersigned: 07501 -All Risk/CESI, LLC. By FRANKLIN LAKES,NJ 9/17/03 10 00 i n 6 0 06,06 000 t �(CD t 30 J 145 J 1 O 32-- 15 lam\ �',.'•'^ f- 155 - �`,��i^\4i ria) + r. C`t }� •� 12� ,' J',t -'�"�'"'�+-Nrt°i` �„/ fit\� �,-? ✓ .•-., � i / _���— t�;t" 1 .-"`-� J DESCRIPTIONS PARCEL"X' 1000-106.00-06.00-034.000 (SUBJECT PROPERTY) ALL that certain plot,piece or parcel of land, situate,lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York,known as and by part of Lots Nos. H and I on a certain map entitled,"Map of Shore Acres, situated at Mattituck, Town of Southold, Suffolk County,New York,which said part of lots which taken together as one parcel are more particularly bounded and described as follows: BEGINNING at a point on the northerly side of Bay View Avenue distant 210.84 feet easterly from the easterly end of a curve which connects the northerly side of Bay View Avenue with the easterly side of North Drive; RUNNING THENCE North 00 degrees 16 minutes 00 seconds West 216.13 fgpt; RUNNING THENCE North 89 degrees 44 minutes 00 seconds East 95.23 feet; RUNNING THENCE South 1 degree 00 minutes 10 seconds East 213.97 feet to the North side of Bay View Avenue; RUNNING THENCE South 88 degrees 55 minutes 50 seconds West along the northerly side of Bay View Avenue 100.00 feet to the point or place of BEGINNING. PARCEL"B"(ADJOINING NORTH) 1000-106.00-06.00-031.000 PARCEL"C"(ADJOINING EAST) 1000-106.00-06.00-035.000 PARCEL"D"(ADJOINING WEST) 1000-106.00-06.00-033.000 PARCEL`B"(ADJOINING SOUTH) Bay View Avenue x _ RICHARD B. REDA Sworn to before me this 15th day of May,2004 A4" MARGARETREDA notary Public,State of New Yod< No.52.3109760 Qualified in Suffolk County Ex: as CHAIN OF TITLE FOR PARCEL "A" 1000-106.00-06.00-034.000 1. Winoba Corporation Dated: 9/11/53 to Recorded: 10/28/53 Louis Albert Ziegler Liber: 3603 Page: 11 Ethel G. Ziegler Suffolk County Surrogate Court records show Ethel G. Ziegler died 11/22/67, File No. 1573P67. Premises now held by Louis Albert Ziegler, surviving tenant by the entirety. 2. Stephen F. Griffing Jr., as executor Dated: 6/11/85 of the L/W/T of Louis Albert Ziegler Recorded 8/13/85 to Liber: 9849 Page: 580 Dorothy A. Byrne Suffolk County Surrogate Court recors show Louis Albert Ziegler died 12/11/84, File No. 15P85. 3. Dorothy A. Byrne Dated: 12/15/86 Recorded: 1/3/86 to Steven P. Sanders Liber: 9948 Page: 245 Albert Schwartz 4. Steven P. Sanders Dated: 8/29/86 Albert Schwartz Recorded: 9/12/86 to Liber: 10121 Page: 581 Robert N. D'Urso l Richard Overhuls 5. Robert N. D'Urso Dated: 11/13/2000 Richard Overhuls Recorded: 11/27/2000 to Liber: 12086 Page: 845 Michael DeLuca Juliet DeLuca, his wife 6. Michael DeLuca Dated: 12/5/2000 Juliet DeLuca Recorded: 2/14/2001 to Liber: 12102 Page: 387 Luigi Badenchini 7. Luigi Badenchini Dated: 9/18/2002 Recorded: 11/13/2003 to Badenchini Realty Associates, LLC Liber: 12283 Page: 648 LAST DEED OF RECORD x CHARD B. REDA Sworn to before me this r; 15`h day of May, 2004 CHAIN OF TITLE FOR PARCEL "B" 1000-106.00-06.00-031.000 1. Anna Thalen Dated: 5/12/44 to Recorded: 5/15/44 Louis A. Ziegler Liber: 2358 Page: 89 Ethel G. Ziegler,his wife 2. Winoba Corporation Dated: 9/11/53 to Recorded: 10/28/53 Louis Albert Ziegler Liber: 3603 Page: 11 Ethel G. Ziegler Suffolk County Surrogate Court records show Ethel G. Ziegler died 11/22/67, File No. 1573P67. Premises now held by Louis Albert Ziegler, surviving tenant by the entirety. 3. Louis Albert Ziegler Dated: 9/30/70 to Recorded: 10/14/70 John A. O'Keeffe Liber: 6822 Page: 406 4. Esther Alida O'Keeffe, as executrix of Dated: 4/22/81 the L/W/T of John A. O'Keeffe Recorded: 4/27/81 to Liber: 8994 Page: 158 Dorothy Byrne Suffolk County Surrogate Court records show John A. O'Keeffe died 6/14/80. File No. 1055P80. Deed conveyance is made in consideration of carrying out the provisions of a Nominee Agreement in which the deceased was the nominee. Grantee holds title as agent for Louis A. Ziegler; purchaser is agent of Louis A. Ziegler for zoning purposes. 5. Stephen F. Griffing Jr., as executor of Dated: 6/11/85 the L/W/T of Louis Albert Ziegler Recorded: 8/13/85 to Liber: 9849 Page: 580 Dorothy A. Byrne 6. Dorothy Byrne a/k/a Dorothy Z. Byrne Dated: 12/16/85 to Recorded: l/_3/86 Carl Oswald Liber: 9948 Page: 241 7. Carl Oswald Dated: 9/18/86 to Recorded: 9/29/86 F. Lynn Curlee Liber: 10134 Page: 301 John D. Martin (-Continued-) X el") PACHARD B. REDA Sworn to before me this 15`h day of May, 2004 : = CHAIN OF TITLE FOR PARCEL"B" 1000-106.00-06.00-031.000 (-Continued-) 8. F. Lynn Curlee Dated: 3/6/89 John D> Martin Recorded: 3/20/99 to Liber: 10819 Page: 385 Bridget Montifiore 9. Bridget Montifiore Dated: 11/23/98 to Recorded: 12/4/98 Elaine Benedict Liber: 11932 Page: 376 LAST DEED OF RECORD r .�/ � k" CHARD B. REDA Sworn to before me this 15`h day of May, 2004 CHAIN OF TITLE FOR PARCEL "C" 1000-106.00-06.00-035:000 1. Winoba Corporation Dated: 9/11/53 to Recorded: 10/28/53 Louis Albert Ziegler Liber: 3603 Page: 11 Ethel G. Ziegler Suffolk County Surrogate Court records show Ethel G. Ziegler died 11/22/67, File No. 1573P67. Premises now held by Louis Albert Ziegler, surviving tenant by the entirety. 2. Louis Albert Ziegler Dated: 9/30/70 to Recorded: 10/14/70 Dorothy Kamp Ziegler Liber: 6822 Page: 410 Suffolk County Surrogate Court records show that Dorothy Kamp Ziegler died 3/2/78, File No. 9068P78. Under the Last Will & Testament Louis Albert Ziegler takes title to property as residuary devisee. 3. Stephen F. Griffing Jr., as executor to Dated: 6/11/85 the L/W/T of Louis Albert Ziegler Recorded: 8/13/85 to Liber: 9849 Page: 580 Dorothy A. Byrne 4. Dorothy A. Byrne Dated: 12/16/85 to Recorded: 1/3/86 Nicholas Johnnidis Liber: 9948 Page: 249 5. Nicholas Johnnidis // Dated: 8/28/86 to Recorded: 9/12/86 Robert N. D'Urso Liber: 10121 Page: 577 Richard Overhuls 6. Robert N. D'Urso Dated: 6/30/88 Richard Overhuls Recorded: 8/18/88 to Liber: 10671 Page: 585 Charles B. Allen Valerie Allen,his wife 7. Barry H. Feldman, Esq., referee Dated: 9/14/93 to Recorded: 10/7/93 Donald Williams Liber: 11647 Page: 285 Kathleen Williams LAST DEED OF RECORD x ICHARD B. REDA Sworn to before me this 15'' day of May, 2004. • CHAIN OF TITLE FOR PARCEL`.`D" 1000-106.00-06.00-033.000 1. Winoba Corporation Dated: 9/11/53 to Recorded: 10/28/53 Louis Albert Ziegler Liber: 3603 Page: 11 • Ethel G. Ziegler 2. Louis Albert Ziegler Dated: 11/4/61 Ethel G. Ziegler, his wife Recorded: 11/20/61 to Liber: 5083 Page: 485 Marie T. Hendrickson 3. Marie T. Hendrickson Dated: 6/30/77 to Recorded: 7/11/77 Gerald Bravata Liber: 8266 Page: 471 4. Gerald Bravata Dated: 7/12/79 to Recorded: 7/19/79 William McDermott Liber: 8661 Page: 473 Laurie D. McDermott 5. William McDermott Dated: 8/26/82 Laurie D. McDermott Recorded: 10/25/82 to Liber: 9260 Page: 434 Laurie D. McDermott 7. Laurie D. McDermott Dated: 1/17/84 to Recorded: 1/25/84 Steven R. Sweeney Liber: 9501 Page•-441 Kim Sweeney,his wife LAST DEED OF RECORD x CHARD B. REDA Sworn to before me this 15th day of May, 2004 C) ' CHAIN OF TITLE FOR PARCEL "E" Bay View Avenue—Dedicated Street—Town of Southold X RICHARD B. REDA Sworn to before me this 15th day of May, 2004 A PP&LS BOARD MEMBERS Su�Faur�, Southold Town Hall Cterard F.Goehringer,chairman :9 53095 Main Road James 1]inizio,Jr. a P.O.Box 1179 Lydia A.Tortaxa p:. Southold,New York 11971 Jr�:� Lora S.Collins pSBA Fax(631)765-9064 Cre� ge Hoctring . '1►� Telephone(531)76571849 BOARD OF.APPEALS 'Z'MN OF SOUTHOLD FIN"DiNOd,0etI%ktj6 kS aii&OE&ERNEII iT10N . . `�Ih�"Ihi1;:F1�167��`TCf�)=R;6�g000 . • Appl.No.4528- DURA B�FO�/ Rw�Jt:S.:;•7400=1066-36.(ta>ynmet+�e:from 34) Skive-am Loc abon.. 11'345 Bayvlei!u AVeriue;,Patt of tdS.i'q: !l',�*0 4t.8hom.Acm, Matt Uck Date of public.Hearing:: Septernbet 14,2000 F_INgMGS OF FACT ' AAARcarrW property is shown on the 1.914 Map of Shoe Acres,as part of Lot H and part of1ot•1, and.is-ldentified,on tlhe Suffcik•County Tax Map.•as parcel 1000-106.6-•34.. A February 15, 2000 survey has been submitted showing a proposed house. The lot is'unimproved and contains 20,946 .sq, ft,, 'with •100- feet of frontage on Bay :View Avenue and a depth of approwrnatelyr 216 feet. The adjohling:Ipt.ia the,eat, SM1000-105-545, is improved with a dwelling and coritifns�24,142 sq.fL wig 120 feet of frontage on-Bay.View Avenue. BASIS OF APPEAL; Building Inspector's May-8' 2000 Notice of Disapproval which states that the subject lot ( 34) has merged with the adjacent 10t(#35) pursuant to Code section 100-25A,whichr prcides th$t a nonconforming lot shall merge with an adjacent lot'held in camrrtdn'ownensiiip at any time after July 1;.4983. REI.EF'&Q iE9,=.Applicants request waiver of the merger of Ibt-Uwith lot 35,as provided for in Code Section 100,28. ! ! REASONS EOR-BOARD AcmON DESCRIBED E1M.- On the basis of testimony pmserded, materials submided and personal inspection,the Board makes the fall cwvirtg Wings: (1) .under the provisions of Code section 100-25A, merger of lots 34 and 35 occumad on .tune 11, 1985, when title to both passed by inheritance to Dorothy A. Byrne. On December 16, 1985,.DorotfiyAA Byme sold lot 34 to S.,Sandem.and A. Schwartz, and lot 35 too N.Johnnidis. On August 29,:1986,•by.!separate deeds;applicants purchased lot 34 from Sarrclets and Schwartz and lot 35 from Johnnift' On Afrib.30, 1988,•applicants sold lot 35 to C. and•V Allen;applicants have continued to awn lok;34. Thus,the periods of common ownership of lots 34 and 36, after July 1, 1983, are June 11 through December 16, 1985 (Dorothy A. Byrne) and Augur 29, 1986 through June 30. 1988•(applicants). . (2) C. and V.Allen,who purchased lot 36 in June 1988,obtained a building permit at that Vine and bu11t a home on the property. There is no retard of any question of lot merger being raised at that time. (3) Applicants purchased lots 34 and 35 In August 1986 as an investment. They paid $63,000 for lot 34 acrd$67,000 for lot 35. They-sold lot 35 in 1988 for$100.000. Lot 34 is curmntly. under contract to sell for$43,000. � I Page 2:--OCtaber 5,2000' App1:.No.4828=1L D'Urso&ano: 1000-106-6-35(and 34) (4) •The formal merger statute,:Code section 10025, was enacted tri-November 1995 but relates to common ownership at any time after July 1, 1983_ In 1.988, when applicants sold lot 35'ands•the purchasers.received a building permit,.the question 'of merger did not arise. The common ownership of:the two lots ended at that time. The attorney for applicants' contract vendee.°testified that'a review of building.permit files for .parcels in the:ar+ea.jn.ths•.perlod 1983-ION sh6Ned.ing evidence..of inquiry into the possible merger status(6f of, jots for which.building.,permits' were sought. We have- ho evidence about the consideration; surrounding.applicants' purchase of lots 34 and 35 in 1988, but we think it unlikely ti�at they would have;purthosed'if th's' understood that they were acquiring only one buildable lot (5) Waiver ofmerger will allow for construction of one-single-fam4 residence, which wilt not result in a significant increase in the density of the.neighborhood. (6) Lot 34 is owls of the smaller in rtiethe neighborhood, but its size js not seriously inconsistent with.the surrour trig pnip s. Vllaiver vYill n cbgn�e a io.t�that is'n:asohably consistent with others i,n the area. (7). Even-if the-merger i vWyed,-applicants.will.suffer a substantialss loon1wir investment lr 14 34.. `Failure to.waive the merger would result in a largar.loss, by leaving applicants wi#h an.unbuildable lot. (8) .I_ot;34:slopes%ipward from•the street.. To b.oild-uh KAII probably require•some leveling of'1and buttti'e`Board ntstes that file house:on lot35'.whichJts located well above street'level, seems not to have-required extensive cutting away of land, 'No evidence was f,• y lntroduced:to.indicate that•construcilon on lot 34 will have a detrimental effect on nearby environmental or flood areas. ' RESOLUTION.: -On'Motion offered by Member.Collins,seconded by Member Homing, it was RESOLVED, 6 GRANT-.the.waiver requested, VOTE OF THE BOARD:. .AY8S: Meri�bers Dnizio; Collins and Horning: NAY: Member Tortora (feels t1here1i 4 serious,0.(6blom witti•contours'wilich is a consideration and creating lot smatter thin.rnost'of-others in the aiia): .Abstained: Chairman.Goehringer. This Resolution was duly adopted 3-1. . J4 ZOif CHAIRMAN PRO TEM .r'i•1 DATE REVIEWED: to /x/04 APPLICANT: 'L� 5L (uv0%A!z'L DATE SUBMITTED: 160/04 SCTM# DISTRICT: 1,000, SECTION: 166 , BLOCK:� LOT: _SUBDNISION/ ADDRESS: on CITY: ZONING DISTRICT: -- CONFORMINGWO BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- ,INFO BP -Z/C/0 Z- , INFO /BP�-Z/C/0 Z-INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot rmognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after' REQ. LOT SIZE: 4OK- ACT. LOT SIZEz? t0REQ. LOT COV. >90 ACT. LOT COV. REQ. FRONT s{o PROP.FRONT / REQ SIDELo�3s ACT. SIDE .� REQ. REAR_ D PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: K).Q;,S jZ'h. ESTIMATED PROJECT COST:= t=T/ENGINEER: � WATER FRONT? Ilio DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALIH DEPT: or NO, (BED#): DTE: 3 /2�/�' PERMIT#:210-0`t~-001V TOWN SEPTIC RECEIPT Y or N NEW YORK STATE DEC: eiz>-DEc 9ni7s YES or DTE: _/ / PERMIT#: SOUTHOLD TOWN TRUSTEES: DTE _/_/_ PERMIT#: `'ITOWN ZONING BOA R,>4APPROVAL: S r 0 ,e,r DTE: 1p/ 61 ov PER?VIIT#: 6Y2Z TOWN PLAIN. BOARD//APPROVAL: YE o1® � DTE: /_/_ ERMIT#: TOWN HtSTORICALiPRE (SPLIA): YES i NEW YORK STATE CODE COMPLIANCE (SEE PAGEe . YE or NO NOTES: FEE STRUCTURE: FOUNDATION: 5Tp' SF FIRST FLOOR: I I l ?, SF SECOND FLOOR: _ SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 40 L (jb SF)- SF)=4l!tSF X$O=$ 'O+$ .�`J� +$ = $ 2. (-SF)- ( SF)= SFX$ =$ +$ +$ _ $ 3. (-SF)- ( SF)= SFX$ =$ +$ +$ _ $ 0 FINAL TOTAL: $ 394 NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 ✓ Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe_,/_ Frost Depth:36" Termite:M-H V Decay: S-M Design Temp: 11 Ice Shield Underlay:YES ✓ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERESCRIPTIVE FULL FRAMING DESIGN ELEMENTS. HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMB R SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE /N D*,*; SNOWQ/N SEISMIC: WIND�IN WINDOW AN .00R SCHEDULE: MIS" ATOT REQUIREMENTS(VIN l ES SS 5.7 SER!�1/N f ,� LI GHT 8°/ /N / VENT 4%. l NAILING/CONSTRUCTION SCHEDUI�$: �/N MEANS OF EGRESO- NVV PLUMBING RISER DIAGRAN�Y/N LOCATION OF FIRE P OTECTION EQUIPMEN /N TRUSS DESIGN: Y CERTIFICATION: Y ENERGY CALCS& TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) , Map of Parts of Lots H and I "Map of Shore Acres" /6 PADS EL. 22.0 Situated at Mattituck Town of Southold, Suffolk County,New York _�• 0,4,�w BR0/,11V District 1000 Section 106 Block 6 Lot 34 BROW/) S/LTY SAn/O Area=20,993 Square Feet EG �SM� P�o LOT -z- P10 3,5 V Pio Lf)T I \' Fsyeoil Plo LOT -T N LOT I -17 TF_ `'T BOR./NG 6Y WELD M/N.40 N N/c i J/�i 'L D G'ED.SC/ENC E nq ,vro GR. AV77R, \; wE N444- _ - ,- 40 32 Z 197- 1471 36 � leil 32 F - 30 h, y CP . © 9.107 9 zsry . a 1&,33 219 O _20 u1 Q 3 25.5 ANTHONY ABRUZZO R.L.S. // J / / / REGISTERED LAND SURVEYOR BH YV l 4-61 y� 1" , 1500 Hortons Lane Southold,New York 11971 _ o{ (631) 209-0676 SURVEYED: December 12, 2003 r ANY ALTERATION OR ADDITION TO THIS MAP 1S A VIOLATION OF SECTION 7209 /)tiiEL L/1,16 W11-11 WELL /SC_r FRJ, r F 67 OSEQ 56P17 ' SySJE;=k% OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. p THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. C-42P . Q¢ JELEVATIONS REFER TO THE FIVE EASTERN TOWNS TOPOGRAPHIC MAP,N.G.V.D. Scale; l" = W 1 ------------ Map of Parts of Lots H and I "Map of Shore Acres" 6R, 0f EL. 22,0 Situated at Mattituck e,P Town of Southold, Suffolk County,New York r _�• oARfC E31401✓/✓ SANDY zo,4°"•7(1610 District 1000 Section 106 Block 6 Lot 34 64j01N/✓ S/GTJK SANG Area=20,993 Square Feet /lf 89�4�f SOD "� 95.23 - Pfr G E BR✓WN F/NE i TO COAR.`i E S,4n%t7 (SW,� \a - SUFFOLK ` OUN'f' i',8- '-i OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUC-ION FOR A N P�o LOT Z \ ssNeo' P,o LOT T N P�o LOT I '/�' SINGLEF.AMIClRESIDENCEONLY RES, TEST BOR,//`✓" BY WTE, 6' p,,,,, Er: 'I_ 7 r n n 010 - O q - ooi � we44 noPr� N Mc <: ON�LG GEOSC/E /CE APPRO Ee , r �R �r�- /D�28/��a 3 .�.....Q wec FO AYIp u "JJ -I"ROOMS N44 I ECP nL i.iCcr i�f �u, �F: APPROVAL b �y- i I 1 Pfa LOT a m P�0 LD 2I� P�o LOT �1 I � e ., 41 26 23 -24 \\ \ J _12 --- A r - 20.0 m, Q-- -20 55' i -14 — tl. o S g8 S9"50 "/,v /00. 00 F ,< ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 914 Y1111 /l/ �". �kl`,,,,��"4�-',� a 1500 Hortons Lane Southold,New York 11971 (631) 209-0676 SURVEYED: December 12, 2003 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 DdI✓ELL 11V6 W/Tf! WEG /SO r FROM PROPOSED SEPl'L SY57E/49 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. / THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO THE FIVE EASTERN TOWNS TOPOGRAPHIC MAP,N.G.V.D. Scale: I" I i Xi°iF �o SURVEY OF PROPERTY BRIDCET YDNTIFIORI' P/0 LOT I -----_ ---- -_ SI T UA TED A T N 89'44'00' E DEED _ S 89044'00" E 95.23lv # MATTITUCK Cow- MON TOWN OF SOUTHOLD 15' IMIDE RICHT Old' WAY LEADINC TO NORTHIDRNE' ►. _ SUFFOLK COUNTY, NEW YORK j-- `ESE DEFT. — — — ! — wN Fs l;THOI_D S.C. TAX No. 1000- 106-06-34 `'4 I N SCALE 1 "=30' sHED SHM 31w. I FEBRUARY 2 2005 3 SHED I MARCH 15, 2005 FOUNDATION LOCATION P/0 LOT I 4.rE, P/0 LOT I I P/0 LOT I AREA = 20,989.95 sq. ft. el 0.482 ac. �I WOOD T — I RAMP 1 wA11 5.7'E. r,�W P/0 LOT H Nom_ �Z i �� 1. THIS PROPERTY IS SHOWN AS PART Of SOTS H � ION MAP OF SHOREACRES \� I ! FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JANUARY 3, 1914 AS FILE No. 41 — — W 2. DEED REFERENCES RE TO DEED BER 283 PAGE 648. _21j4' PEWS" WALL _ _34.5' WOOD- W rb UCTION) —WALL O E' n 5.9E. Q A4 FOUND SPOKE — 30.2_ — SPNtF 30.IY � O — 13.4' _21.5' CONCRETE 4.^ FOUNDATION m 2^ P/0 LOTH I Z � I FOUND P/0 LOT H Lal 11.4' 1 Lai PREPARED IN 11=RDANCE WRH THE MWAIUM Smw o O I 7.7 1 w BY THE RDS FOR.TITLE SURVEYS AS ESTAKSM APPROVED AND ADOPTED 3 O q I I I I I C) FOR SUCH USE BY NEW YORE( STATE LAND _ 0 ^ nl I I I TITLE ASSOCIATION. 8 ml of i of I O o � 0 FIV I I I I I o �o y Z NA-1 �'k,•o Z I I I I I N Q� P S 88.59'50" W 210.84' FOUND � CONC. MINI. 0- 'EDOE OF PAVEMETIT � N.Y.S. Lic. No. 49668 • e • • OF S 88'59'50" .W = ' 100.00' . , TO U'rHOR'z uIM SURVEY �TMTTM OR ADDITIONrr. C • n SECTION 7208 OF THE NEW YORK STATE �O m �+. ' •. a e V�• • e EDUCATION LAW. B AYV I E W AVENUE �5 Of TM OT NOT CONSIDBEARERED Lao Surveyor THE I" SURVE^rD" INKED SEAL OR EMBD6SED �. SHAu. NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS WOICATED HEREON SHALL RUN OIIL.Y TO THE PERSON FOR WHOM THE SURVEY IS PARM AND ON HIS 88*LF HE AGENCY AND title Surveys — Subdivisions — Site Plans — Construction Layout LENDING owh7uTION LISTED HEP40K AND TO TW HE LENDING 141451�- T ARE NOT RABLE. PHONE (631)727-2000 Fax (631)727-1727 OFFICES LOCATED AT AWIJHG AOMESS TME EXISTENCE OF R4 HTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD IF RNERHEAD, New York 11901 Riverhead, Now York 11901-0965 ANY, NOT SHOWN ARE NOT 65ik1 4TEED. 2 —012A NIOIF BRIDGET MONTIFIORE SURVEY OF PROPERTY , , P/0 LOT I SI T UA TED A T N 89'44'00" E DEED S 89'44'00" E 95.23' MATTITUCK FOUND CONC. MON' TOWN O F S O U T H O L D 15' WIDE RIGHT OF WAY-- LEADING TO NORTH DRIVE SUFFOLK COUNTY, NEW YORK M � — r S.C. TAX No. 1000- 106-06-34 T4 SCALE 1 "=30' RAME 3 H� :J�SHED FEBRUARY 2, 2005 3'W SHED MARCH 15, 2005 FOUNDATION LOCATION P/0 LOT I 4.7'E. P/0 LOT I P/0 LOT 1 AUGUST 1, 2005 FINAL SURVEY AREA = 20,989.95 sq. ft. 0.482 ac. n S.C.D.H.S. No. R10-04-0018 - ---- - -- LL- - -- - - --WOOD - - RAMP WALL 5 7'E. NOTE: w W P/0 LOT H N1. THIS PROPERTY IS SHOWN AS PART OF LOTS H do I ON w z MAP OF SHOREACRES Lt, w -4 R FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY p W �-4 ON JANUARY 3, 1914 AS FILE No. 41 2 A w 2. DEED REFERENCES ARE TO DEED LIBER 12283 PAGE 648. WOOD RETAINING WALLS WALL O ti SUFFOLOC COUZ4 Y DEPARTMENT OF HEALTH SERVICES �3 ry) WOOD 3 6 5.9•E. q APPROVAL O F CNSTa TED WORKS FOR STOOP tl F�Y CE Cfir. CANTILEVER 30.2FOUND FOUND SPIKE Datqkl 16 2 2 AM H.S. Rd.No. j og- �S n� SPIKE 28.3' n Tha Gal.Yage di..,c oul and I.n!sr su^piy fa.^?lities at this Imlon have bun , O2 STORY 4.4 _ 30.2' ir4xftd' mer e• ditme ;.a,tzs Ca rtnent or oer agendasendas ad ound 10FRAME HOUSE CHIMNEY N bit sat+slactOry F-"" 't . . 13Ef7r�U0MS. P O LOT H � P/D LOT H x, t / --- Lil 29.0' 16.4' 11.4' FOUND L.J ' `�" `'� PR RED IN ACCORDANCE WITH THE MINIMUM SPIKE o 9.3' a w OVE _28.3' _ �r,��'� E P a1 'e7?b' i e,y Bile ♦ E .A LDS AS. AND APPROVED ANDTITLE SURVEYS AS STADOt DD O o WOOD ��. (PORCH) Vii vv of Fh�1�a�`o�`F�l a �R r�tZaQem@nt SUCH USE BY THE NEW YORK STATS;l D 3 CD o STEPS ASSOCIATION. Tt o n p0 3 �? 5?*O' �e ?p' 02 00 f ` o W I-- - / ��QH A tj o O 3 �� a �� O O �� Nh 143 Z = w 0U1 * , O a 0: < °p° p 10 W a9 dI FOUND S 88*5950" W 210.84' _ FOUND 3 CONC. MON. J CONC. MON. �j -- N _ • ° d° • EDGE OF PAVEMENT d N.Y.S. Lic. No. 49668 ND ? S 88059'50" W z • 1 00.00' ' - • UNAUTHORIZED IRVEY IS A°n VIOLATION OF • e n SECTION 72LA OF THE NEW YORK STATE JO ph A. ingegno EDUCATION IAW. COPIES OF THIS SURVEY MAP NOT BEARING / THE LAND SURVEYOR'S INKED SEAL OR B AYV I F W A `�T E N U E EMBOSSED SEAL SHALL NOT BE CONSIDERED L nd Surveyor TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS 13EHALF TO THE Title Surveys - Subdivisions — Site Plans — Construction Layout TITLE COMPANY. GOVERNMENTAL AGENCY AND nY LENDING INSTITUTION LISTED HEREON. AND To THE ASSIGNEES of THE LENDING INSTI- PHONE 631 727-2090 Fax 631 727-1727 TUnON. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 — -- — --- ----- — 25-012 TABLE R301,4 EIIITINIG�l TECTIONBT DE61GN CRITERIA •THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAUJING SET)* URAL PANELS MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) 1114, SEE WIND SUBJECT'TO DAMAGE FROM WINTER ICE SHIELD HEDULE ON GROUND SEISMIC FROST USE/ IN Tw5 sEr SPEED EXPOSURE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY WEIGHT FIRE AREA TYPE OF USE LIVE LOAD _ SNOW DESIGN LINE EXTERIOR BALCONIES 60 — LOAD (MPH) CATAGORY GATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION DECKS 40 SEE DETAIL SWEET FOR MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE • 33.2 pef EDGE ZONE • 25.6 pef FIRST FLOOR • 1002 5Q.FT, v PASSENGER VEHICLE GARAGES 50 HIGH WIND CONNECTION 45 pef 120 B G SEVERE 36" TO HEAVY MODERATE II YES FIRM MAPS 40 pef 10 pef INTERIOR ZONE = 16.6 pef INTERIOR ZONE • 19.9 pe R ' 290 SECOND FLOOR • 955 SQ.FT. TYPE V m ATTICS WITHOUT STORAGE 10 REQUIREMENTS ATTICS WITH STORAGE 20 _ S ROOMS OTHER THAN SLEEPING ROOMS 40 G SLEEPING ROOMS 30 STAIRS 40 CONT RIDGE VENT 4 GUARDRAILS AND HANDRAILS 200 CERTIFICATION OF NAILING & CONNECTIONS 12 UNDERWRITERS CERTIFICATE REQUIRED. D _ u � REQUIRED CONT RIDGE VENT - APPROVED AS NOTED - - —SY1�LL'.�_ B.P. v 30139 _- FEE:E'�i��- - - - ._ - - - ... - - - - - - - __ - - _ BY: -_ - yASPHALT ROOF SHINiJ_E5 (TYP)- �_ y� �\ E NOTIFY BUILDING DEPARTMENT AT - � - - _ _ _ _ -__ - - � g 766-1802 8 A TO 4 P FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED - - -- - - - -- _ - ® — _ -- i C O FOR POURED CONCRETE - _ ._ _ _. TOP OF PLATE - m 2. ROUGH - FRAMING & PLUMBINGUl 3. INSULATION 4. FINAL - CONSTRUCTION MUST -- - - - - -- - BE COMPLETE FOR C.O. _ - _ --_.— - - _,_-._-- _ _ _ -STEP FLASHING. _ TTP. ALL CONSTRUCTION SHALL MEET THE _ . REQUIREMENTS OF THE CODES OF NEW - YORK STATE. NOT RESPONSIBLE FOR 12 DESIGN OR CONSTRUCTION ERRORS. I - - - - APRON FLASHING (TYP - 12 COMPLY WITH ALL CODES OFTOP OF SUBFLOOR — " 5 ' NEW YORK STATE & TOWN CODES — `AS RPOUIRED AND CONDITIONS OF — - 7 --TOP OF CEILING w VINYL SIDING (TYP) `f�2Sr SOUTHOLD TOWN ZBA _ _ _ __ _ - - - k SOUfHOLDTOWN RANNINGEDAAD --- ® ® B•G FIBERGLASS SOUTHOLDTOWNTRUSTEESWvv mwnN rYP. N.Y.S.DEC FTTI • OCCUPANCYORVINYL SIDING (TYe� USEIS UNLAWFUL - - -TOP OF SUBFLOOR , W WITHOUT CERTIFICATE GRADE BEYOND GRADE — - —TOP OF FOUNDATION GRADE • rtl OF OCCUPANCY I � PLUMBER CERTIFICATION 77 I - W m ON LEAD CONTENT BEFORE RETAINING WALLS —� r IS" RND x 4T DEEP X CERTIFICATE OF OCCUPANCY PER SITE CONDITIONS POURED CONCRETE PIER SOLDER USED IN WATER ON 20" x 10" DR FTG SUPPLY$YSTEMCANNOT �`� WIH OdCCATPOSED6010 GRADE m Q GRADE L-_ ANCHOR TO FTG TOP OF FOOTING ----------------------------------------------------------- EXCEED 2/f 0 OF 1%LEAD. L — — — in .-________________________________________________________________________________________________________—____. !TYPICAL) -________________ .__'J_Y- O W m EED DO FRAMING CLSURVE PLUMBING LEFT SIDE ELEVATION FRAMING UNTIL SURVEY ALL PLUMBING WASTE OF FOUNDATION LOCATION &WATcvIJ ES NEED FRONT ELEVATION m HAS BEEN APPROVED. TFs:,,eG BEFORE COVERING W 0 m , S FLOOn zor1E " WOOD FRAME CHIMNEY COMPLY WITH CHAPTER°46" VINYL SIDING FLOOD DAMAGE PREVENTION CONT RIDGE VENT SOUTHOLD TOWN CODE. ol __.. - .. - - _ — ! of NEW Y•�t — - ROOF 5HINGLE9 (TYP) OF PLATE JEFFREY T. BUTLER, P.E. - - - - _ - - _ - - - - Lu 9 Z o x _ LLlEl ° s � ° a TOP OF 5UBFLOOR -_—_-TOP OF CEILINGOZ z LU 11E] _ _--- - - - - m H L co D - -= RAILS ANpLANDING. - - - _ -TOP OF 5UBFLOOR a m o _ --- -- —5TR TO GRADE -cc�m - - _- - O O - TOP OF FOUNDATION GRADE GRADE � O � I I I FND. WALL PAGE . ----- i ON 16" X 8" P.C. FTG. RIGHT SIDE ELEVATION •`------------------------------------------ - - - --- - -—- - P OF '--'--•`----------- "-------------`-••------------------------- --• Iof3 TOF FOOT'N -------------- ------------------------------------------------------------------------------------ REAR ELEVATION OPENING PROTECTION FY CONT RIDGE WOOD STRUCTURAL PANELS PER5UANT TO 1609.14 SEE \ 2x8 RAFTERS FASTENING SCHEDULE ON 4X10 RIDGE IS• FELT DETAIL SHEET M THIS SET N 12 x4 C.T. u 16" O.C. I/2' CDX SHEATHING gD — ASPHALT ROOF SHINGLE5 m 5EE DETAIL SHEET FOR u HIGH WIND CONNECTION SHINGLE RIDGE CAP RIDGE VENT rU R-30 INSULATION WW REQUIREMENTS TOP OF PLATE -- -- I/2" GWB YI a' Wy EXHAUST AIR Q U SHINGLES U FELT PAPER ROOF SHEATHING ITYP : D as3 3 Z BEDROOM02 W - 7J, q 3 INSULATION -+ a p N RAFTER W Q Z W 3 ,n U W N K TOP OF 5U59LOOR —- _ — 3/4" SUBFLOOR _ N 0 TOP OF CEILING —- -— W a' L 1/2" GWB z z' 2 LAYERS OF COX CONT, VINYL RIDGE BEAM 0 r STRAPS AT EACH R.R I'd' OH PLYWOOD SSOFFIT rtYP ; TAGGER SEAMS w R-30 INSULATION I/YGWB SOLID VINYL SOFFIT 2X4 STUDS RIDGE VENT DETAIL � m KITCHEN DEN R-13 INSULATION -- 1/1" 053 SHEATHING TYVEK HOU5EWRAP VINYL SIDING TOP OF 6UBFLOOR __ __ 3/4" 5UBFLOOR n_n TOP OF FOUNDATION _ _ R-30 INSULATION 0 5/8" F C GUI ON WOOD WALLS d-I 3/4" % II VB" HDR. m AND CEILING PER COC%E W31/2 STEEL COL b PITCH GRADE T AWAY FROM ONN PC F FTG BEYOND 1-2X6 CCA SILL i FOUNDATION 1/2" ANCHOR BOLTS GARAGE 51L1 SEAL Ipu o TERMITE SHIELD COLUMN BEYOND 8" CONC. FOUNDATION m 6Y1" CONC F'G DAMPROO. BELOW GRADE 4" SLAB, PITCH TO OHD TOP OF FOOTING —- . . . . . . . .. . . .p . . . . . . r . .. . . . . .. . . . . .. COMPACTED FILL I'I'�'I' PITCH GRADE PROVIDE FRO ST `1 � AWAY FROM WALL 45 REOWRED FOUNDATIION SECTION A-A 36" MIN -- L m Qr' V 111 =2X6 CGA SIL 18" OI x O DEEP 1111 112 D" SEALANCHOR 0 LTS I�'e131RR R- —.� T'' PER R ON BILL 1 TER B OW GRADE n� Acl Iu -r SO P C } Q In EL RRT O UNDISTURBED TERHITE 5HIEL "x6 a GONG FOU DATION 0 4R T CCA POST XO 0"X16" GONG G Iv GH O PIER ?YP • ________ ___2 T___ ___________ __ __�_1�___ _7 _______ _ 2011___ vnB'EE+YtEBB .-eotfi-r ;_______ �•' O 111 m I • - .- I I . I . . . 4 • . .I 1 • � r � I � � • . _r11I . � � . . ra 1 I . ten • O- 0 XB J r t' Y2'' I'�" 12'0" PIER, rr 1'4" p p w 14' 6" -� m U m 2X4 WALL WITH 1 z I 5/8"F.C. GUS ON BOTH t J SIDES, R-13 INSULATION EXCAVATED CELLAR a� I,r _ V .� I , r U _ 0 4" P.O SLAB Z6 it W l J ul W J r 1 z m w 1 Id' STEEL COLUMNI a' O W 30"X30"X13 FOURE K �E�I!• UCONC p d RETE FOOTING -r N I rTYFICALI `��' i I ♦ l ♦ I y, (1 y, 0,. 4141, q , I � 4-1 3/4 GIRDER 1 H.L G ------------- 1I y^ 1 • --r — Y POCKET A 2-B1/2"9 EL POLUMN 1'- - 31 /41RDR- —� L�/61x II l/B" , _ m 11-'].. I— /1�CipTjO :P�•'Qi _ J p7 a A • 3 TEE GIRDER ♦ BE CONCRETE tTY P�C A 1 BEAM POCKET___i_ 1 L _ ONCRETE GROUT SOLID GR UT SOLID W •1 JEFFREY T. BUTLER, P.E. IUNEXCAVATED GARAGE I ` w p ♦• 4" P.0 SLAB U FURNA ♦ 1 Lu r 6"x6" 10/10 W.W M. w O n --�--� ELN EIB" _ z m ON 4" POUROU6 FILL Q Q Z a -+0 ABOV SLA O • o Lu O PITCH TO O H.D m 1 W O _ — Z •o ❑ W p Od i5/5" F.0 GWB I i 0 � m u, Q d u 4 m :OVER FURNACE i_____. i rLu ` ^'I O I u W a h au 'PER CODE cr DROP OUNDATION li R O 4 = . 1V J y `l Z ' ♦ BELOW GARAGE FLOOR p Qa Q O m z m a 14' 10" � Il' i� m (i Lu ------------------------------3I 3/4" ML HD ___ _ _____ _ __ n _______ __ •1 is W ,m Z 1 , r 1 1 VNI _�6: --J•__ • __irImrr/teAtEr �\ " oc LINEOF WALL ABOVE UU U V U I 3x8-cQSw „,r_____ J •i O .�+ m CCA LEDGER BIOLT 5 W e U Q \` U) TION BY ' H' IB" DIA. 42" DEEP OOPENING PROTEW 0 PER5'JANT TO 1609.14, SEE 3 U l r-- _ER %� - 3-2n8 CCA GIRDER n 3- x6 CCA GIRGER FI L PIER ON p `� G j DETAIL SHEET IN rH15 SET ^ LME OF PORCH ABC/F . . - ------- y OR "6 P C O r WOOD STRUCTURAL PANELS C P 3 3x8 C"A GIRDER nl0 FASTENING SCHEDULE ON 4n r _ '1� T_ _i_ OR TO UNDISTURBED ? w w ` ' 4"x4" CCA POST. O i `< _ ANCHOR TO PIER (TIP ) U SEE DETAIL SHEET FOR 16 �" ..IGH WIND CONNECTION REQUIREMENTS 3Ti ;i� FOUNDATION PLAN PACE : SMOKE DETECTOR NTERCONNECT PER CODE 2 of 3 79' S' _._ 4 11 -,r - h' N" y.B11 T -zl 61 EPS AND PER COD -------------- -------- OF FLOOR ABOVE ______________ ' n I 5N" x 6 DECKING !9 1\\]Wnl TR]Ul_ W � 2-]xl0 HDR. SINK WC Q i�____-__; OWI 2X1 HDR o N nnw =LOCK .w OFFICE T V" y u IC _ e'o CLG, HG-, BREAKFAST u Q y 3 =r PDR. RM, I : KITCHEN �l L I 80' CLG HST F41 r A U If 0 Z cO 9„ I ni i o 8 N z C.O COUf q 3-2X4 POST T TO AN APPROVED �'O° a SANITART n SEPC SY STEM Y - 3� H" j'O�' A1� R1r REF 9'9' 9111„ w CAST 'RON y w LL N L CLO. vHyo z HOUSE TRAP o B ARING WALL G-HPLUMBING RISER DIAGRAM (NTS) � _CXD-RGEARING WALL __________ LNEOF FLOORfABOvE a, , 011 WN- Ov b -r LLI LIGHT 4 VENTILATION SCHEDULE: °E" CATH CLG N ,I o I _ i A .E 3-2xe HDR -HIF Hirp FLOOR AREA LIGHTING LIGHTING '/ENTILATION /ENTILATION `� _ pweaea =e4 -:c,E ..r ROOM PROVIDED REQUIRED PROVIDED REGIUIRED ° Rr��S-�- [5O Fi,/ lSQ.FU t50.FT./ - _ I� I II ' -_, aIle T r50 FT./ t60 F7 , n- 1 — - W �I e,-FFPE 71 FIRST FLOOR m Ie x a I ' ��a` _ x BREAKFAST/ - KITCHEN/L.R 510 50,39 4G b ?1.82 ]G.4 - STEP Ii ml 30/ Iw \p� X £ I N I - u � QI m LIVING ROOM Ano �.DR DEN 194 21 6 15 6 11.9 T B MI U W I m k Ur J L e'O" CLG HGT }� \ Q Y I k SECOND FLOOR x6 MASTER 3YB R R I R R 2-1x10 HDR FI alb" OC alb" OC ---4`tl"-�-' i BEDROOM I866 21b 15 - p,g T5 a \NUJ J BEDROOM •3 115.5 21.6 TA{'III;ry : 9'2 119 46 ]2X10 HDR R TJ U U BEDROOM •2 I15 216 H _ 119 T i - % y COVERED PORCH X 9 !\ Ell DECKING PGRGH HDR 2-0x10 HDR COLUMN 71 P 0) y4.. ' STEP (� � ^�� In N' .�� N�� I n4' 71,i fI 1' III" 3' h" T\V Ho-2 I I' -0' AN251 T\1'1114a--' a r 2-2x10 HDR "'"" FIRST FLOOR PLAN z q `\ 2-2x IG OR ! x n TUBrSHOWER W' T _ _ [I1 0 )f c_. U LIVING AREA 002 SQ.FT. \J = 3i Iv,r' „cca'r' I I,a, _ i n lig COVERED PORCH AREA 160 SQ,FT, �—: 6 • m OPENING pROTEGION 0Y _ �, m - SMOKE DETECTOR Q O INTERCONNECT PER CODE wccc SrRucT1,RAL P,:NELs I I BEDROOM 2 / IB R R. • 'Nc CJ I .�i • PERSUANT TO 16G9 .4 SEE SEE CETAIL SHEET FOR ^"2 N O QS CLG, HGr. u "'" "-' 6'4" cc 4F= m CARBON MONOXIDE DETECTOR FASTENING bu--ccu_E oN HID.- wNp cG 1{L/ D ^ NNECTION BEDROOM •SS + x p 8 ONE PER F_OOR BATH I ' DETAIL 5HE_FT W THIS SET REQUIREMENTS TRAY'CLG n IOb" 2X10 RIDGE •➢.' O" CLG, HGT. I - - ➢ _ _ _ _ 2X10 RIDGE I \ - a w l W W •F1 • J L RR310 I ' M 'J CL. �''• ,o nme 119 oleo All me ergency eecepe and re _ _ p 4 _ openings snellne.ee m. Imum reL clear opening oT 51 sgl,ere reel iO.53O - GL m2 ,.a, M ST ER r E - 11771 •�' • U AT opemnge ehab haeme a mmlmwm EXCEPTION Grade fl radoor re BO CLG. - B _ % operinq of 5 square reef IC 465 12, net clear i W y THI hl r r N • =hell ae 4 Inc ne leo dLh .bee m mmem ne: clear operingw'!gry A •Vf VL - BEARING WALL •YB C J. a BO'_ - RR31013 Ylmmum openln Fi 9 mmr ^r ' _ e HC' RR310 Mir' 4'4' shell be ]o Inches rsOB mm, °m ^e� clear open ng n � ,p� kl ➢' ? RR310 I4 Gpereliona consvaims, EEergenc scope and r O � - wlNDow ehal b , ,. DOOR SCHEDULE: openings a operational r.om he ne deyoe..he room w«o .eLhe Uee - � A o! kayo cr Loola m�FO' • ` V ® WINDOWS MANUFACTURED BT ANDERSEN - 200 5ERIE5 (UN-F55 OTHERWISE NOTEC JEFFRET T, BUTLER, P.E, Z 3 GC0R5 MANUFACTURED B- THERMATRU (UNLESS OTHERWISE NOTEn �J,J I1 W w c /ERIF1 ALL ROUGH OPENINGS WITH ANDERSEN ILSU U 4 = MA$7ER BEDRO M - WINDOWS ARE TO MEET DE61GN' PRE55URE OF 4G P51 Z r N T� ® - LNC TO HA ,E A L VALUE OF 34 z Lu m f 2Xb J h o c UNITC LEAR OPENING 0 • � 0 AFF GLASS VENT TOP OF 5UBFLOOR TO 0 u COMMENTS C.7UANil'Y SHUTTER SIZE (� u' a R NO 50 FT WIDTH DEPTH 150 FT r60 FT TOP OF INSIDE SILK STOP O_ WINDOWS v O Z u t- TW24310 3.64 24 7/e" 16 '/4" 5,Ce 294 44 2' Y �[ 1 1212 PITCH 1219 PITCH 111 2-2X: HDR S In. PITCH _ x _ {�1 1 TW3032 3 ee 34 101 16 1/2" 7.19 T\\ x 44.02 44 v6' cT 111l, 36' G' Y 5,91 34 11,16" 24 VT 10,50 5.95 l \ Q� TW3046 26 VB" MEETS EGRESS REQUIREMENTS PER NT 5 CGDE LL TW3046 591 3411.1624 '.2' 'CBO 595 2B VB' m /� /� MEETS EGRESS REQUIREMENTS PER NTS CODE '6" Y 4G" 0 O w 1 SECOND FLOOR FLAN TW3G46-2 591 3411/16' 24 ,2• 2'6 '19 2B 'rB" p ., MEETS EGRESS REQUIREnEFITS -ER NIS SCCE 4 6 6' r 50" U) _ AREA 'd.9G464 59, 54 11/16" 24 12" 2.6 119 .Il 11 LIVING AREA = 8r78 9Q,FT, CHT 30'G b ''6" MEETS EGRESS REQUIREt'ENTS P O R N"b CGrE _ m � a OKE DETECTOR n O - 'NTERCONNEC PER CODE AN25I I CARBON MONOXIDE DETECTOR 3'c - a_ c'r ONE PER F_OOR " ^ e'n 2817 2.B 29 3/6' 13 15/16" :6 3: 5 : 5'6" w' 6a, _ U BOTTO- OF HEADER -+SIGH' GNGERSF_N ]OC SER E5 4 3� 3 C OPENNG PROTECTIO, BY DOORS �OOC 5TRGCT1,RA� P4NEL5 FASTENING TO 16C9 SEE SEE CE-AIL SHEET FGR P%L 15 56 :B IC' 'B Pie" i 4 '5 56 ANDERSEN IST SERIES ■ I FASTENING SCHECULE ON -GH WIND CONNEC'iCN �MPAG' RESISTANT GLASS /L/�\l -E'A - SHEET IN T,.a 5E- REQUIREMENTS 3066 -- _ n n ! - PANEL DOOR w, NO GLASS n n f _ e0�,r.O. - /yam O MA•LuFACTUREC BY CLCPAT 'WNGOCDE �T 3 SLAPS: FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.G. TABLE 1609,1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-I0d NAILS GABLE END TRUSS FASTENER SPACING 1 2 FEET 4 FEET 6 FEET w PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN IV A FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET LL � O P 2 •6 I6" I6" 119 WOOD SCREWS O O ] � _ 1 10-8d 2 1/2" •6 16" 12" W ] NAILS WOOL SCREWS H/3 BUT NEED NOT Ha. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND EXCEED 40 FT, MAX. 5d COOLER NAILS At IO" O.G. MEAN ROOF HEIGHT OF 33 FEET OR LESS, 2"x4" BLOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL H/2 BUT NEED NOT BRACE WITH 4-10d NAILS c. NAILS SHALL BE IOd COMMON OR Izd BOX NAILS EXCEED 15 FT. MAX. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING 'VIBRATION-RESISTgNT ANCHORS HAVING A MINIMUM 56 COOLER NAILS AT l" O.G. WITHDRAWAL CAPACITY OF 49O POUNDS. IMX/ 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/I6 INCH ill.! m) (z AND A MAXIMUM OF 8 FEET (2436 mm), - 10-5d NAILS - T. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, FOUNDATION CLEARANCE FROM SLOPES 9. TABLE FROM SBCGI - 1999 EDITION. FIGURE R403, I,11 ENDWALL STUDS GABLE ENDWALL BRACING (WFGM FIGURE 3.6a) 0 0 a x rc w EXTERIOR OR BEARING WALL w �n TOP PLATES \ ENDWALL---__, JOIST A A STUD NOTCH GREATER THAN BLOGKIN� 50% OF THE PLATE WIDTH BLOCKING 16d NAIL AT 24" O.G. GYPSUM BOARD BORED HOLE MAX ui DIAMETER 60% 16 GAGE (C 054") AND 1,5" WIDE OF STUD DEPTH METAL TIE ACROSS AND TO EACH SECTION A-A SIDE OF THE NOTCH WITH 8-16d x 5/0" MIN. TO EDGE NAILS EACH SIDELL X LL WOOD STRUCTURAL PANEL I — 5,B" MIN, TO EDGE FLOOR BRACING AT END BAYS INSTALLED IN ACCORDANCE O 8d NAIL AT 6" O.G. WITH NAILING SCHEDULE NOTCH MUST NOT EXCEED TOP PLATES TALL PANEL EGGESJ !TABLE 31, WCFM NIGH WIND EDITION) Q = r 40% OF STUD DEPTH (WFGM FIGURE 3,6b� N Bd NAIL AT u" o.c. ON ALL y co FRAMING MEMBERS NOT AT cn R1 PIPE PANEL EDGES Y S (a) OUTSIDE CORNER DETAIL X 3 � BORED HOLES SHALL NOT ed N41L 4T 4" O.G. LU BE LOCATED IN THE SAME )r z CROOS SECTION OF CUT OR NOT#I IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING Bd NAIL AT 6" O.G. GYPSUM BOARD W (ALL PANEL EDGES)— a M 12" MAX. NBTCMING AND BORED HOLE LIMITATIONS Ng1L5 B45ED ONLL --- SHEAR WALL REOWREYIENT5 1� FOR INTERIOR NONBEARING WALLS_' WOOD CO PANE` INSTALLED ED IN N AACCCORDANCE (WFGM 1995 65C HIGH WIND EDITION, 3,4.1:3. L U NO CEILING wt 6d NAIL AT 24" O . WITH NAILING SCHEDULE t E (TABLE 3 I, WGFM HIGH WING EDITION) DIAPHRAGM CENTER 2x BLOCKING �' yr Ny REQUIRED ON SHEATHING JOINT Bd NAIL AT 6" O.C. ON ALL RAFTERS AND CEILING FRAMING MEMBERS AT PANEL JOISTS OR APPROVEDWOOD STRUCTURAL PANELS EDGES AND 12" O.0 ON ALL IS/3 ROOF TRU55 FRAMING MEMBERS NOT AT mC ON GABLE FACE AND ON WALL BELOW B45ED ON SHEARWALL REQUIREMENTS PANEL EDGES TOP PLATS SECOND STORY rOP PLATE- (b) INSIDE CORNER DETAIL NOTCHING PROAVISIONS GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING J015715 PERMITTED TO BE CUT OR NOTCHED PREFERRED METHOD JEFFREY T. BUTLER, P.E. FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- TOP PLATES SEE DRILLING AND SEE DRf.J-ING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS t WFGM SECTION 3.41.1.1 WFCM SECTION 3.3.1.1 1/31 SPAN I I/3 SPAN, h z H ' JOIST ENDS TO BE y BLOCKED AGAINST WALL WAL` IJf Q d) STUD O �. ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE � Nn O WITH WFGM 33.1,3-END RESTRAINT _ W V W FOR BLOCKING AND 3.3.1.4 BRIDGING \ 1 -Z ly 0 BORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING Tur " W N LLI DIAMETER 40% OR BLOCKING SEE WFGM SECTION 3.3 T Q IL OF STUD DEPTHy cR PPLE s uos 11" CLEARANCE 'O U) Q nz BEARING TYPICAL µ- 5/8" MIN. TO EDGE WALL CONNECTORS HEADER REQUIRED 1N vRONT as A A uPEMN. F 5/6" MIN TO EDGE < Z ON LAP JOIST 3 IN. MIN LAVATORIES BOTTOM PLATE SHOWER j/ WATER In NOTCH MUST NOT EXCEED BAND JOIST CLOSET 25% OF STUD DEPTH OR BLOCKING FULL LENGTH OR BIDET W 7 m z NOTCHES SHALL NOT BE JOIST HEADER STUDS WALL STUDS IS" WALL 15„ WALL W Q n LOCATED IN MIDDLE ONE-THIRD SILL PLATE Q Q Q OF STUD LENGTH NOTE Q Z _ q, CRAWL SPACE UPLIFT CONNECTION 15 REQUIRED _ Q IF HOLE IS BETWEEN 40% AND 6O% OR BASEMENT SUBFLQQf2 AT EACH END OF HEADER AND BORED HOLES SHALL NOT--/ OF STUD DEPTH, THEN STUD MUST BE FOUNDATION AT BOTTOM OF HEADER STUDS IN BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO ,\ `NbI��iUPLADDITION TO CONNECTORS 4T CROSS SECTION OF GUT OR SUCCESSIVE STUDS ARE DOUBLED GC�t]INECt¢ WALL STUDS AND AT TOP AND NOTCH IN STUD AND 50 BORED R��tUIRQ BOTTOM OF CRIPPLES 21" CLEARANCE .I" CLEARANCE 4 A 1 B PLATFORM FRAMING INTERMEDIATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL FOR EXTERIOR WALLS AND BEARING WALL& TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT FAGS = WATER CLOSES (WFCM 1995 SBC HIGH WIND EDITION, 3.4, 1. 1, 1) CONNECTIONS FOR OPENINGS FIGURE 8307.2 1 of 2 I MINIMUM FIXTUR7 CLEARANCES 1 The design of this structure is based upon the prescriptive approach using the GENERAL NOTES' 120 MILE PER HOUR ZONE - NA ILINCs SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1 All work shall be performed in accordance with all slate, (TABLE 3,8 WFCM HIGH WIND EDITION) and Paper Association (1995) municipal,local zoning and building codas and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Non-structural elements are based upon The New York State Residential Code-Janus having jurisdiction and best standards of construction (TABLE 3.1, WFCM HIGH WIND EDITION) Code-January 2D03 practice. (110 MPH 3-SECOND GUST - 90 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1,2.13D Ft#2 or For the Climatic and Geographical Design i , see Table 3301 2(1)on cover sheet All non-engineered lumber to be Douglas r#2 or better The American Institute of Architects Conditions shall apply to all work project. STRUC515EE MAXIMUM NAIL SPACING JOINT DESCRIPTION Desi nCrit ria Section 3121 performed shall onthif rll ed. REENDWALL 71RAKE NUMBER OF NAILS NAIL SPACING DesignCriteriaSc edule For R3o1 211 (See Table 3301 21 2 for Wind-Borne Debris Prolecnnn 2 The Contractor shall verify all conditions al the site Any IORFOR 8d COMMON NAILS Fastening Schedule For Woodl Structural Panels) discrepancies must he brought to the attention of the Engineer !INCHES, o.G.) ROOF FRAMING Dead Load-Section R301 3 prior to commencement of construction The Contractor shall be RAFTER TO TOP PLATE (TOE-NAILED) Live Load-Section R301 4 responsible for corrections not reported once he has started work G6 /SEE NOTE 31 4-fid PER RAFTER Light and Ventilation-Section 8303 except for hidden job conditions 6 (SEE NOTE 3) CEILING JOIST TO TOP PLATE (TOE-NAILED) Minimum Room Areas-Section R304 3 Contractor shall guarantee to the Owner that all materials and 4-fid PER JOIST Ceiling Height-Section R3D5 equipment incorporated In the work will be new,and that all work 6 Sanitation-Section R306 will he of good quality,free from faults and defects for a period CEILING JOIST TO PARALLEL RAFTER /PAGE-NAILED) 9-I6d EACH LAP of one year from the date of the final Certificate of Occupancy. 12 (SEE NOTE 2) Toilet Beth and Shower Spaces-Section 3307 Y CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAILED) Glazing-Section 3308 4 The Engineer shall not be responsible for the construction means, 4 ISEE NOTE 4) 9-I6d EACH LAP Garages and Carports-Section R309 methods,techniques, sequences or procedures,or for the safety COLLAR THE TO RAFTER /PAGE-NAILED) 6-fid PER TIE Emergency Escape and Rescuie Openings-Section R310 precautions and programs In connection with the work, and he shall not he res carry F rISLOCKING TO RAFTER (TOE-NAILED) Exits-Section 3311 responsible far the contractors!allure to ter out 2-fid EACH END Lendings-Section R312 the work In accordance with the consbuction documents The E - NAIL SPACING AT PANEL EDGES ON,) OARD TO RAFTER (END-NAILED) amps- ection 3313 Engineer shall not be responsible for the acts or omissions by F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ON.) 2-I6d EACH END Stairways-Section R314 the contractor No changes shall be made In the documents Handrails-Section R315 and/orthe building as designed wlthoutthe expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH WALL FRAMING consent of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.Sm.keGuardAlarms--Section 3316 5.The contractor and all subcontractors shallmaintain continuous PLATE TO TOP PLATE (PAGE-NAILED) 2-I6d ISEE NOTE U PER FOOT Smoke Alarms-Section 3317Foam Plastic-Section 3318 Insurance coverage mduding stalulory policies(WorkerPLATES AT INTERSECTIONS (PAGE-NAILED) 4-Ibd JOINTS - EACH 51DE Flame Spread and SmokaSecWon 3319 Compensation, etc)and general tutorliability of an mount not 2 TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING less that y g MEMBERS WITH G)0.49. FOR FRAMING MEMBERS WITH 0.4ZRGL0.49, THE NAIL SPACINGS SHAD BE Simpson Strong-TieTO STUD !FACE-NAILED) Dwelling Unit R320 $5 million and automobile liability E end damage 2-I6d 24" O.C. Dwelling Unit Separation--Sectio 3321 coverage not less than$2 million The Engineer shall be REDUCED TO 6 INCHES O.G. •.4 MT530 OR MT512 HEADER TO HEADER (PAGE-NAILED) Moisture Vapor Retartlers-Section 3322 a named insured on any and all policies. o� - I6d 16" O.C. ALONG EDGES Protection Against Decay-Secbion R323 6 Provide 0025"aluminum termite shields over fibrous 3. TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING AT EACH ROOF RAFTER TOP OR BOTTOM PLATE TO STUD (END-NAILED) Protection Against Termites-Seiction R324 insulation at all perimeter sills MEMBERS WITH G)0.49, FOR FRAMING MEMBERS WITH O 42GGi0.4E THE NAIL SPACINGS SHALL BE USE 8-I6d NAILS AT 2-I6d PER 2.4 STUD Slle Address-Section R325 7 All wood in contact with concrete or masonry to be Wolmanized REDUCED TO 4 INCHES O.O. 3-I6d PER 2xe STUD Accessibility-Section R326 or pressure creosoted EACH END z Flood Resistant Conslrudion-Sledion 3327 R A single station smoke detector alarm device shall be Installed 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING m 4-I6d PER 2x8 STUD i9 All n each bedroom,on all floors antl shall be all interconnected per code MEMBERS WITH G70.4S FOR FRAMING MEMBERS WITH 0.42-670.49, THE NAIL SPACINGS SHALL BE STUD T D ROOF RAFTER Foundations-Chapter4 as New York switate operable windows to he mechanically ventilated REDUCED TO 3 INCHES O.G. BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, E?4DJOIST OR BLOCKING (FACE-NAILED) _2-Ibd (SEE NOTE 1,21 PER FOOT Design based upon presuri load bearing values of sandy gravel and/or gravel at 3000 pounds as per New Vork State Code CONNECTION per square foot Contractor to consult Engineer if different soil materials are found upon excavation, 10 Heating to be designed to provide 70 degrees F.with outdoor FLOOR FRAMING -_ or test hole,for alternative footing and foundation wall design designed air-temperature of D degrees F and 15 MPH wind JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) W 11.All electrical work t°be In accordance to the rules and 4-8d Foundation Holes. regulations of the N V B F U and a N Y B F U cam0cate Is Simpson Stror ieBRIDGING TO JOIST (TOE-NAILED) 2-8d A"Anchor Bolts(SSTB 28)Seel chart an this sheet far spacing to he presented to the Owner at the completion of the jobMTSI2 - 16° O.G. e"poured concrete foundation wall, 8'0"high, 3000#last 12 Plumbing Installation to comply with State and Local codes BLOCKING TO JOIST (TOE-NAILED) 2-ed Minimum depth-Section403 1 4,48"minimum coverage to top of footing and the sewage disposal system to meal Health Department standards USE 4-8d NAILS 16"x 8"poured concrete wall footings, 3000#lest 13 Do not scale drawings Use figure dimensions only AT EACH STUDBLOCKING TO SILL OR TOP PLATE /TOE NAILED) 3-16d K 2-1 'V x 117/B"Mlcrolam Girder(or 3'9'x 11 7/8"Power Basin) 14 All work to conform to the rules and regulations of the New York LEDGER STRIP TO BEAM (FACE-NAILED) 4'poured concrete floor slab wNh on belo mesh and vapor harrierEnergy Conservation Construction Code All glazed area to be double 3-Ibd T Damp proo0ng at az[arler foundation below grails-Section 3406 glazed and all ezterlor doors to have Insulated coresJOIST ON LEDGER TO BEAM (TOE-NAILEDI 30"x 30"x 12"deep poured concrete column footings, 3000#test 15 The Insulation protection as Indicated on these plans exceeds 3-fid Deck and parch footings as noted, 3DOD#test,4B" mmlmum hunetl depth the Code's minimum standardsifi These drawings and specifications are instruments of service andBAND JOIST TO JOIST FEND-NAILED) 3-I6d Foundation wall to extend a mindmum of B"above finished grade e _ All footings to be carried down to undisturbed soil shall remain the property of the Engineerwhether the project for o BAND JOIST TO BILL OR TOP PLATE /TOE-NAILED) 2-I6d (SEE NOTE U PER FOOT No footing shall he set higher than a 30 degree angle from any other footing which they are made Is executed or not They may not be used 0 o T Pour no concrete on frozen grouind or In freezing weather on any other project except by written authorization of the Engineer ROOF SHEATHING Provide 3 XV steel(ally columns 17 The engineer has not been retained for site supervision, on-site - STRUCTURAL PANELS ed Backfill shall not he placed against the wall until the wall has sufficient strength and has been inspections and cemficanons as required or requested by the owner, ISEE TABLE 3.B) anchored to the Flour shave, or has been sufficiently braced to prevent damage contractor or local building department DIAGONAL BOARD SHEATHING by the backfill(Section R404 1 7) UPLIFT-CONTINUOUS PATH CONNECTORS 1"x6" OR ".13" 2-fid PER SUPPORT Floors-WFCM Prescriptive Methlod USE SIMPSON STRONGTIECONNECTORS 0 Fleorframlrig shall be nailed In accordance with Table 31 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND "x70" OR WIDER 3-ad ° PER SUPPORT DrablockI ing-Setion 550212 ° Freblocking-Section 350213 INSTALLATION MANUAL FOR HIGH WIND RESISTANTo CEILING SHEATHING CONSTRUCTION CATALOG C-HW02 0 0 - GYPSUM WALLBOARD - Floor Construction 5d COOLERS l" EDGE / 10" FIELD 'U"OSB plywood subFlour,fasten per Table 3 1 WFCM ANCHOR BOLTS IN FOUNDATION USE LTP4 - 16" O.G Floorjoisls See Foundation and Floor Plans, spacing as noted SSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR U WALL SHEATHING - Fasten par Table 3 1 WFCM NOTES FOR SPACING 41.1 STRUCTURAL PANELS ed (SEE TABLE 3.E) 2-2x6 CCA sill with termite shield and sill seal PERIMITER AND a a Simpson Strong-Tie Finish Floors per agreement SILL PLATE TO RIM JOIST USE FIREBOARD PANELS LTP416"O C AT EXTERIOR PERIMETER GARAGE/HOUSE oa MSTA36 - 16" O.C. AND GARAGE/HOUSE COMMON WALL COMMON WALL I USE 4-8d NAILS Wall Construction-WFCM shall b WFCM pnve Method E 4-8d NAILS l/I6° ad 3" EDGE / 6" FIELD Wall framing and finishing shall be nailed and or screwed m accordance with USE 4 8d NAILS AT EACH END USE XAT EACH STUD (v y LL 25/32" Table Pine WFCM GARAGE STUD TO GARAGE SILL PLATE USE AT EACH END x W Bd 3" EDGE / 6" FIELD 1x6 Plne fascia wrap GYPSUM WALLBOARD - VinylOverha eas noted SSP CONNECTOR AT16"CHEN SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS 5d COOLERS T' EDGE / 10" FIELD Vinyl hanged soffits is USE 4 Btl NAILS R EACH END O r r HARDBOARD Bd BEE TABLE 3.9) Aluminum gutters and leaders -L--t Slding.See Elevations RIM 12, 16' 0BTUD CONNECTION USE RIM JOIST TO STUD GONNECTIOIN TJ— N PARTICLEBOARD PANELS Bd (SEE TABLE 3.91 Tyvek housewrap MTS 12, i 6" O C OBE sheathing, see fasteningl schedule,Table 31 WFCM USE 4 ed NAILS AT EACH END ('� N. Fn DIAGONAL BOARD SHEATHING 2x4 Studs @ 16"o c with 2x4 shoe and double 2x4 plate {1-1 "I O 'G"Gypsum wall board FLOOR TO FLOOR CONNECTION USE "x6" OR "x8" 2-8d PER SUPPORT 5/8"Type X GWB m garage META 36, 16"0 C X } USE 4 Ed NAILS AT EACH END "x10" OR WIDER 3-ed PER SUPPORT R'MR GWB in wet areas FOR CANTILEVER CONDITION USE MTS12, i6"O C I/2° SPACINGSA LOCKING AT ` m Z Q _ At least one window In each sleeping room shall comply with the exit requirements of section R310 USE 4 Bit NAILS AT EACH END )I111— FLOOR SHEATHING Note drilling and notching limitations In figure R602.6(1)for hearing walls ALLOW5 0 " O.C. ALLOWS _ and figure R602 6(2)for non-bearing walls ry STRUCTURAL PANELS Follow exterior corner framing detail figure 3602 iD 5 NITS RAFTER A H ROOF CONNECTION USE H INSTALLATION INSTALLATION w O cp 1" OR LESS USE 81 EACH ROOF RAFTER INSTALLATION SIDSTALLATION n/ Q ed 6" EDGE / 12" FIELD Roa(Assembhes-WFCM Prescriptive Method USE B I6d NAILS AT EACH END l� t+1 GREATER THAN I" Asphalt strip shingles shall have a minimum of Six(6)fasteners per shingle(section R905 6) {� IOd 6" EDGE / 6" FIELD Underlayment application (Section R905 2 7) RAFTER TO RIDGE TO RAFTER CONNECTION USE Slmpeon Strang-TIe For roof fso CS20 USE B-fid NAILS IN EACH END DIAGONAL BOARD SHEATHING pus of verb) units henna(m twelve(12)horizontal units horizontal (17-percent slope), MTSI2 ENDWALo AT EACH ROOF RAFTER HOLDDOWN W up to four(4)units vertical m twelve(12)ions horrzontal (33-percent slope), undedayment AT EACH STUD o ,7 I"xb" OR "xe" 2-8d PER SUPPORT shall be two(2)layers applied in the(ollowiny manner Apply a 19-Inch (483 mm)strip of DECK POST TO CONCRETE CONNECTION USE (PHOS) o ° CORNER underfayment fell parallel with and starting at the eaves fastened sufficiently to hold in place PBS44A FOR EACH POST- USE 14 ifid NAILS CONNEC "x10" OR WIDER 3-ed PER SUPPORT Starting at the save, apply 36-Inch-wide(914 mm)sheets dunderiayment,overlapping N R successive sheets 19 inches(483 mm),and fastened sufficiently to hold In place ° TRANSFE DECK POST TO GIRDER CONNECTION USE NAILING REOHER SHEAR CA BASED , N WALL SHEATHING NAILED 6"STRUCTURAL E THE PANEL EDGE i° WALL oOR ALTS le NAILED E ON-r For roof slopes of Tourist(hits vertical In twelve(12)Units PC44 FOR EACH POST 2-I6d COMMCJN w! AflQyp ENTER AT THE PANEL EDGE ,�oF NEW), To pBiglN HIGHER SHEAR GAPAC'TIEe. NAILING REQUIREMENTS FOR STRUCTURAL YIEHBERS SHALL BE DOUBLED OR ALTERNATE CCNNEPCRS, SJCH 45 SHEAR PLATES ° ° HOLDDONAILS AT O" O.C. f�rr x r LTi SHALL BE used TO nawTaN THE LOAD PATH Ice erlayProteent In High R 905 2 7 1) GIRDER TO DECK JOIST CONNECTION USE HO(PHI-S-) Uashin (Sec In High wind (Section R 905 2 7 2) MTS12 @ EACH JOIST E ..^yy Al WHEN WALL SHEATHING 15 CONTINUOUS O✓ER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE° PERMITTED TO BE REDUCED TO I-16C NAIL PER P?Oi Flashing (Section R 905 2 B) ORNER STUD ^ �yP�(� Chimney's and Flrespaces-Chapter 10 -2-I6d CO Energy Efficiency-Chapter 11, seer attached report GIRDER TO DECK JOIST CONNECTION USE NAILS ATONNECTED TO Mechanical-Chapter 12MTSI2 @EACH JOIST ° RANSFER SHEAR N I� General Mechanical Systems-Chalpter 13 PORCH POST TO DECK USE (TABLE 3.2AWFCM HIGH WIND EDITION) Heating and Cooling Equipment-Clhapter 14 2-AC4 -USE 14- ifid NAILS Exhaust Systems-Chapter 16 l5 Il/ ,/t dsi SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESI',STING LATERAL t SHEAR LOADS Duct Systems-Chapter ifi h. Combustion Air-Chapter 17 PORCH POST TO GIRDER USE 2-AC4 l _- FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 18 USE 14 - ifid NAILS JEFFREY T. BUTLER, P.E. ANCHOR BOLT CONNECTION Y- SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) Plumbing-PanVll 1 3/4" MINIMUM PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS- SILL PLATE FOUNDATION STORY - 46 EDGE DISTANCE MTS 12 AT EACH ROOF RAFTER CRAW` SPACE 23 E QR BASElu MENT) 2 STORIES ALL - BP CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, 3 STORIES 15 d WALL BOTTOM PLATE TO FOUNDATION AND WINDOW AND DOOR OPENINGS �. (SLAB-ON-GRADE) -2 STORIES 3 15 B 6 CWFCM FIGURE 3,la 4 4,?.bJ W z NOTE MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL Slmpeon Strong-TIe Q 4° 0210 2x6 T O G AT EACH RAFTER L SlmpQ;A) eon Strong-TIe9 WIe d 4-IOd x l I/2" Q W (TABLE 3. FCM HIGH WIND EDITION) AC4 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AT EAICH POST NOTE J cN _ H (120 MPH 3-SECOND GUST = 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.31) ATTACH LEDGER TO FRAMING MEMBER RIDGE *ENSIGN STRAP = SEE PLAN WITH 2-1/2" X 5" LAG BOLTS AT 16" C52o USE B-fid NAILS Q STRUCTURAL SHEATHING MAXIMUM NAIj_ SPACING ON CENTER IN EACI- END AT L Q SHEATHING LOCATION STUD SPACING EACH ROOF RAFTER W SEE NOTE a (INCHES, o.c ) OR PANEL SIDING FOR Oct COMMON NAILS qep(SEE NOTE 3) ,INCHES, O.C ) °E Simpson Strong-Tfe4EDGE ZONE bI6 - U210 2X6F 12 (SEE NCJTE 2)E 6 AT EACH CEILING JOISTINTERIOR ZONE Ib 4-IOd x 1 1/2° RAFTER F 12E = NAIL SPACING AT PANEL EDGES (IN.)F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Slmpeon strong-The FOR W4_L SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZChE A'TACHMEIV'r 2 MINIMUM REQUIREMENTS 8LALL BE USED. SIDECOVERU210 2X6 AT EACH DECK/PORCH JOIST RIDGE BEAMST EACH Strong-TIe PAG ` - -GBUAT2 INCH O NAIL 5PGCINS A55UME5 5HEATHING ATTACHED -O 5TUD °RAZING P13544 4-IOd x 1 1/2" i.TT_-REBS JI-H C-r 49. °0R FRGM NG ")EMBERS WITH O42SGSO.49 UE NAI_ 5PG0'NGS SHGLi�_ AT EAG'.H POST FOOTING- Sir6 ND E5 °=. ssTYPICAL PORCH/DECK RIDGE TENSION STRAP DETAIL 2 OT 2 OR =G,= S.I GAIL Bim, vA_5 5­A_' _ BE =ER ED BE 51,8 t,IT_TED PORCH COLUMN CONNECTIONS ANCHOR BOLT DETAIL. LEDGER CONNECTIONS r-a "p, NAILS W CONT, RIDGE VENT OPENING PROTECTION BY WOOD STRUCTURAL PANELS PER6UANT TO 1005.1.4, SEE 2X6 RAFTERS FASTENING SCHEDULE ON 2X10 RIDGE 12 15- FELT DETAIL SHEET IN TH16 6ET 4 G.T. • Ui" O.G. 1/2" CDX SHEATHING 9D ASPHALT ROOF SHINGLES SEE DETAIL SHEET FOR HIGH WIND CONNECTION RIDGE VENT R-30 INSULATION REQUIRFMENT6 SHINGLE RIDGE GAP TOP OF PLATE -- -- —� 1/2" GWB EXHAUBi AIR BHINGL65 FELT PAPER ROOF SHEATHING (TYP.) g BEDROOM 02 a Q R-19 INSULATION RAFTER Q = Q TOP OF "FLOOR—_ _— BUBFLOOR J �µ u TOP OF CEILING—- 1/2" GWB N lu 2 LAYERS 'I" CONT. VINYL RIDGE BEAM O y ywyf OP STRAPS AT EACH R.R. PLYWOOD - - - 1'p" ON O U STAGGER SEAM& SOFFIT (TYP.1 Qm R-SO INSULATION - - In" Gws - SOLID VINYL 60FFIT - - 2X4 STUDS RIDGE VENT DETAIL. KITCHEN DEN R-13 INSULATION oa I/2" OSB SHEATHING TYVEK HOUBEWRAP VINYL SIDING TOP OF 6UCFLOOR —_ _— - 3/4" SUBFLOOR TOP OF FOUNDATION—_ _— R-30 INSULATION 5/0" F.O. GLIB ON WOOD WALL-6 4-1 3/4" X II 1/8" HDR. AND CEILING PER CODE WITH 3 IR" &TEFL COL: PITCH GRADE ii I ON P.G. FTG. BEYOND FOUNDATION FROM 1 2-2X6 CGA BILL FOUNDATION u _ IJ2" ANCHOR BOLi6 a GARAGE « BILL SEAL 0o i, COLUMN BEYOND 19" SHIELD I B" CONC. FOUNDATION I B"kIG" CONC. FTG. DAMPROOF BELOW GRADE II ' Ir 4" BLAB, PITCH TO 041D I r TOP OF POOTN4 -- -- • COMPACTED FILL -- - '• - -- 'rl.n.l' PITCH GRADE PROVIDE FROST , AWAY FROM WALL AS REQUIRED FOUNDATION ry 5ECTIO, 1 `1(,�_A 36" MIN 39'8" . m W m 41811 8'4" 814,1 18'4" n, Qr 3'6" 6' -.r 1-2X6 CCA 61 � � IB" DI x 42" DEEP r- 1/2' 1/2" ANCHOR IS XTS -'` _ '--` P C IER ON -- ♦ O GI ♦ P.C. BILL SEAL TERMITE SHIM-1 FIRR OR TO UNDISTURBED a S" CAHC, FOU TION r U Ipm r SOIL) "x4" GOA POST, x Z LL G. i 90' IQ o i ANG R TO PIER (TYP.) p,J -- , DAMPROOF B OW GRADE r•Ly y .X __ ____ PYi LL1 I ��AAqq• L(I ________ ____ ___ _______________ __ _ _11 --2@L __ _______ CcO EED6IW,-BftT,,- r______ m rUtUt T _______ ___ _ to. • . • . . , • 4 . . • 4 1 . 4 r - i IB°XB P. 91211 11 1 4"1 I 12 0 PIER, TY 1 4 ll14 6" 2X4 WALL WRH GWB ON BOTH , r �,�,'. • i.'-lL u 61DE6, R-13 INSULATION EXCAVATED CELLAR i 1 - - _ '-•) O• C 4" P.C. BLAB Ir 1 Q ' ; LL CONCRETE FOOTING • 1 _ i IR" BTEEL COLUMN • I c D I I CONCRETE POUR r L11 li ��pF NEIN m I I T-PILAU .' v �/ co 1 „ 9101,,Egyp '41 . -. - - _Yl; r 1 • 1 to - ' �� w 1 r —_ o r aM.L GIRDIER M.L. GIRDER ______________ r 073 93 tl� 1 2-3 IM" STEEL COLUMN _ V i B M POCKET 46"%30"X12" POUR "T pn U(x vJ r I BEAM POCKET . ry SIQ N GRUT SOLID CONCRETE FOOTI r GROUT SOLID r • r RYPICAUI 1 - •-- -- 'I- JEFFREY T. BUTLER, RE, 1 • 1 , -O (� - r i I UNEXCAVATED GARAGE I I 'O 11-----, �♦, i ' Ll.l i 4" P.C. SLAB • WRNA 1 I /10 W,W. ON H. " 10 Z i ON 4" PDIIROU& FILL SLA O Lu PITCH TO O,H,D. • Q i " -r N Q , `o Q 14 I zI 15/6" F.G. GWB 14 I m COYER FURNACE,_____. APER CODE ___i . i -` w L $ 11�T r ` ---- i DROP FOUNDATION W I L n 15ELOWI GARAGE FLOOR Z C D Q 2-F.J. Q iv i . iC p _ Q p m a 314" 'ma 14' 1011 1 �r 161 p„ io _� = a V z 1 I 3.1 3/4" X 1 1/2" M.L. HO r ' x •• ' iQ Z _ F_____________________ ___F_____,-_r_ Y ,______ _______________�____.__. ,� . . . . Ljg00 13 - K J - ' I^ . i + axeecam en CC—,tDGBPso i \ • I6" p� a I to D m ------- --- "v I 9'O" X l'O" OHD _ I ___ UU LNE OF WALL ABOVE ' 1 •, 1 N m r�1 NazrA pQp a \ e I;J W ERBp o CCA LEDGER. OLT O Q �' , V/ S OPENING PROTECTION BY r ' O O P I 7'5" 8'9" . F B' I e" DIA. x a2' DEEP ro PERWANT TO 1609.1.4, BEE 3 8° 9 4 3'4 , ,, ` 3-2x6 CCA GIRDER ;`` ,• LNE OF PORCH B VE �$__-�---A GIRDER3- x6 OCA GIRDER` -_t PIER (OR P.C. a `t WOOD STRUCTURAL PANELS IRDI - ��. 60IU 4� FASTENING SCHEDULE ON r 1 r1 n l I—_= a- - __r OUNDI6TURBED \ DETAIL SHEET IN THIS SET /i --------• , GGA FORT, 0- ANCHOR TO PIER (TYP J O BEE DETAIL SHEET FOR 16'411 7' 8" 111411 210" HIGH WIND CONNECTION REQUIREMENTS 37 4" FOUNDATION PLAN PAGE : SMOKE DETECTOR INTERCONNECT PER CODE 2 of 3 4, 4" VTR V. q' 11" 6'B" 9'611 12,5" 6'2" I " I TUB) TUB/ SHOWER 3"' SHOWER LINE ;FLOOR ABOVE____ T-____-_ ___5/4" X 6 DECKING d F4 SECOND FLOOR ' ' 013046-2 TW2072 TW3W2 N 1'&i ; ' 2., 3', 22%10 HDR. 'T D.W.' 24XI,I HDR. a INIll I I Sl i OFFICE 4' --- ti BREAKFAST v 7 .W. Bb" OCG. HGT. R. M, �, a ' KITCHEN � l MAIN FLOOR I I B'O" CI-G. HOT. I • ,y 4 2„ 30 311 2„ 2" 2' 9121, FI iv FAI nI I 2 VI `< TO" 1 s y 'S IL 3-2X4 POET I I I a LLW B 5'01, 3'8" 3' 0" 4 REF. 915" T I V N TO AN APPROVED F', Z y 4' SANITARY SEPTIC SYSTEM 3,4" I S I 4" LL O. 22X10 HDR. O r c - _ - Z 2161, _ - _ OAST IRON B RING WALL 2-2X10 HDR BEARING WALL HOUSE TRAP N I I S'0" q'q" -------------- PLUMBING RISER DIAGRAM (NTS) � �eaatsesoE Iso" DEN I `J1 O LIGHT 4 VENTILATION SCHEDULE: . i CATH CLd I U 4y pREPge,gROC FJRANCE G46 dIRt111K FIREPLACE 3+2X8 HDR. _J • • F1 YJ'HEARTH REI COO:MRA)III O p I (n I RROVIpE R3EW 4Ni el,CO 0 �p • _ / I \ ArIC SLAM DOORe E'ER CODE FLOOR AREA LIGHTING LIGHTING VENTILATION I VENTILATION m / a u vEllFY elze co+rER wRoon �'+ 4I ROOM re4 FT) PROVIDED REQUIRED PROVIDED REQUIRED STEP fo (64.FT.J /6dFT.1 fSQ.FT.J (6Q.FT.1 I `'�• FIRST FLOOR la c `� LIVING ROOM -2xlo HOR o ,. p n BREAKFAST/ A� (� X `- _ s SO" GLG. HGT. iv KITCHEN/LR. 5i0 50.99 40.8 21.82 20.4 �2 A - 2X6 R.R "I (4 ry I IM R I�-a• I DEN 194 21.6 15.6 Le 1.8 I �� 'Hyp ("` 2-2X10 HDR, I Fv B RR. I ZXB RR. \ I - . W O.G. ' • IG"O,C.y `\ SECOND FLOOR e I TV " TW3046-2 I � BEDROOMMASTER 106.6 21.6 15 11.9 1.5 TW30*-2 in _•1, BEDROOM s3 115.5 21.6 9.2 L9 4.6 -2XDR.2Io HCOVERED PORCH A ;- 5/ X 6DECKING --- 4\ I PORCH • 4" " K BEDROOM -2 IM 216 14 11.9 l "' I coLUMN, TVP. 41.E 2-2%10 HDR_ T-C 2-2X10 HDR. QL s 39'M" STEP 416„ 4'61r 2'4" 1 514„ 5151, 5' 111' n/ _ 5'6" WC T•6„ 16'6" 1, 10" T10" 9101 'T15" TV 11,4'1 r xza a ' TM -2 AN251 fW3046-2 TWIS36 FIRST FLOOR PLAN if 22XK7 HDR. ` 2-2XIO HD /� W. s L LIVING AREA = 1002 SQ.FT, � � w .ruB/GHowER \ ,/ I C�, COVERED PORCH AREA 160 80,FT. p. g 1\'b -'-'----- ---• ' T `o ' OPENING PROTECTION BY = 64" - 6-0. SMOKE DETECTOR WOOD STRUCTURAL PANELS to \ „ + INTERCONNECT PER CODE PERBUANT TO 1609.1.4, SEE SEE DETAIL bI FOR 2'4' TO' r I s r` CARBON MONOXIDE DETECTOR FASTENING SCHEDULE ON HIGH WIND CONNECTION BEDROOM 02 J`r�-" ' e DETAIL SHEET IN THI5 SET REQUIREMENTS 4F •o' q.k ONE PER FLOOR '1 WO" CI-G. HGT. 4 I I I 1j1:Js ® E m BED,ROOr1-3 o _ F�J BATH TRAY,OLG • 10'0" x%10 RIDGE • 0" OCG. HGT. ' `\i IIIMIMI.. opening erect. All sm *Isrgamil sand rescus U operigs Shed Mve a minimum net clew opening of 6.1 aquers Feet (0.530 m21 ENGINEER: GL. CL' T • EXCEPTION, Grade floor openings "ll have a minimum net clear SOF NE(Np, 2'6" 2 M 6TER w F opening or 5 square feet (0.465 m2J. �P�FPEY T.Q(/// Q� y d F Co v CLG OW11 be 24 S6 Z 0" tib I '/ 2 B CO_!8,011 On \ B MGT, ahallRbe ZO I h� (508(610 w. helghl. TM minimum net clew opening hs1gM 50" a -- RW10.13 Minimum opening wldth. The minimum net clew opening width CL _ 1 m O 340j k. '0fWARING WALL ' 4 4" I _ 1 RR310.1.4 Operational conWlMs. Emergartcy escape and rescue Q QT openings sIN11 b• operational From th• Inside of the room without the use V, WINDOW 4 DOOR SCHEDULE: of �' or rr I :, JEFFREY T, BUTLER, P.E. O I IIS'0" WINDOWS MANUFACTURED BY ANDERSEN - 200 SERIES fUNLE6B OTHERWISE NOTED) LU O 9 • ' ' DOORS MANUFACTURED BY THERMATRU (UNLESS OTHERWISE NOTED) U ' I - VERIFY ALL ROUGH OPENINGS WITH ANDERSEN Z m K �y WINOTOSHAVVEE A U VTO ALUE OFG.34 PRESSURE MASTER BEDROOM AND OF 40 P61 Q ' (J CT OLG. 4 pjGt' O UNIT CLEAR OPENING GLASS VENT TOP OF 6UBFLOOR TO LU U g COMMENTS QUANTITY SHUTTER SIZE d ' 2x8 G.J. V6' O.G. o ' I . u'o' A.F,F. i N0. bQ.Fr. WIDTH DEPTH r64.Fr.) rea.Fr.) TOP OF INSIDE BILL STOP � } ZXS FIX, /SX6 R.R. 6" O.C. I � $ WINDOWS ryp `z' �2q Y- V 2 " CLO. , ' i TW2431J 314 24 1/6" 16 1/4" 5.09 2,94 44 12" 1 72' X 4'0" �I 3'0" r i 2.2X1 I HDR. 5:12 PITCH N TW3032 3.96 34 11/16" 16 1/2" 1.19 4.02 44 I/B" 1 3'6" k 4'0" 12 l- 12.12 PITCH 12.12 PITCH L) Q Q GTN30-2 TW3046 5.91 34 11/16" 24 1/2" I1 5.96 29 1/5" MEET$ EGRESS REQUIREMENTS PER NYS CODE 3 013046-2 m U 013046 5.91 34 II/16" 24 I/2" I0.80 S.% ?B I/B" MEETS EGRESS REQUIREMENTS PER NTS LADE I 2'6" % 4'O" Q v ryLLI ppQ]L ,g TW30K-2 5.91 34 11/16" 24 1/2" 21.6 11.9 26 1/6" MEETS EGRESS REQUIREMENTS PER NYS CODE 4 SIGH 00k 6'O" 00 SECOND FLOOR PLAN DT 301H014T 3010 5.91 3411/161. 24 1/2" 21.6 11.9 20 1/8" MEETS MR966 REQUIREMENTS PER NYS CODE I 6'6 k 5'0" O cr LIVING AREA a 858 SOFT, SMOKE DETECTOR 'f` 1 3'O" X 3'0" d a - INTERCONNECT PER CODE 5' 2 5/0" (w/ 6'B" TO CARBON MONOXIDE DETECTOR 9'6' y,6" 211111 2,8 29 5/6" 13 15/16" 21 3.2 BOTTOM OF HEADER HEIGHT) I ANDERSEN 200 SERIES 4 3'0" X 3'0" ONE PER FLOOR - DOORS ` ` OPENING PROTECTION BY PAGE : G WOOD STRUCTURAL P.414I PS6L IS.66 7B 1/2" -ID 5/B" 32.4 16.56 ANDERSEN 400 OERIE6, 6'6" k 1'O" _ PERSUANT TO 1609.14, SEE BEE DETAIL SHEET FOR IMPACT RESISTANT GLASS FASTENING SCHEDULE ON HIGH WIND CONNECTION DETAIL SHEET IN THIS GET REQUIREMENTS 3065 - - - - - PANEL DOOR w/ NO GLA55 I TO" }^ 9'O"xl'O" MANUFACTURED BY GLOPAY "WINDCODE" O (NB GLASS) .