Loading...
HomeMy WebLinkAbout30377-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30760 Date: 02/11/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 700 WILMARTH AVE GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 41 Block 1 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 25, 2004 pursuant to which Building Permit No_ 30377-Z dated JUNE 4, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to JOHN CILIA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-003-0071 01/25/05 ELECTRICAL CERTIFICATE NO. 2029617 01/13/05 PLUMBERS CERTIFICATION DATED 01/13/05 CHUCK SANDERS //Aut &izeASignature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT IAN 2 8 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 installatioi from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial'building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"laiid uses: • 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to,dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. 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. 2 8 0 5 New Construction: Old or Pre-existing Building: (check one) Location of Property:,_ ''jC2 0 + G r+ House No. S reet Hamlet Owner or Owners of Property: M n7-1 Rom S i Tn�_ Suffolk County Tax M p No 1000, Section Block 000 Lot 0-2-0 Subdivision '? Filed Map. Lot: Permit No. 3 OZ Date of Permit. (o O Applicant:�1( n 7-'1 o rY) P�y� .�..Lj C Health Dept.Approval: Underwriters Approval: ✓ , Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ f c� Applicant Signature C.ILJ�LTLPCnCC.PC.TLnC.nC.nCJ�CPC.nC.nC.nC.I�LP LTC�C�CnC.I�CJLTCPC.I�C.TCPC�LTC.nC.I�C.nC.I�LTC.J�C.ICnLJ�CJ�CnC.I�C.TCnCI�LILnC.nCnLI�C.nC.l7CPCIL aUrN Ell 5 BY THIS _CERTIFICATE OF COMPLIANCE THE - 5 S NEWYORK BOARD OF FIRE UNDERWRITERS 5 _ _. 5 BUREAU OF ELECTRICITY 5 5 40 FULTON -STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S Upon the application of upon premises owned by 5 FULTON ELECTRIC 61 WINPLACENC _ MANZI HOMES S : -- DSOR POBOX 702 5 CENTRAL ISLIP,=NY 11722,77 ROCKY POINT, NY 11778 S Located at 700 WILMARTH AVE GREENPORT;NY 1194 _5 - -- 4 . 5 S 5 �Appliication Number: 2029617_ Certificate Number: 2029617 S c rj -Section =41 Block 1 Lot. 20.0 Building Permit: 30377 BDC: NS37 S ;Described as a occupancy; wherein the premises electrical system consisting of rj _ _ 5lectr�cal devices andwrong, described be inion the premises at: 5 Cj =Basement,First Floor,Attached Garage,Outside, S -Avisual r inspection of-the premises electrical system, limited to electrical devices and wiring to the extent detailed � tf_accordance with the requirements of the applicable code and/or standard � . _-5erern, was conductedi�' roni.0 gated b the StaeoNew ,York,'.Department of State' Code .Enforcement and Administration, or other - 5 5 authority having jurisdiction, and found to be_in compliance therewith on the 13 , Day of January,2005. 5 . -5 _ 5 - QTY RateRating _Circuit: Type _ 5 S APphances and Accessories - 5 5 IEA;fi st.Fin _ 1 -0 F.H.P. 5 ii ujure Appliance Feeder _: 1 0 20 Amps 5 1114 reAppliance Feeder 1 '0 40 Amps -- �5 1. 0 Oil CJ [J Air conditioner , I 0 60.000 BTU _ Wiring and-Devices Outlet 47 -0 Fixture Fixture - 45 10 Incandescent 2 ;0 : - FlourescentFitur ,.utlet 64 0 General Purpose = 5 Receptacle 42 --0 General Purpose 5 c5 �! ,Switch 28 0 General Purpose 5 C5,1 Dimmers 7 0 CSJ 5 -Receptacle 2 0 20 amp Laundry 5 5 Paddle Fan 1 0 5 Multi Outlet System 2 0 ft seal �S Disconnect 1 0 60 amp Air Conditioner 5 SContinued on Next Page I of 2 S SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S ���� FYI' ��MPC�LPr��� �a 5 - BY THIS CERTIFICATE OF COMPLIANCE THE 5 ` NEW YORK BOARD OF FIRE UNDERWRITERS 5 S S S BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 cS 5 CERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by 5 5 SSFULTON ELECTRIC INC. MANZI HOMES 61 WINDSOR PLACE POBOX 702 5 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 S 5 Located at 700 WILMARTH AVE GREENPORT, NY 11944 5 Application Number: 2029617 Certificate Number: 2029617 S 5 5 SSection: 41 Block: 1 Lot: 20.0 Building Permit: 30377 BDC: NS37 5 5 . 5 Described as a occupancy, wherein the premises electrical system consisting of 5 C electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Attached Garage,Outside, 5 rj A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 13th Day of January,2005. S 5 Name OTYY Rate Ratine Circuit Type 5 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. Future Appliance Feeder 1 0 20 Amps SFuture Appliance Feeder 1 0 40 Amps 5 5 Furnace 1 0 Oil Air Conditioner 1 0 60.000 BTU 5 Wiring and Devices SOutlet 47 0 Fixture 5 Fixture 45 0 Incandescent Fixture 2 0 Flourescent 5 Outlet 64 0 General Purpose 5 Receptacle 42 0 General Purpose 5 Switch 28 0 General Purpose 5 Dimmers 7 0 5 Receptacle 2 0 20 amp Laundry 5 Paddle Fan 1 0 5 Multi Outlet System 2 0 ft seal 5 Disconnect 1 0 60 amp Air Conditioner 5 Continued on Next Page 1 of 2 5 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 0 ■ I1rQ3WL= ■ SBY THIS CERTIFICATE OF COMPLIANCE THE S ' 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 5 CERTIFIES THAT S 5 5 SUpon the application of upon premises owned by 5 SFULTON ELECTRIC INC. MANZI HOMES 5 61 WINDSOR PLACE POBOX 702 5 SCENTRAL (SLIP, NY 11722, ROCKY POINT, NY 11778 5 Located at 700 WILMARTH AVE GREENPORT, NY 11944 5 SApplication Number: 2029617 Certificate Number: 2029617 5 5 S 5 Section: 41 Block: 1 Lot: 20 0 Building Permit: BDC: NS37 5 30377 c 5 Described as a occupancy, wherein the premises electrical system consisting of 5 C electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Attached Garage,Outside, 7 rj A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 13th Day of January,2005. 5 Name OTY Rate Rating Circuit: Type 5 5 Service 5 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb 5 Meters: 1 5 55 5 5 5 S 5 S 5 5 5 5 Sea. S S 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 i � _t _ - - p 2 Fax(516)765-1823 Town Hall,53095 Main Road N 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 I O N DATE: Building Permit No. .3o3 7 r7 Z owner: Manzi 4VM-a (please print) Plumber: Ch,cK. Sand f-rS (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers ignature) FREDERICK J.NAPOLITANO NoPublic,State of New York No.01 NA6089519 in Suffolk County Juo Comtrlissiotl E>�1166 MBroh 24, Sworn to before me this lday of .-I Cn. ✓v y__� 1� c�'°�� Notary Public, ��f T� ��� County FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30377 Z Date JUNE 4, 2004 Permission is hereby granted to: JOHN CILIA 2851 SHORE RD SEAFORD,NY 11783 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 700 WILMARTH AVE GREENPORT County Tax Map No. 473889 Section 041 Block 0001 Lot No. 020 pursuant to application dated MAY 25, 2004 and approved by the Building Inspector to expire on DECEMBER 4 , 2005 . Fee $ 1, 308 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Town Of Southold P.O Box 1179 Southold, NY 11971 , * * * RECEIPT Date: 05/25/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 ' Rocky Point, NY 11778 Clerk ID: BONNIED Internal ID:94525 X65-,802 BUILDING DEPT. INSPECTION [ 'FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � �•' oe DATE �� �S v INSPECTOR�� 3(cD 3 7ss.,soz BUILDING DEPT. INSPECTION [ =ION FO ATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: '6� DATE 7 � INSPECTOR- -30 -3 -7-7 765-1802 BUILDING DEPT. INSPECTION 7iaDATION 1ST [ ] ROUGH PLBG- DATION 2ND [ ] INSULATION [ ] FRAM N� [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /owek Sfra idlUr� w►asr e arc DATE z y INSPECTOR '"'�� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [�]RUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ vfFRAMING [ ] FINAL [ ✓ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � c DATE p INSPECTOR 1 30372t- 76s-,so2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO N PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �l l � INSPECTOR 30 3 77 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: --o DATE I X 31 �5 INSPECTOR ' 3V3,77 765-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l DATE Z INSPECTOR ^''� I � Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Barrys stuff\Energy codes\KIDBY.cck TITLE: Kidby Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 04/29/04 DATE OF PLANS:April 2004 PROJECT INFORMATION: Booth Place&Wilmarth Avenue Southold,New York 11971 COMPLIANCE: Passes Maximum UA=370 Your Home UA=363 1.9%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 1754 30.0 0.0 61 Ceiling 2: Cathedral Ceiling(no attic) 274 30.0 0.0 9 Wall 1: Wood Frame, 16"o.c. 1680 13.0 0.0 114 Window 1: Wood Frame,Double Pane with Low-E 234 0.280 66 Door 2: Glass 40 0.320 13 Door 2: Solid 21 0.320 7 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1989 19.0 0.0 93 Boiler 1: Other(Exept Gas-Fired Steam), 80 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with lication. The proposed systems have been designed to meet the New York State Energy Cons ation Constructs s. When a Registered Design Professional has stamped and signed this page,they are ting that to the b belief,and professional judgment,such plans or specifications are in co 1 a with this Co Builder/Designer Date �'� NE'Nj REScheck Inspection Checklist �. New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 04/29/04 TITLE: Kidby Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] I. Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 2: Glass,U-factor: 0.320 Comments: [ ] 2. Door 2: Solid,U-factor: 0.320 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Exept Gas-Fired Steam), 80 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. t [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ J 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: [ ] 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. 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 Fj 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) l FAD PECTION REPORT DATE COMMENTS cow- FOUNDATION -FOUNDATION(1ST) 77 roll Jy ----------------------------- c FOUNDATION(2ND) rl- ©� ROUGH FRAMING& PLUMBING12 r f .. r INSULATION PER N.Y. STATE ENERGY CODE O!L d FINALry r r u ADDPTIONAL COMMENT S �'z rJ 0-4 G� d Az . x 42t, e "�,s° nuiLliiivv rEtttv�tl A1 YLlI N1l0N C'HECKLISI BUILDING DEPARTMENTDo you have or need the following, before applying TO"HALL Board of IIcalth c UTHOLD, NY 110d12 5 ? 3 sets of Building Plaus__ _- - - TEL: 765-1802 _.PERMIT NO. 303 7 7 +� Check Septic Form N.Y.S.D.E.C. Trustees Examined 120 cc/ Contact: --------.� C-1 k- Approved ,20 1�4ty: in I C'62 st?C Disapproved a/c -�. Vc_05-- rl : 6.3/- Building Inspector APPLICATION FOR BUILDING PERMIT Date lay 1 L �, 20 0 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining prenniscs or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a pcniiit 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 Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of q,Building Pennit pursuant to the Building Zone Ordinance of the Town of Southold'; Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections, 9'ignature of pplicant or nannc,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber,or.builder C"'r-z r-10 rhe s i n C Name of owner of premises C_7ep r K- (as on the tax roll di latest deed) If ap lie t is a c rporation, signature of duly au orized officer (Name and title of corporate officer) Builders License No. i Plumbers License No. 31 -m Electricians License No. 50 - Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section �/i Block 1. 0 Lot O , Subdivision Filed Map No. 1:.ot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy, Nature of work(check which applicable): New Building Addition Alteration _ Repair Removal Demolition Other Work (Description) Estimated Cost CW ©C) Fee (to be paid on filing this application) If dwelling, number of dwelling units L Number of dwelling units on each floor If garage, number of cars �f 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 Rear Depth Height Number of Stories Dimensions of entire new construction: Front ( O Rear 6S�y Depth Height 00' E '' Number of Stories ) Size of lot: Front U I Rear 61 Depth N J. Date of Purchase 52/a 1 /o Name of Former Owner JC) C i + C' 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: o 3. Will lot be re-graded Will excess fill be removed from premises: ES NO 4. Names of Owner of remises C�Ebr k�tl 6,/ Address )sLawcl Rd- C'c»64-Phone No. G 3 Sys Paas— Name of Architect`15c1rr2' fi rAA . Address 9 s.#�a le-c,;t# Rgeo-Phone No a►-I Name of Contractor qk-lcwi t% V+g,,ne�3 i-i e Address ?-O (3o v ?o a Phone No. /O'3 4 5. Is this property within 100 feet of a tidal wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6.,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, i)He is the (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 erformed in the manner set forth in the application filed therewith. wo to before me this �( day of t–LA t 20 0 '4 Notary Public Si ature of Applicant FREDERICK J.NAPOLITANO Notary Public,State of New York Req.No.01 NA6089519 Qualified in Suffolk County Commission Expires March 24, t D, J S.C.T.M. NO. DISTRICT: 1000 SECTION: 41 BLOCK: 1 LOT(S): 19&20 WELL IN HOUSE WELL IN HOUSE DWELL. PUBLIC WATER NM#4 END WATER MOM 37't CL 35.23 CL 34.70 WILMARTH (50') AV UE EL 30.8s n N N87036'50"E 150.00' 35.8 EL 31.2 O w O O o o O O w> W ELEV. 31.2 `Q rl BROWN LOAM 1. eR0W1a � v $ (37.0) 5' COVERED PORCH w C L 2.5 EXP 40.0 14.0 T ^ a m PROPOSED BROWN W =� ? MEORN 2 STY FR. GAR+ TO o•Mx, ? W/CELLAR R ,� LP NIN,B S.T. `� EL(37.5 CORM FFL EL (39.0) SAND 0 r W W/GRAVEL .. (37.0) VIATER 9.3' LP 37. -DECK O .-� MEOW COARSE ry w 16.0 M SAN O ., g tv i a4 MO►TER 17, PUBLIC WATER v .�--1 LOT 13 h�'c I I ( 3-26-03 M DWELL. w w qQ� O O PUBLIC WATER END OF MNN NOT MARKED QQOQ• N LOT ,12 s N I LOT 1 1 --LOT 10 O I I • Z EL 35.8 ,p EL 35.2 tJ.1 3'C.L FENCE 0.3W C.LT FE 0.3•S FE 0.45 CAM S87036'50"W 150.00' LOT 14 LOT 15 LOT 16 DWELL. DWELL. U.P. PUBLIC WATER PUBLIC WATER -- THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 18,000 S.F. OR 0.41 ACRES ELEVATION DATUM: __ASSU.MEIZ_________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 11, 12, & 13 CERTIFIED TO:THEODORE C. MARTZ JR. MAP OF: WASHINGTON HEIGHT�kDW �31t��A31Sd�4 .4-40 FLED: DECEMBER 29, 1927 ,~I"' SITUATED AT: GREENPORT ZO :01 WV 6Z ddV EOOZ TOWN OF: SOUTHOLD i,�inoj } O. �f1S KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK � � `} Land Surveying and Design �+ �v P.O. Box 3, Mattituek, New York, 11952 FILE # 23—12 SCALE: 1 =30' DATE: APRIL 21, 2003 PHONE (831) 298-1588 FAX (631) 298-1588 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy t./EG L p/EL 4 /N A/0 e- Uf✓EGG/Nle �tJ,BG/C /✓/�TEf� ,q �� d p t1c W d 1 \ OARK 4 N g 4.0 m v BROh/N GD.4M ` J ®RowN c 5 Q N M ' LOAMY 5,4NO 01 ��l • U I {w t�t Q o L✓/6RW vez WIN k� v M 7,01aW TO ro.4 mom' - ( I,' 4 -9..5 0W,4TER _ ,� {� N ; Ij MEDiuN! To 1-02-11 0W 3 h$ /2 ( /CNO 4WRA55T-5:41%40 RA NG GDT Z% GoT/3 o/. s? 0 /O 597 g6, z4r 15 LOT /!o 1-17' Q ! ,0--1,/1L G/NG/:UZgz/C TEST �D� ti/�TER V26103 Map of Lots 11, 12, and 13 "Map of Washington Heights" Situated at Greenport Town of Southold, Suffolk County,New York District 1000 Section 41 Block l Lots 19 and 20 Certified To: George T. Kidby Webster Bank, N.A. Commonwealth Land Title Insurance Company .ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Hortons Lane Southold,New York 11971 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 ��. A (631) 765-3462 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT �. *2� SURVEYED: July 7, 2004 BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED FINAL SURVEY: December 31, 2004 SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. * # THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. f ELEVATIONS REFER TO AN ASSUMED DATUM. s WELL LOCATIONS BY OWNERS. SEPTIC SYSTEM AND WATER LINE LOCATIONS ARE BY THE CONTRACTOR. OFFSETS AND MEASUREMENTS ARE TO THE FOUNDATION. LAND 8 Q Scale: 1"_ C"'�� SOZ I t✓EG G !1/6Z L /n/ f/Of/SE �sdEL G/Nla /N HOUSE pt/6L/C `✓ATE,Q + /1/ e4 7 36 50"E q,j o 0 0 N � N AREA=/8 DOO S,F_ R �z O `N ¢.0 ,BROWiV LOAM o Ul � BRoI.t/N �O v D I N/ED/UM T° COARSE SAND ,� � r �� m 3 /�/�4RA✓EG a I NlEDiuN! To COURSE 514N10 3 y.8 L07- /.5 N I LOT �s '�2N GoT /N 1,09TER S 87°3!�50'�it% �c•'`'-'-T— /50.00 LdT /S L°T /a -/7 � e TEST HOG f F D�✓EG L/N� -."G/,BL/C l�/ATE'R D`t/�'L L/�/6 PU�3L/C wATE�4 )1261,03 Map of Lots 11, 12, and 13 "Map of Washington Heights" Situated at Greenport Town of Southold, Suffolk County,New York District 1000 Section 41 Block 1 Lots 19 and 20 ►`►� 1 2 x004 ANTHONY ABRUZZO R.L.S. ;c3LD REGISTERED LAND SURVEYOR 1500 Hortons Lane 0� " Southold,New York 11971 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 G?� �"°`�`� (631) 209-0676FOUNDATION LOCATION: July 7. 2004 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. � jp,p7.1 ELEVATIONS REFER TO AN ASSUMED DATUM. WELL LOCATIONS BY OWNERS. 1ANU 5'� Scale: P= wFo G H/E'G L /n/ f-loU'S'E lJ.w�`LG/N4 14Ve 1 A"/ 7�3ls►'5, E i `4 Q ct!t► o 5.7 j X R,f,4=1-4?0 .41 S,F_ I ; O jl D Z�J i �J EL, /,2 \ OARK 'h 9 a 4,0 `1 o V -/1 In BiPOh/N L0 4M �.► `ll W � o I MED141 TO J I // d (�( � ��► x� COARs� SAND cam' ��k' Q -9.3' `✓.4TER. LO ! I`' MEDiuM To Ill I ��•d O `� ( LOT SAA/D V f GOT /3 LOT- �6 �, " ^N GoT //V /Nr9TER Z10 /S LOT /c. 3 e L/�1/(,� TEST 1-1041-45 � F O!�/E'L L/NC -f'l./bL/C G✓.�T:�-f"r' Us�/E"L �UBL/C I wslTE.R -�126143 Map of Lots 11, 12, and 13 "Map of Washington Heights" Situated at Greenport Town of Southold, Suffolk County,New York District 1000 Section 4.1 Block 1 Lots 19 and 20 v�:c CIL�cVe3�ttil3 ..ry 1Y°6e' :.�i G�zj'c�.LTr�Crs en APP 0V.x.:.wF''S'si .JT✓.•�43�a�'.��Ovh p A S', ;3L.s:: •+S64 wS4:d Data1A N1 21 005 € . 4 0. t2 ! o 1:53 Certified To. Tho EF-, Pe an-c', r 1C r R�tF Ern George T. Kidby Webster Bank,N.A. t ... .Commonwealth Land Title Insurance Company py, .ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Hortons Lane Southold,New York 11971 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 � � (631) 765-3462 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT SURVEYED: July 7, 2004 BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED FINAL SURVEY: December 31, 2004 SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. iR THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ' ELEVATIONS REFER TO AN ASSUMED DATUM. " p� ' WELL LOCATIONS BY OWNERS. i!� a•� SEPTIC SYSTEM AND WATER LINE LOCATIONS ARE BY THE CONTRACTOR. LAmav OFFSETS AND MEASUREMENTS ARE TO THE FOUNDATION. Scale: P= 7 COMPLYWITHAL.. r,ODESOF NEW YORK STATE & TO WN OOp " TENER 60tIEDULE FOR STRUCTURAL MEM)ERS TloNs NO• DATE TEM GENERAL NOTES AND SPEGIFIGA IONS STRUCTURE Fes`-' GONTIN O s LOAy�D PA�TI7L11�1 DESIGN DET souNU DTOWNSA UUNUI GENERAL L A-L LIMCIR TO DE DOG. PA CONST-lwnoN &RADE HYD. 2 LFLEss orl-mw15E SMCrLD. RMCRPTION O N"MG ELEMENT NMB , SPASM&, AND TYPE OF FASfF]•F]x °'d FLOOD LOl\G K SO���PLANNING BOA 2 Al 6rRLL'TLRA. STEEL TO DE A5TM A5i PETALED, PADRVATE>, AD ERECTED AS PER AA5C. JOIST TO -,LL OR ORDER TLE NAL SOUTNOLDTOWN L ARGHRECT AW/OR ElN6PHER ARE NOT Ed&A6E0 Fax SLPENISION, SPLATE 7O 19161' OR PACE NAL �O o.c. 7/7/e" �-- �P� COMPLY WITH CHAPTER ,� 6„ TRUSTEES INSPWTICN, OR ADMMISTRATILN Or nils ca•i5n"TION PRLIPLT W 5. POR CAMLEVERED MOOR SECTWS Sa.D f4-OCKMG 9vLL DE P+OVDED TOP 2 Sq.E GATE TO STHD EM NAL d END DIOTAN FLOOD DAMAGE PREVEN ION N.Y.S.DEC ANY CAPACITY. AT THE CPF1flPiER SWOR7 60P11'0 SOLE PLA TCM. NAL "d or � d SOUTHOLD TOWN COD 2 DO NOT SCALE DRAWMT2S. WRITTEN PMENSIONS S.FERSME SCALED 4. Al DRDDIN& 70 DE EITHER 52D OR r X Y OR D &A CROSS P NAL 2r e O 24" o.a o DWBNSIONS. Al DWEISIOS AD C"rra4s r0 re VERT® DY WMIN6 NOT TO ElVtED e'-�O' Of eo C12fnv6TOR6 PRIOR TO CaM NCMG CLNSrKLVTION ANP PRIOR r0 TOP TO Ts P L 2 d " o.c. ° . e ORDERING MATERIA-. ANY DIS`CREP"IES SHALL DE REPORTED TO 5. N1 LEADER-S TO DE (1) 2" % D" LNF55 Ofl$RWIS. 'kFLIF®. SOLE PLATE TO tl215f OR A7 WAIL P,N65 d ® " o.c. WA1RMf7/ENEINE=R PRIOR TO FRq WINE, WITH WORK. i. PROVPE Da" FEEDERS AP TRM,45Z AT Al 5TAIR ASD MOOR RAPLE TLP FUTES M 46-MCH ORSET R' EM JOINTS P M LAPPED MEA 6- d OPENINGS AM UPEx Al POSTS AD PARTITIONS R"M& PARALLEL N& d9l5rs R/FTHtS TO TOP RA TO'_ NAL "d a 5. AROHME6T NOT REOPONS" FCR ANY GHMI0155 MAR WITHOF TO SANE F J 16TO ARE SEPARATED FOR PIPING, DUCK SOLID 4 FOOT OL. mmmm. PA JaS7 r0 TLP RATE 7 NAL 6d O o.c. o° 3 -:::� I PRIOR NOfIPICATION TOP RA LMS Ai 5 SECTION" F NAL 4- 7. SEE iA%E POR RILL rel6tif MD JACK STD RE¢11RE.ENTS M ARTERIOR T TWO P W " SPe .c cion e c etl a •° k /Ll. CONSTWICTION TO DE F YORK STA M ALA-.) NE YORWITHK THE APD WMIOR LOAD MARMG WALLS RESDEJTIN- CODE OP FEW YORK STATE PE AN), FEW YORK STATIN TWO s d " o.c. o on each ed e ENERGY CONSERVATION caNSrW�cnaN caR, AND Al LCG,W LaEs. a. AL 5rwwrLR.•L wacD TO re K8'f 1" DActc FRan cHWrEY. u ,a5r TOP PLATE. TLE NAL ALL CONSTRUCTION SHALL _ T61 r e EET THE REQUIREMENTS OFT E S. I DESIGN CRITMLA - THESE 12"AENTS HAVE DEE7N DESIGNED M ACCORDANCE WITH 9 PatPATION WAIS TO DE APWTE.Y DRACED AS REguRID I.NTL . P T P •� d CODES OF NEW YORK STATE THE MMICAI PORES! & POPM ASSOCIATION (Al' & PA) WOOND,pHRR.E SPPORTIN6 FLOORS ME IN PLACE P M?M METHOD, 'SET NL i 5 O P CaNSTRI.YTION MAALVL POR OE & TWO rAdLY DWHIM , (WYCM) FLOOR Jaws PRIOR TO PALKFLLMb. - d 5:2 d . - 5- '2 M d PCUMNC 10. PORMWORK TO REMAIN M RACE FOR SEVEN DAYS A'TER PaR OR WHEN EMIMPSON STRONG - TIE CONNECTIONS 7`'PI � ��R TO TOP 4 r+."FrTI 'a ALL ATEA L NE SNA FD A CCMRACTOR SHALL VERPY Ii1 17(ISTPN6 GODITIOJS PRIOR TO fW7GEEDM& CONCRETE HAS REACHEP 50% OF REQARED STRIENOTtl 61F1P6(4N 6TR121r - TIE &WATER O NES NEED LeTA10 CONNECTOR.W" O.G. 1-16 CONNECTOR 016.O4 TESTING BEFORE COVERING r WITH WORK. NOTIFY ARCHITECT O' ANY DISLREPAJGES W WRITMB II. Al STEL BITCH PLA7ETIS4 6 70 m l DOLT® WITH 5/e" Dol STEL • 70 USE 112-IOD NAILS 116E 10-I0D x I In'NAILS Dors 4 Ir OL. s7AVFsxED. P C23FE2 snDs CERTIFICATION OF 7. CONTRACTOR SIAL D, REWONSICLE FOR VERMATICN Or ALL MNEFYWS D, Al PRE-~ACTLRW LIAM GAIL DE M5rA1.® AS PER T - IOd 6 Sr 0... .tn REQIRED POR ESI' MATAN6. (SITE VISIT MANDATORY) ~ACTI.RERS RECO14AF•DATAON5 AND °OPWMATIONS. Two nal la at each Dena and at death spl ice NAILING & OONNECTIO Pi. "S1.PSaW TYPE COUECTORS SHALL M USED PLR Al HLSt 5 S " 1) & REQUIRED, + e. M ACCORDANCE WITH STATE AND LOCAL CODED, THE REM RED EKITS M THE 6TRWTLRAL LOAD CARRYMG CLTDmOFS. ROOFS 5 S- I RMQIRED EXITS IN THE oasmo bMDM& MST M KEPT CLEAR, MAINTAIN®, PLUMBER CERTIFICATION MD PROTECTED. 14. 6TRUCTIRAL NMMS S1A1 NOT W Cir, PORED, OR NOTCHED IN MCEGS WOOD �TRUGTURAL PANELS SUP)FLOOR ROOF USE A l NAILr'I of ON LEAD CONTENT BEFORE OP THE, ro LONMG R 71110 etl NAILS THIS 9 Al WORK AP MATERIAL OF THIS PRAECT MD ARW&4T SRPALES SWI- A NOTOUS N 9OLD Lumm ,NI&Ts, RAMMRS, AND DENM' Sall NOT EXlEEPANG WALL Sf1EATf11NG TO FRAMING SIDE OF RATER CERTIFICATE OF OCCUPANCY DE PROTECTED FRaA DAMAGE M THE EVENT O' DAAAGE, THE CW-G M O' THE DEPTH O' THE h8.4A3L SHAl DE FYI La4EfR THAN OW-THRD CONTRACTOR SHALL. WMEDLATE-Y MAKE ALL REPARS MD REPIACE.BNTS O 602 M3.AT EN stall NOT W LOCATED M THE ON- OE-THPO T THE SPAN TOTAL Fd1R o THERETAIN STORM WATER RUNOFF SOLDER USED IN WATER FY' TI"IE AT THE ETD E A N! SEER SHALL NOT ER QH CTENOT PC a" TIE. D0'm 6d WAILS SUPr�LY SYSTEM CANNOT FFJ,ES.PMr 70 THE APPROVAL A' THE ARC.HITF(T AM A7 NO ADDffIOtJN_ LP THE M9MDER THE TENSION SDE W THE M7MC82 SW1 NOT DE NOTCHED `�-�RP DLLDM� H"IATBZVL GfSLRPf1AN a' Ph51II�t FASTENER S'ACMG NTo �R a , PURSUANT TO SECTION 45-10C EXCEED 2/10 OF 1%LEAD, ca5r r0 THE OWNER. D. THE wWEmR or HOFS PORED OR Our INTO M7MCQR5 SAL Nor e%LEID ' OF THE TOWN CODE. Ow-THIRD THE DEPTH a• THE AE74m HOLES SEAL NOT DE CLOSER THAN z INOM, Eeg5, (pyhE6)d•T INTERMEDIATE! SPPaxrsc'e (INCHES) W. CONTRACTOR rO PROTWT Al AREAS O WOW FROM MCLOVENT WEATHER TO TIT rOP OR DOrrOM W THE M3MU R, OR ANY OBER HOLE LOCATED W THE M34M PRM& AND AT THE ENP Or DAILY WORK OPERATIONS. WYEFE THE MEMDE2 IS ALSO NOWAl rCF , THE HOLE SCE NO CLOSER THAN 2 INCHo THE Norat ES rs 5/11" - 11/1" PLYWOOD iD Ca t.1LiJ MALS (SAFOOR, WALL) f D 9DD NOT PROCEED WITH :1. CONTRACTOR STAT OTOROE STRICT DSCIRIFE AND &OCD ORDER AMOFIb W CLMMCAN NAILS (ROOF)F i 9 FRAMING UNTIL SURVEY. THE LONTRALTLRS EhRO/ED5 AND OTHER F8R5aJ5 CARRYING, gr C. wry, tNOTGFES, AW DLRED }OLS M FN&mEERED WOOS PRaDtri$ ARE NOT PERMITTED Y2 OF FOUNDATION LOCATION 19/5L" - T RYwom W CaAMON HAL i Y2 9 ( SIMPSCN 6TRONG - TIE HAS SEEN APPROVED. THE CONTRACT. THE: CONTRACTOR SWL NOT PMMIT EMPLOYMENT OP 15. ARTY SLID N AN EXTERWR WA1 OR pEPlRIFPa PARTITION MAY DE LUT OR NOTCHED TO H SA GON•ECTOR .16"Oc 1.1`SE PERSON` OR PHt.ONS NOT fA'KLL® M THE TASKS A Y be FYJT OLIN& 25 PERCENT LF ITS WIDTH STTDS M FIA SMILE S PARTITIONS A AL NUS ARE SMOORIN.O.fMON, DOR OR P8WRMFP SHAW6 IEWWr WHERE OTHUMSE STATED FI USE 0-SD x I In'NAILS A°.DSIGH� r0 THEM MAY TI NOTCHED S 7o A DEPTH ORE i0 W.® 40 PERCENT E I SINGE SAID WPM C NAILS SOW_ DE SPACED A7 NOT MORE THAN f ARCHES ON COMM A7 Nl SUPPORTS WFBRE SPANS IRE At IIJCHES OR GREATER EYGFPRON I: h STI.D MAY W DLR® TO h DVAETER NOT ,NLEFJDM6 M PERCENT O' ITS D FO.R-4-0017-0Y-NO017 PANELS SHALL DE APR® vQanry i v o WDM PRO/DW THAT 6" 671DS LOCATED M WERIOR WALLS ax MARMG PARTITIONS D- N1 PRO,FLT WASTE MhTERIAL MD KIDDISH TO DE BSPOSW M CONTAINERSWPM DOALED AFD THAT NOT MORE THAN TWO SUESSSM! STIRS ARE DORHD. P 6d CFjORV/W NAILS GULL DE LOW POR ATTCHRJfi ARYWO7D AND WOOD 5TR1L'TLRA PEEL ROT SFE,ATHUr6 FRMAM6 TO WHTIIIN Ab9JCHI _U } PROVDED DIE Y TCONTRACTOR rOR SWG-ga NT LEGAL Mr-GrM DaPTION 2: 'SLEW H SG1 OR } 61W551-4 HEAVY DUTY 6SHOES MAY De USED PCR PIPING DSrAICE FROM eei"TETD WALLS, E AERN ROLE mlow 5 MORE THAN 25 rem LP TO 75 I'@T nuo mmLw ° T IL Z (1 I- DISPOSA_ CONTAINER L06ATION TO DE COORDIN4T® WITH THE OIFEx LP 70 2 5/e INCH OD M 12 SDs 1/4 X 111'r OR 5" WOPECTIVILY SCREWS) & N I-S POR ATTACHM& PANEL ROLE' SI-EATHHM TO INfBA&PIATE S.PPORTS SHALL DE 5PACE7 I ARCHES ON amm Bel NAILS o U � }a OI'P�RE BSP05A- TO DE ON A REGILNR NOS. Ii. WHEN PPIFI6 OR DUCTWORIK K RACED M OR PARTLY M AN EXTERIOR WAIL ai MTERIGR rOR MINIM" 45-WCL PLATES FROM RPDEM rAVM MD &ADLE ED WALL& AND A MGES OH CENTER TO GA" END WALL rARMMG INTO o p END �~ IL g 6' ~ CONCRETE IOM DE W THAN W 0 �C E T ITS WIDTH, BALLING, 612 METAL TIE Cr THE TOP RAE I SPACMG rA5rEMERS OI R-OCR SEATHM& PMH- WW:S APPLES TO PANEL Mr= SLPPORTED VVY FRAVIM MEMBERS AT 111 BOYAR PFAWETERS LENGTH N Q I_ � �N Y DY MORE MNJ 50 PERCENT CrW ITS WIDTH, h bILVAVIIID MTA TH Cr NOE IFGS TWN EI S m f 654 IWA1 THICK ANP 1 11//2 INCHES WIDE SIAL M rASTETED 70 EACH PLATE ACWSS ONLY. SPACING O' rAsjFi•ERs ON ROOF SEATIIPN6 PANT EDCdES APPLIES 70 PMH_ ®EEO SLPPORTHD DY rRAMIFNb MEMEI-R5 AND A7 BOOP RARE PERWEiHiS. W NAILS F yD O �j Z 4 L MWWLM LOAPRESSIVE SrRENET1 CF Ca,16FETEA ONE TO EACH 6PE Cr VE OFHJIIN6 WITH Nor LESS THAN EIGHT IED NAILS AT EACH SIDE MOCKING O' ROOP AM PLOLR SFATHINE, PANEL EIXDTS PERFETDIC.ILAR TO THE MAMMG M3MDER5 Sall. NOT DE REgmw Dzff T AT MTERo=CTVJN FFF U µZ7 INTO O' ARP6E NT ROOF P-�M ROAR AND ROOF PERIMETER Sall M 5-PPORTED DY rRWM M3MD OR SOLID DLOCKM& L r DASP7•BJf SODS MD INTERIOR SADS ON GRADE 25061( T. ALL WERIOR WALLS TO W SEGUED WITH I/% MCI THICK 4 POOP DY 5 FOOT .AILD filmpeon elrong-TI. PJ(CTPT &MASE I LOOR S--,ADS RYWOOD. PLYWCW TO DE MSTA1fD M TIE VERTICAL DIRECTION WITH 5RD6 SPACED8001= COVERINGS HL w O zd C p D A M&" 9' li INCHES ON CEN FR U WEMENr WALLS FOIWATION WAIS, DITERIOR WALLS woO THE UN6TH 6 AN IFDN¢1YLLY DRACED WALL PAH- ON A 66NTIMIOU9.Y SHEATHS I UL AD OTHER VERTICA. CONCRETE WORK EPOSED TO WEATHER WALL 51AL NOT M LEGS THAN 4e 11,1,115 FOR a FOOT HIGH WALLS AM 54 IFY.HES I. ROT PASTPJ•ER5 91N.L G£ YL 616E A1IMPNIM WITH 5/6--MOI DIMETER tEAD O' A LENGTH TO PE1•ETRITE rOR 9 FOOT HIG2 WALLS. FRAISE THE RIXTIND AATHU& AND A MINWLM OI' 7/4 MOH INTO RO1O' SHFATHM6. WHERE SEATHM& K LESS THAN -)/4 INOt SIMP60N (TORSTRONY - TIE DE / HT CONNECTOR .16^OZ. POW,FES, AM SAff' 09 SLEEP' EIPL5ED TO THE 75061 DOOR R PMIS, HEI MAY M KNOT TO 72 INCHES HE O 1AAEW PROVED T11T TIE THICK, THE PASTETERs 9111 PENETRATE THRaGN THE SEAMING. USE 14-SD NAILB 1 Z �1L w U 14 1- WEA MD &MAGE POOR BVRffa W WA DOES 4 ET TO 55 2: A• THE ORBRALL WALL. rel6Hif. CLEAR THIS RE4UKEteBNf MAY iR RETICED TO 14 INCES MD 27 INCHES, PROVED THAT THE 2. ASPFIAI.r STRIP SiNG..ES SAl HAVE A MNWUM O' '3V FA5TETERS FIER SHMELE KQj ~ zz UUP SPAN A AT 7e DAYS P51. POOOR OENNG FEI&M NOES NOT EVA® 0 .S OF THE OVERALL WALL Hizeff = 0 O 3 ~ C. CONCRETE SALL DE EMRARHD M AOC•ORDANCE WITH FOOTNOTE D 70 RE4OE THIS R5aWBAWr TO U-, -, PWN' STRarF WALL SFEERWAl SYSTEM 5 pp LNDEW.AYM7•lr APPLICATION- FOR ROa'S FRaA TWO WITS VERTWL IN Y2 WITS HORIZONTA (T PERCENT SIRE) Y D. CONCRETE SAN DE AR THAN I PE TOTAL (.OMEN SAL NOT CE LESS THAN MAY DI USBJ. LITIAZE "CE WITH 1" STRONG-WALL IERS WHI SYSTEM MO9_ SDYJ/1 X D N I 5 PERCENT OR NO MORD THAN 7 CC IN If MVISTA INUM T M LATE 6NCE WITH THE MN•1PA 1-556s TWO O CA EACH AP TO POR WITS VERTICAL IR Y2 HORIZONTAL rELr ARA-L iCEWIT ROPE). UVMARTm AT THE Stall , r TWO LAYERS IPPL® IN T£ Fa10fJM& srARTix R- �NZ Pte- F- 1- E MINWW CB.FNr CONTENT Stall DE M ACCORDANCE! WITH CODE SPLTION R4o22 MINPAM TCP RATE CLTAPlTION (A) SWPSaJ L5505 (TWO ON EKhI SDEa APPLY 1 EAVE,1 STRIPAPPLY OF INCH 6NT HST' UIPER WITH AND V STARTING SJ TIE EAVES, PAST?® HES AND TO HOD M RACE STARTING 3 U U Q U Q� O' THE RCNYS MNM.N 6PL GO 6716 L USING 6OWIe7m DRILLING TEMPLATE, AND DRELTIOMS FROND® AT TYt: FAVQ MFl-Y 5i-'W1CFI WP7E SECTS Cr I.4DELAYAfM. OvERI.RWPING SXA.E55IVE SHEETS y INCHES APD FAGTENP SfTICENTLY 70 I1OD O IN - u N S 2 Al PAl'DATION WALLS TO DE ReMPORLW WITH GAME 161 A5 OARS • AO" OL. WITH THE SEAR WAl, NSrA1 TWO 5/6" ANCHORS AS DIRECTED FOR FASTENING SEAR W PLACE FOR ROOF 30PE5 OF PaR WITS VERT-Vk IN 12 WITS HORIZONTAL (55-PERCENT SLOPE) OR GREATER, LWERLAYA9Nr Sall DE ONE W AFD PLACED AT LEAST 5" FROM THE SOL WE O' THE PO.MATION WNL i0 rgl•DATION LAYER APPLIED IN THE rLLLONING MMd•['R UDBRLAYI,EJf SIAL DE EPL® SHPIELE rhSHION STARTING PALM THE SAVE AM L,YP® 1 WCIES, �D FAGTE•ID SfPIGENTLY 70 HOLD N RACE ETD LING STALL DE OR'SET DY i MTM T. SCREWS FOR ATTACHING 6YFSM DalwD TO WOOD rRMAlF16 -FLAIL GE TYPE W 612 TYPE 5 LENGTH 5. CLASPED r A CRAP I A CL1W SOIII- AND SEAL MWTRATE WOOD NOT LESS THAN 5 6 INCH MD DE NO MORE THAN D INCHES END Al FADTUI&5 r0 DEM OSI SJ' AI SOL ALL CAM QVI DEARUN6 / 4. ICE SHED SEAL DE PRODDED FROM FXHt HAVES EDC( TO A PONT' AT IFAST 74 MCEs CAPACITY CT 7000 PLU4•'S sf. AND M ALL CAMS Sall GE A MWWUM A' WII CINIE " F NAILS ARE TO CE arl NAILS D. WITH GE obi. DIrwmN 5/e" LONG, y-P b1iOW &RAtE / INSIDE. THE EMMRIOR WALL LIFE A' A dA.B1NG. Alm li'Y` FFM AND SHALL DE DOCILE NAILED, Wfm NAILS C£fwH3J 1 AND 1 11/1" Proved.minlmun I' .. ' APART THD F10 MOR( THAN 12' OL. �d db•enc. /Aly// 4. DROPPED rOOMub TO DE STEPPED AT A RATE O 12 AFD M Al 5. ROOF VENTILATION - TIE TOTAL Wr I'REE VWrLATMG AREA SIAL NOT M LEGS THAN I TO 150 Or TIE SPACE CAS'S SIAL M A MNWUM a' 9-O' MOW GRAPE TYPE T GYPSUM WARP FOR &MAGE ceLINbs mc-Am wrrrACIE SPACE SHALL re VENrLATrP EXCEPT THAT THE TOTAL AREA 5 PPRMR7ED TO DE REDWm 70 170 W,7, PRO/REED AT LEAST 50 E rxanb.r of N6iAIEP PFRPMVLaLAR TO THE CELMB FRWM& AM SHALL M rASTEFED AT MWAM PBRaNr AND NOT MORE MAN w PERCENT Or THE REgAREO VMM.ATING AREA K PROVDW DY VENTILATORS 5. WATBRFROcr Al Al PgINDATION WAIS TO M WATERFROOEP WITH A M3.DRA E i' OL. DY 17/e" AD COATED NAILS OR EQUIVALENT DRYWA-L SCREWS. LOCATED IN THE LPPOR PORTION O' THE SPACE TO DE. VEMLATED AND AT LEAST S FEET ADOVE THE a eel�tl Tolle In N SPAN EXTEWING FROM THE TLP O' THE raOfNb TO THE PINISfD &RADE THE M3MDRME SAVE, WITH THE 6ALMYR PRa/DW BY SAVE GP CORNICE VENTS N SHALL CONSIST O' I-PLY HOT MOPPED 19.rS THE .JOINTS IN THE NE$RA- SHALL AIR LEAKAGE De LIPPED AND SEALED WITH AN AOESV2 COMPATIDLE WITH THE WATERPROLFINE,MEMMANE i ALL SANS TO HAVE! STEEL TWAvFL FINISH. I. ALL WMOR DOORS MD WINDOWS SiAL M DE 40CP ro CLARY AR DEG310N LOAD GALGULATIONS AND CRITERIA I 1 O f , I LEk JEE Plr7 OR elf O' THE DIpDM& ENvaOPE OTYPI AL f;Lc;vg TO MPSOIJ etleOtJC TIE Ion= Toe Dl cT1an Q 7. PROVWCOWR TION. M-AG FASHAL INHERE CONCRETE!NS' TAC Ar41r WOOD WIPED SPEEDS FRE 8101LIN& AID NOT EXCE®IN6 Ila MILES PER r 2. WYMN WALS ADR, r/6EUN AD DOOR FRANL-S, PANELS Q2 ra"ATIONWL M1A ROSS SHALL 176 TION MSD, PAGE a' HIaR TER FI611RE R9012(k) O= 171E RLTNYS. USE STRAP TIE LS ot. DETWffi1 WN15 AND BOO'/CP3.ING AND DETYr$FI WALL PANELS � � = � PLATF, A N WAIL K.WAFf TOP O' rOPDATION WNL, LNDBR 9LL USE IOD x 11(1' NAILS RJORS I? PENETRATIONS ATIRJS LP UTILITY '.f OPVNI T. IN TH WALLS, I- RATE, AM lP AT LEAST k" ADOIE OOP a' SAD R�RS MID �, AND AL �� 5.eF1 Gff7JIHJGS M 7Fe �� 2. PER FI61,RE 5012(2) ,7)115 WOOING 15 LOCATED IN SEISMIC, DE51C�tJ OR ueE IOD x carr-taN NAILS P e. WOOD SLL RATES r0 M FAraTED TO rahPArW15 WITH ANOHLR DOLTS MWIfLOPE Sall M 640EV &AfWffW WFATM-STRIPPED, OR CATE]WRY C. FLAILING. THROUGH SHEATHING SPACW A MMKM Or A5" OL. rOR NrMIOR ZONES APD IT OC. rOR D' END ZONES, ORERw15E SEALED. w O DOLTS 61ALL DE LOCATED WREN M PLACES FROM THE EFD5 OF EACH PLATE SECTION 5. FOR AL ONE AND TWO rAMLY DWELMTHE! 6S, MAN WnWM DOORS 5. 6R -I'NC'H LOAfS �K PIP;' PO)PDS PER FOOT PER FI6l.RE R50I2(5) APPROVED AS NOTED D U � p VOISS ST De HAAT LEAST 1/2 NCH M DIA.ETE2 AND .HALL EINEM %PLL DE MS.LATED STEEL DOORS WITH ED G IT NSL"TOASS 11'C R(ANY'S. 0_3 Z N Q A M04LW O. 7 WOES INTO MASONRY OR CONC REM A FUN AD 1 5/e WC1 w 111 w O WASER SHAL M T16,HTE EP ON EACH DOLT' r0 THE RATE 4. RESO NNL MREPIACE WITS StVl HAVE MMWAL IWLTRA71ON LOSSES DATE: 30 B.P.O Z Q U F 1 WOOD SLL PATES SHALL DE TREATED LIh1DHL WITH THE DRAPER IN THE CLOS® POSITION EE: . BY:� Z FKEPLK.E WITS SHALL DE FROVDW WITH A 5aRl.E O LRMDSfION TYPICAL HEADER TO etuDe CONNECTION NOT FY BUILDING DEPARTMENT AT AIR D,LTFD FR4M TE OJIDOORS, OP GffVENT qW-17ITY TO LAMER molvRrES DOLE FR i2 P-1!00000 SIMPSON STRONG - TIE Q � 9. PROVDE 2" % A" KEYYJAr ON Nl POOfUlES i0 RECEIVE PONDATIOL SPPORT COMDLI5TIO1. THIS SORLE SILL DE 0 785. 002 CAM TO 4 PM FOR,THE IL O 0 EgUfRFD WITH A S" HEADER L STAI (USE AO-IOD NAILS) LU D- 13 DMPEt CAPADIE O EEMPa fU1Y CLOSPED. AlIM/ADLE DEiPL710N5 �� }FADERS AD ORDERS RA"TERs & JOISTS 161' HEADER L6TAle(USE IO-IOD NAILS) m ANG INSPECTIONS: M ISG 5. AL WWONS TO DE "AFD}SEN W fH SLATED EIAGS AD SCREEN ! S RLYT RAL M3ArR STRWTIRA- Fb GTR LTRIL Fb H"HEADER L6TA2I (USE 16-IOD NAILS) a S 1. F UNOATION - TWO REQUIRED O 1- 1- ( Z OR EQU•L TYFM AM SIZES AS ENPVATW ON DRAWIN&s ID)ECTION AHdDFR M3.LDE2 1 F R POURED CONCRETE fO Q O Per z z I. PROJDE A i MIL. POLYETHYLENE! VAPOR DARRER LINER Catfiff E WITH MAX U VA-LE a' Ole AW Om FOR ELAZED DOORS 9 \ 2. R UGH - FRAMING & PLUMBING ll-. O O W w O S-*. ((MIT o GARAGE) WNPOWS AND GAZED DOORS BALL DE RATED TO WITHSTAM A z X i 1157 2 x i ry01 I F TOCP 1Q N J 2 GRAPE AROM FEW CONsTWYTIOI Sall SLOPE AWAY IFOM SrF TIRE MINMM PRESSRE OY w PSP. RA'TF.RS IL 2-x e 160 2 x e ROI ,I� ® (� 4. FINAL STRUCTION MUST W ~ U AP MBP INTO fXSfINE, THE GRAPE AWAY FROM ra1WATIOJ i. PFOVP>e MINMM 9" RLL TI1V.K M51hTllM N cELPJCf WRF7 UN-EATED /Fr ME5 IL 2 % 912. 2 % 1101 i e I E FOR C.O. WA-1-6 STIHL FAL A MNMM Or i LACES WITHIN THE FAST 10 M=r SPACES ADOVE, M MOORS WITH UNHEATED SPACES BELOW, AMM MLAn L 2 X R eFi 2 % U 1061! of D 0 ALL TION SHALL MEET THE O w L 5. CONF.VTOR Sall DFPZJ!.PE 6aD JPet&Nf TO MWUAZE DAMAGE TO CA•TTLEVERED FLOOR AREA" MTMI R WAI G AIL 1 E NTS OF THE CODES OF NEW U' 51STW AREAS (1NLLIDNG LAWN AND SPIAL} AREAS P"UP NE 7. NL MSUTION WHICH 5 LAPADiE a AD50RDUIG WATER SAL De ��� YO STATE. NOT RESPONSIBLE FOR LL TO PEW LONSTRIL'TIOJ SHALL DE RESTORED TO TER aRI61FW_ CONDITION. PROTECTED DY A VAPOR WRIER LOCATED ON THE WINTER WARM SDE .ALSTuD DFS NOR CAN RUCTION ERRORS. �SGRPfIOJ LAVE DEAD TOTAL Of ^.E MSI.LA7WL GLAD-ON-GRADE CONSTRICTION 4. Al ITEMS REv10vED W THE La.RS, O' CONSTW.G7101N SHALL REMAIN THE LOM LOM LOAD CT ON O&WAS PROPERTY WITH THE MCF7ION O' THE VMRIS WHICH SHALL DE MA(.Ra.w FRoFe RTES F-2000000 SPI CSM 6TTOR.Yr'E CARTED aE SITE AD LEGALY DISPOSE) O. D INSUATCONnR9T r L MSTA1' P W A MMr. G TIMI PRP/DCS �'I ROLE RAPPERS SP-IPoaN (TOR - TIE 5. CRAWL SPACES SAL DE PROVO® WITH VBNTLATION (PENMP, THROW O MSL.AnON hr PATE ORFS. SLL ORES. MD ATTIC SPACE A5 W 55 USE W-IOD NAILS PO.FDATI(N WAIS OR EXTERIOR WALLS THE MMWIIM FET AREA SHALL DE STRLGTLR/L M3MDER Pb I I l L� I - SIPpOxiM& DR7WA1 CELM6 45 W 55 0 r 1 WSqUAREOPE FOOT rORHAL EACH 150 5aU�iE FEDr Of Ca;$M O AREA ONE ELEGTRIGAL NO SfGRIGE 5)L1H GPFNIIJ6 SHALL DE WITHIN �i PEEN O' EACH GORIER OP SAID WOOING 15 4 5 I i. M ACCESSS O'ENINE6 D INCES DY 24 NOES BALL DE PROVDED r0 k 12911 OO RJ STORAGE 761 15 55 UIVOEAWRrfERS CEFAATIFICAi`� AL UVERILOOR SPACE AJ. EFLTWWL WORK i0 De DOE IN AU.aRDMVR WITH THE DaMv GP 12 12D77 F_OOR UOSTs I ' - I AEDUTAER PRE UMWR fMs AM STATE AND LOCA- CODES. 9.�IN& ROOK46 & ATTIC MOORS SO D 45 p+I J^ 7. ACCE9` 6FENIN66 72 INCHES D7 W INCL-- SAL M PROVvw TO 17 4 X II 7 D 112600 SIMPSON STRONG - TIE O ATT( AREAS IN A REWLY ACCESSOL.E LOCATION. 2, E ECTROL P1 TRIDLlTION AND L16HTIN& SYSTEMS SAL DE DESALT® 15 4 X 14 12711 ALL OfI1FR5 'b a `�' I„` ' MT60 TWIST STRAP . W OG k}'4 FOR E CIE NT DISTRMUrION ND USE O' EPLTRICAL EN[Flay IRON 15 4 X li 12711 W'V'L5 USE 14-IOD X I In'NAILS R e. STAIRWAY LMDM65 SHALL. (AVE h MMMM DPrE1rION GP K INCHES IN THE DREGTILN O' TRAVEL NTMIOR O THE SERVICE ENIRANCE r0 AD AT THE POINTS Or USE A5 PROJDW 15 % D 2016 / N � , ` U f 07�i r STARS Sall NOT DE LEGS THAN 5A INCHES IN CLEAR WIDTH AT ALL POINTS ADOVE HEREIN, EXTERIOR 20 ff!!-- tj �1 4. TIE PERMITTED HMDRAL re16Hr AND BE-OW TIE REgURW re"06m HEK21 W DECD 45 D M Q Y ITL K"RALs SHALL PROPLT NO MORE THAN 4 11(/1 M-ES ON EITHER SDE O' THE srARWAY 5. EPLiRVAL. UDERWRTTM6 CERTFICATE Hsi M SDMITTED AT SThHxs 40 " a S AM SHALL DE MOMHD A7 DETWEEN 54 MD INCHES re16Hf V�a COAPLETAON O• UOD. GYF'6UT 11141-1- BOARD - 1U �{ MMINLM RISER HEIGHT SAL DE a 1/4 INCL-, R D A'� r I NGL.0 (� ' 16D NAILS . 24" O GEE NOTE6 FOR FASTENING dl w m'Q MINWW TREAD WDTH Sall DE 9 PNC£s PLUMB NG 1 REOIIAIEMENiS {iJ SI IO�LL 3 AL bATiRLOAS SHALL DE PROVIDED WITH MINIA M 50 CPM LIGHT SWITCH ACTIVATED EMAsr FLAN I. AL R.IADW6 WOW r0 M DOE M AZORDAFICE WITH Al STATE MD SCALE: W. PRO/DE 45 MINUTE FRIN P RATDOOR ASf.PPMIX.7 WITH SEP C1.(I5PN6 DEVICE LO'.A. CE'' C . FULL HE10H i, JACK STUD, AND SILL REQUIREMENTS NOTED DETNEIEN Al EURAEE MEAS AND 1JVM SPACE 2 Al PPM INSTATED TO SERVICE DULDMlGS AND WITHIN M-PMG DRWG. BY: - BW ly PROVDE (D LAYER 5/b" TYPE 'r 6" ON WAIS AND LELINPS AT GARAGE SA.L DE TH IWALLY NSLATW N AC60RDANCE WITH TM FEW FOR OPENINGS IN EXTERIOR AND INTERIOR SEARING WALLS YORK STATE ENERGY CONSERVATION CaO W TION CODE CHK. BY: Nl WLDM65 LOCATED AN COVER WINDOW DEDRK S PANE SCALL 1 PR RIEW WITH WOOD THE MANUd1M LAMER CT PILL HEI6Ni STLDS AT Tre EM O PXM reAL12R STN1 NOT CE LEGS THAN YIA_r TIE LAMER In' PLYWOOD SHEATHING SfWL'T11UL PM86 70 LOVER WINDOW LPEIJWES. PANELS SW1 pE TRE-(Uf TO CODER MEGf1AN IGAL O' STLDS RERX.FD DY TIItE (PENIN&. THE EIAZED OPENING WITH ATTAa MENr HNPWARE PROJDW. PANELS TO DE A MINIIA M LUMUR PROPERTEs flab RR 02 rP-00000 PPANELLEDGREY oG°"ALL PANCY OR DATE: APRIL 1004 THICUCSS OP 7/I4" MD A MMMAI SPAN O' a MET. ATTA6"VET Sall DE M Tm I. AL NECVNICA_ WORK TO DE DOE IN ACCORDANCE WITH Al STATE AND ISD NAIL . 17'OL.ON N1 [+ FILE NO* 10 Y ALGORDMY.E W TRINE THE RGNYS. E%TERIGR WN15 EXTERIOR WN15 IINTPRIOR DEYRIFNS WILLS FXTTRICR WALLS UNI= i NLAWFUL nn�� yyOO--��JJ 11K.IL LODES ISD MAIL MEMBERS NOT AT D. Al 6LAZM6 INSTALLED M`t RVIX15 LOCA710Ns rK PER SECTION RSOD.I a' THE ROAR'S W-APER N14M Or MJL MOM N)MDER O JACK 6TID5 N.NEI OF JACLK STM WUDON SLL REQ/RE4W6 PANEL EDGES SAl DE FRONDED WITH TE MM.rACT1RE9 LADE.. PMENATMS TE TYPE MD TD(M<FEsS 2' IDMS SHLL DDE THTFE2HRK AP �MA YY IFC "TED M ACCORDAINSTA41EP TO SERVICE! NCE WITH THE NFEIV '`P'W END THE w_ AT FXHt Off TH W A EACH ETD RPg7ARlID AT EAOi END WITHOU ' CERTIFICAT 1 SET. a' TIE &LASS AM THE SAFETY STAMARD WITH WHICH IT La"PLIES E'D O' THE Hfi•DFR IS THE reADHA W THE HEATER I-V x 2 MAXIMLL SPAN TYPICA_ IDE OUTSIDE CILAR DETAIL YORK SPATE E'ERGY CO15CitVATION COSTWY.TWI CODE LIFE SAFETY I IST ^(� ^2 M X 4 - SIDE CO aER6FILAR OF OCCU NCY ^ k MET 1 11 2 1 2 2�1. X 4 6-4 5U2PoOId STRONG - TIE °14 iii H. Nl SKYLJGifS SHALL GE ERFBt LAMINATED S•FETY GA55, ALLY TEMPERED GONE{, 5-1 X 4 OR APPROVED RI6D PLASTIff�. i F$T 1 2 2 2 LTP4 LATERAL TIE PLATE . 116. OL, I. SMOKE PETWTORs SHOAL M MSTAIED IN THE FLLLONM& 1.015.AT1ON5: a MEET 1 S z 2 z A-2. % I- UDE 12-Mx 1 1/2'NAILS 15. VINYL GPM BALL DE A MINKIM O' M INCHES THICK MD rASrEN'D WITH IN EACH S_MPM ROOM, OIfSPE O' EACH SffPM MEA M THE WA£IDIATE 10 IgA 5 4 5 5 2 OF J20 % I ix NM-5 DIRECTLY Nf0 SRPS VICINITY OP TIE "ROOMS, ON EACH STORY O' TW- VNELL G MCLWWVG DJSEME 1r 12 181 4 11 4 A 4 1 F2 X Ir e _ MD CE1MS SAOM AIRMS Sall M INTERLafErTW N SYAH A MANLIER THAT THE 14 PEEP 4 5 4 14 2 7rG X YL�1. OF R. K M-OOR S EATHMG SHALL W 5/r THICK MMSS NOTED. ACTATION OP ONE A.1RM WILL ACTIVATE ALL O` THE AJRMS IN THE PINMIJ16 WIT. HgT 4 i 4 4 2 T. WALL MD R06F SEATHHIN& SHALL CM 4 PLY I/Y PLYWOOD C P RATED LICE% NOTED. 2 CARBON MONO M DETECTORS BALL DE INSTALLED M AC,C.LRDANGE WI1FH 71.1.1 6 TO RIM ABT �„ rnon A�Y � p S.FTOLIK CarOY REfiU.ArWI6 1 V I t _- WINDOW AND DOOR 60HEDULE FOR ESGAPE REQUIREMENTS NO. DATE ITEM LOCATION Or 26RL51, WIMON MNMM FEr a.Ew OPEAIN6 MINIMUM OPENING MINMIN OPBJINB MW(IM.N SLL WIWON 6ELE6T® %W FLOOR 5 1V2 F�f 5.7�" NRE ffff YEI61if.14 WPMTD' FFmew114" — IST I'LCOR MASTER NTR06M NV RSFN WAA CORPORIN" GOFFORMS COt•PORMS COI-PO" DEDROGM 2. AITH2`PN X)44 COFPORM" COwCRMS C6WORMS COPPORMS 1 DWROOM 'J N�`ER52N X044 COFPORMS C6WORMS 661,111~TPORM" C61,111 LOCATION Or MIN " WPM v MINRW YEISHf 0-25" PROUEG ITFLOOR AREA B" POURED CONCRETE OVERALL DOOR 2%I6Tm PRCP05® Tom FOUNDATION ON 16" X B" ENTRY COhFORI.AS (.OFF(T2MS MRST 0 FLO ISe9 DEEP POURED CONCRETE I �' � PORCH FOOTING (MIN V-0" BELOW GRADE) WITH 2" X 4" KEYWAY 13'-8.1 i3'-6" 3'-0" 4'-3" 4'-3" 3'-0" l'-0" Ib'-4" ]� 6MAC'E e24 TOrA_ COPDITIONK FLOOR AREA IESS PROVIDE 12" LONG ANCHOR BOLTS SIZED AND SPACED AS SPECIFIED IN GENERAL NOTES ENTRANCE WIN BASEMENT DO ENTRANCE WITH BILCA DOOR BY"CILLO' PROVIDE 2" X 6" CCA TREATED BILL OVER ALUMINUM TERMITE SHIELD AND FIBERGLASS BILL SEALER 107E 1 I/Vm " �` \` 1eI1 _________ _______----- -_ o ____ ______ _____________ \ ------ - ---- - - PROVIDE CONTINUOUS LOAD PATH ' i AS PER DETAILS PROVIDED ON --------------------- ------ ------------------------ --- I ------ ------------------ c--'--T I 1 i _- � i `r SHEET Al 1 � 1 i i 1 0 9 1 i E m 0 ° V ST p x I ___� d PROVIDE BEAM -a _ 95" TJI / 730 _ � Y _ 9e" TJ /230 _ _ I I L____ _______ 1 POCKETS AS REWIRED = I. JOIST • 16.OC. I"' JOIST •116" OG n `3 I FOR GIRDERS Ln m 666 U I I ZZ I Bel12"_4x 9". f @], I I I I ~ r U1 x U1 Y .--1--• I 1 I _ n 1 . �__I.--r W I FN- f W I- _ SSS' TJI /230 _ m_ _ Sb- TJI /230 _ r^y. _ SD• TJI /230 _ i e 7 SJ O _ I JOIST • Ib° OG -- = JOIST . Ib"OG _ _-. JOIST . 16' OC. ;.- -� Y I i ' I 4. _ Wp I�IC� � g �� 1 I I i 1 e nL 3 1/2" DIA TUBULAR STEELCOL u LL Z_ m D �ry I 1 _ x• �-�n � ON 24" X14" X12" DEEP i I 13 Q � � �FFz � NOTE II 1 POURED CONCRETE FOOTI 1 1 d r l" I BASEMENt PROADE •SIMPSON'TYPE '� Y - 1 C/JNNffCTORD FOR ALL '" TYPICAL FOR 10 :T i Q ,_ �_u m 1 1 x Ri 4" POURED CONCRETE BLAB vl x Z IK W U 3 U g] FLUSHI STRUCTURAL IL W 1 t W/ 6 X 6 10/10 WU.F OVER Y LOADS CARRYING C L U~ = Q _3~ m b MIL POLY. VAPOR BARRIER `9 A u CONDIITIONO f � i 10 �r U I- p ' j U OVER b" WELL COMPACTED I _ SD- TJI 12W _ - SO' TJI /130 — U >- FORDO FILL. _ `€ i_I__; JOIST • u• OG. y IY JOIST • W" OG Im U j ~ Wm 9 e m 1 i I1 i mju ' to �ILh W _ al Y 4--t--r q I I 9D• TJI /290 _ _ 9D• iJi /730 _ _ 9D• TJI /730 x l (L 13/4' x S VP MICRO- 0 i y I (2)13/4' x. I!1•MICRDLAMS j I @ JOIST • Ib° OG FL�USF! FLUSH I JOIST • Ib' OG r JOIST • 16' OG _ Y I 1 I r III jI x• __ S Y rSm Y _ 2 A C1 1 1 1 _____-------- _T _____ � PROVIDE METAL AREAWAY i ^_ _ -I___________ ___ H_F_4_L _ _ _ _ __ _ _ _- i - zrAROUND ^L A T I �p W DOWS(TYPICAL) I I 31/7 DIA TUBULAR STEEL COL I L r:_____ ------------------------------ ---- -- - ON ____________________________ ___r _ON 24" X 24' X 12" DEEP No27El 1 1 I -- POURED CONCRETE FOOTIIRE NG - - , 1 1 1 O I CT AROUND TYPICAL FOR 10 11 F1� R AS ISR 2'-0'I IB" 20'-8° L STEP FOOTING AS REWIRED I"- ' I ; 1 Q 1 I MAXIMUM 2, 1 RATIO S1 lb- r Sb' TJI /2 I Q I S3- TA /230 a ,a30 _ 10q 30 — �0 UNEXCAVATED ; ; O •� • n I JOIST . Ib" OG. x JOIST • W" OG a -J x{ JOIST . 16. OG I I u _ 4" POURED CONCRETE BLAB Z s m aT m T I W/ 6 X 6 10110 ULF OVER _ Q �z j r___ C. MIL POLY. VAPOR BARRIER Y W U4 3 Q I C i L OVER 6" WELL COMPACTED 1 _Q U Z l y `fl 1 2'_0° Q POROUS FILL. i i PROVIDE EENT = POCKETS AS REWIRED V 1 I mLu — FOR GIRDERS 13 . _____ --------------- ----- ____________ - NS' ________ ____ _____ __ ___ 1 ________ _________________ __ r 1 STEP FOOTING AS REWIRED !1 r 1 ° O _ _ _ I 1 0 Z 1 PROVIDE ILGOD I.EOG£R ,� I I 1 MAXR11➢'71e I RATIO 6X 0 Q ALL DECK FRAMING LUMEIER LL g I 1 j U O Y m TD r LL TO BE PM66URE TREATED X i _ B" 22'_4" B"I 1 W p (D 2• x 10' .. (2)2• x10" to ! p lL F i0 i m A �- -I HOLD TOP OFL d W x ;� I j ON BELOW TOP CP1 yl 9 12" X 12" POURED CONC. 9 1 SLAB • DOOR y, n • �p xi PER MIN. 3'-0" BELOW wom RAMP DOWN GRADE (TYPICAL) n1 FRAME AS REWIRED *.00. I 1 1 SLAB AS HIGH .o.S POSDI ATE MI NIIMMI„P HOLD TOP OF WALL ; 1 r I (2)2"x 10' ---42-))4'%10x------ -•'. --f2f-Yx'I0'�----- - SS B" BE OW TOP -, - - .. M I SLOPE - //Li\\ 11" X @" POURED CONC. -4 To PORE-H 9LAB • DOOR rA !1 PIER ON 2d" X 24" ON �____________________________ _____ _ FTG MIK 3'-0" BELOW V 1 _ ______________ _ _ •� W M U GRADE (TYPICAL) _________ N -2" l�� 8" POURED CONCRETE 3'_g" 3'-8" FOUNDATION ON 16" X 8" ff }- FOOTING ((MRED CONCRETE 1�u 41'-4" GRADE) WITH 2" X 4" KEYWAY m y)W m X lJl mm`�IL PROVIDE 12" LONG ANCHOR SCALE: NOTED — BOLTS SIZED AND SPACED AS DRWG. BY: 5W �— OVERALL SPECIFIED IN GENERAL NOTES CHK. BY: DATE: APRIL 2004 PROVIDE 2" X 6" CCA TREATED BILL OVER ALUMINUM TERMITE 911 FILE NO: 10442 SHIELD A E FIBEIR3LASS, lV ` Sl-m L Jh2 OUND14t I ON fi�LAIN OF 6CALS 1/411 = I'-m" of Nth Ir�� REV. DATE ITEM t1t NO. p W . 65'-0" NOTE I _ 13 6 PROVIDE CONTINUOUS LOAD PATH 4'-3" 3'-m" 15'-e" �'-a" AB PER DETAILS PROVIDED ON t 4'-3" Sr Al b'_I0" b'-10" ___________ ---------- ' PROVIDE LIGHTDITCH ACTIVATED EXHALST FAN ATT 15ATHBATNR�M.(MM.80 6MJ REVERSE FRAMM = �\\ (2)2' X 10" ,i As 9 _y +,� _____________________ ____________________ _ t--------------- 3046-2 ------------ ------------ Brealdast Room = - ----- + e3)13/4' X II 1/e'MIOROLAM9 ` ' Y ��- FLASH BOTTOM (2)2" X 10" PROVIDE STEPS . .\ / , 4"I j 8 TO It` \ ' (2)V x 10' -0" " tl1 I 13' b" WITH RA13 -10 i i 4" 4 Q GRAPE AS REOD- 4 I I L % 1 (I)1 3/4"XI 14"MIGROLAMB `9 (D 2 • x i0' GE,L .JOIST (3)1 3/4' X II l/S' MIGROLAM8 ` ♦`3 � \\ I 0 \Jl ♦ \`\ ' ;/ , Bath X r 13/4' x II ll/e"y GM �Q I ; Bedroom 2 MICROLAM CEILING / 1 - \ LINE OF SLOPED e \ i I -b Y JOIB76 I 2" X 10"C ---------J = u----r'E-IUNGm I --- -- W70 " O.C. I x x Dmmg 0 0 i Z m Showerb" 2! 0., a v I 2" x 12 "F12 ® ♦a S- r F Room , x = N 0 i p \r/+ I o n 91 = d x pry, 2 12 RR I Uuu.. Zo � F " " v rz)2♦XGe m Kitchen •v ® ♦" .9 alb " 1 = IL /. PROVIDE HEAVY j i i[ Q ---9 ------_-------I' T-0" +6♦ if °Caw ECTO)R MPSON v 13'-10" ;,� 9 Master Bedroom 1' fa N = W'n e 3 Z f 1 1 O 13'-b" m 4" _ v 3/4• x f " un 'b P ' f ' \ • e 12" / ® nICROJ JOISTS x Z QU W 0 - - n)2 Xb a� a�_an q,n q'_0n qu POST _ (2)2" x 10° _ I- .2 0 U W I�yL p da) W I (2)1 3/4'X IS'MICROLAM - 4' X 4• ax 'T uC Z� STF7ICNRAL RIDGE , V POST 4" _ H- It xro 2 X10 GJ - P'�T µ , 3 x6 3 -Im" I - - Z " Bath s o 3 a v ® � III In - - a - - � � ". tV 0• i (2)1 3/4'X Ib°MICROLAMe RI = z IBK- 1 _ iv x -QWOCi a 1' 2+g♦ aa ` ry iv 0 ` 5'_9" b" 2" X = V IN w w.. 2" X 12 "RR r • Ib " 9.c. �@ ® ' , _� -' SE�NCDL RR v _ lJNng ROOM " 9 S •v _0�( 9 2'- TWEEN yq�D P � l __ � \ 3/4' x II lro' I ' Y( LINE M SLOPED - J c' J� 0 PROVIDE S/S"ON! WALLISMICR°L_— AM CIE -1 0 II CEILWO+ a LL Q '7 U� �s MCa �� JOISTS ♦Ib" 04 % i e y m */ M ti+ % 2" X 12 "RR a 0 PROVIDE HEAVY DITTY Q�Q1ay `M1i/ V �' alb " ml.. / X 'q L p(�_ . __ L DOWN ATTIC STAIR .p I (2)2 ' X 10'W , OVER RAFTERS AT _ tttttttt 'Ud'Ud PROVIDE DOIISLE FRN9MG j O FALSE CATHED n 0 Ie a , i AROUND STAIR OPENING b m ' Bedroom 3� 1 W 4" 4" 10'-16" 1 1 1 2'10' 4" / u EMEND THIS WALL ISP /' u i "•�, ' j + POST (2)13/4'X II 1/d' MIOROLAMS TO MAINROOF LME Q f2)7 ' AC 10 _ I 1' X10" 4' X4' .T ; a4.2 a1� , 2 X I�CR Pi 2 X 3046.2 � IIal Lu z _ � U ZQU3 RAILMG 23'-0" a Por e O IL "., a lV Garage 1 3/4" (O Q Irl RAMP DOW % y, 4- _Q _ Y' Q " MCROLAt CELMG h `, O n "Xbe I JOISTS ♦16' OO. I O .Y- fad) J LL LL 0 w i y (1)I 3/4"XII l/e° HI L S U POST POST B" X 5" , m W RAILMG POST i (21 13"1 x 14" MIG LAMB I � W 1 ------ ----------Y h (A __ __ _ ______ _ 15'-b" 2" � 1 411 PROVIDE BTEPo WITH RAILING TO S C PROVIDE FRN•IING GRADE AS REOD_ MT POROH AS REOJIRED 0.. _2" w Z ili q ~ _J IL 0 U ~�DILL, 19'_3" N �! iu 23'_6" TN0u. 41'-4" SCALE: NOTED DRWG. BY: BW 65'-0" — CHK. BY: DATE: APRIL 2904 FILE NO: 10442 1 A13 F�.00R P�.AIN OF SCALE 1/4" OF 11� ATE✓ 1 r REV. DATE ITEM NO. CHIMNEY TO EXTEND T-0' ABOVE RIDGE "-- CHIMNEY TO EXTEND 2'-0' ABOVE RIDGE -- NOTE i tl —' RIDGE VENT PROVIDE SURFACE MOINfED ROOF RIDGE VENT VENTS AT SIDE MIG REAR FACADE RIDGE VENT ROOF AREAS(MIN 10 TOTAL) l T D 17 CERTAINTEED CEDAR IMPRESSIONS VINYL BIDING OR EQUAL.COLOR S TAMKO HERITAGE 11 2! YEAR S AS PER OWER RUSTIC ROOF SHINGLE OR E%QJAL D 12 N- IS" OVERNMIG WITH VENTED 1 9� �9 ALUMINUM CLAD WOOD FASCIA CERTAINTEED CEDAR IMPRESSONS TA`KO HERITAGE It 25 YEAR SOFFIT I VINYL SIDING OR EQUAL.COLOR "TIC ROOF SHINGLE OR EQUAL ALUMINUM CLAD WOOD FASCIA ' GUTTERS AND LEADERS AS PER OWNER AS REQUIRED GUTTERS AND LEADERS 12'OVERHANG WITH VENTED AS REWIRED SOFFIT IT OVERHANG WITH VENTED SOFFIT V-0.1 II I I DECORATIVE WOOD POSTS I I I I I 1 I L I I J I _--------------- DECORATIVE RAILING 8" POUND CONCRETE FOUNDATION ON 16" X 8" HOLD TOP OF WALL DEEP POUREDB" BELOW TOP Or CONCRETE B y��I (��/ FOOTING (MIN 3'-0" BELOW LAB • DOOR `rm /�4F \ L \0014orI ON GRADE) WITH 2" X 4" KEYWAY , GRADE I I u IL_y J 1 VI SCALE I/811 - 1'- -0II 8" POURED CONCRETE ----------------rJ _LZ-----JT FOUNDATION ON 16" X 8" 1 r- _ Z _______________J____ DEEP POURED CONCRETE 1 W m F w F (] FOOTING (MIN V-0" BELOW z GRADE) WITH 2" X 4" KEYWAY i 12" x 12" POURED CONI. ~ E l i _________ _______________ _____-______--__J PIER ON 24" X24" W CHIMNEY t0 EMEND 2'-0• r ______ J w O ID ABOVE RIDGE RIDGE VENT G MNL 3'-0" BELOW L_____________________________________________________________________________________________ GRADE (TYPICAL) Q� �I Q U �I{{}�I�ICC��11. ci wv <NLL - WF LEST E1�EV4T1 ®N 0 aLu mu u � _ � �" 12 SCALE I/4" - 11.011 L N m Q TAMKO HERITAGE II 2! YEAR ALUMINUM CLAD WOOD FASCIA V V ~ U m Q RUSTIC ROOP SHINGLE OR EQUAL Q W - y- W GUTTERS AND LEADERS AS REWIRED ti �N3LLLL' � U ® 511 CERrANTEED CEDAR I-PRESSIONS VINYL SIDING OR EQUAL.COLOR AS PER OIWEI! GRADE I I I CHIMNEY TO EXTEND 2'-0' O ABOVE RIDGE u- ______ CH11'INET TO5EFRAMED WTH R X 4° CONSNS TR1RJ GTIgN r u RIDGE VEIN 0 STEP FOOTING AS REWIRED u O MAXIMUi 71 1 RATIO POURED CONCRETE F RIDGE VENT FOUNDATION 16" X 8" 3m^ o1Af1ETER LU DEEP POURED CONCRETE VENT LU FOOTING (MIN V-0" BELOW Z w GRADE) WITH 2" X 4" KEYWAY O Q Z • N J 12 Lu (L 0 TAMCO HERITAGE II M YEAR RUSTIC ROOF SHINGLE OR R '/�1O H O ~ I V,AP T �S F� Ir 1�T I ON 9 AVINTL NOW.S PER OWNER EQUAL COLOR "� Q O Q W tu 11 OumNn SCALE I/8" = I'-m" U w w 17 12 O W S� �9 ALUMINUM CLAD LL170D FASCIA IL = GUTTERS AND LEADERS AS REWIRED Ej S OVERHANG.WITH VENTED 11� UU 0 SOFFIT `} /la �r j5 16' X 5' OVERHEAD DOOR / a r / d w p� F — — -- — ----- ------ RAMP OETOND — — — — — — — 3 1 GRADE E1~m 4 II I 1 1 L------------- ______________________________ I i 1 I I I I I DECORATIVE WOOD POSTS I I I I I DECORATIVE RAILING I SCALE: NOTED A__L rJ-- 1__L y_______ ________ DRWG. BY: __________________ 1 BW F POURED CONCRETE i i I 1 I r____I -r'- T FOUNDATION ON I6" X 8" I L____J IL--- n" x D" POURED LONG L____J _________ _______ _______________y__J 1 I I________________ ___________ CHK. BY: DEEP POURED CONCRETE 1 FTG MR V-0"PIER ON 24- BELOWr----J i---- GRADFOOTING; (MIN 1 X BELOW 1 I ____J HOLD TOP OF WALL DATE: APRIL 2004 GRADER WITH 2" X 4" KEYWAY GRADE (TYPICAL) r----J i�. B" BELOW TOP OF -i r--__J STEP FOOTING A5 REWIRED BLAB 6 DOOR FILE NO: 10442 L________________________________________________________________________________________1____J MAXMUI 211 RATIO SHT. FRONT ELEy14T I ON OF SCALE 1/4" , II-0" r1 REV. DATE ITEI.1 NO. NOTE 1 PROVIDE SURFACE 110134TED ROOF VENTS AT SIDE AND REAR FACADE ROOF AREAS(MIN IV TOTAL) NOTE I PROVIDE CONTINUOUS LOAD PATH AS PER DETAILS PROVIDED ON NOTE SHEET Al PROVIDE SURFACE MOMTED ROOF RIDGE VEIN 13/4' X It VB' MICR2LAM RIDGE RIDGE VENT VENT6 AT SIDE AND REAR FACADE ( t NOTE I ROOF AREAS MIN IO TOTAL) (1)13/4" k 16•MICROLAM RIDGE PROVIDE CONTINUOUS LOAD PATH AS PER DETAILS PROVIDED ON (2)13/4' X I6"MICROLAM RIDGE r x 6• CALCAR TIES SHEET Al 2" X 12• RAFTERS • 12. OG ♦ I2"OG 235 'ASPHALT FIBERGLASS ROOF 3" X 6" CALCAR TIES SHINGLES ON 'IS FELT ON In' PLYWOOD7 • 16.OG Q ' SHEATHING N_S y_S tl q l T 2• k 13' RAFTERS 2• X I2•RAFTERS 2- X IT• RAFTERS 235 0 ASPHALT FISERIGILAS6 ROOF ATTIC • 12" OG • I2.OG • V.• OG 6HINGLEO ON MS FELT ON In" PLYWOOD 14TT I G SHEATHING VENTED VINYL SOFFIT Y' X S• CEILING 21 X 12" CEILING J016TO• 12" OG .101616• R" OG ALIAIttLY'I CLAD WOOD FASCIA NAIL AND PROVIDE 1 3/4" X II V6" nICROLMt CEILING ALI2'1MlIM CLAD WOOD FASCIA FORVT" DIA EIOL16 JOISTS • b" OC. FOR EACH CONNECTION 9" R-30 INSULATION N" PLYWOOD TYPICAL 5I4EATHrNG VENTED VINYL SOFFIT V2'GLLO D/e' TYPE 'X" GWB TYPICAL AT GARAGE VINYL ON In' ON -TYVEWOOD ' TYPE HOUSE 3 In • R-13 INSULATION ON 2- ON In' DS - I&- SHEATHING /^� �•' ^ QJ T° X 4. STUDS • li• OG (2)1314' X II 1/6" MICROLAM6 p{LO VENTED VINYL SOFFIT b j. DINING ROOM � LIVING ROOM � IMPORTANT I _ �p S 9 ASPOWIMLE TO MINIMIZESPD T� eLAe AS HIGH y✓' q BOLTS SIZED AND SPACED AS DECORATIVE POSTS OPE OFF ACCESS RAMP e��t o",\I " SPECIFIED IN GENERAL NOTES VINYL SIDING ON 'T1'VEK" TYPE HOUSE DECORATIVE RAILING TO PORCH. V GRADE WRAP ON In' PLYWOOD SHEATHING 9S' TJI /7w JOISTS • 16" or- ON GON 2° X 4" STUDS • 16. OG 3/4" PLYWOOD Sl1BLOORIIJfa IL Z Q • 16° or- DECK JOISTS (2)2' X 10- GIRDER J7 GRADE LEDGER 2" X 6- TREATED WOOD DILL ON ALLMIN M TWW m FN- GRADE 4" POURED CONCRETE SLAB TEWITE SHIELD ON SILL SEALER 3 z 1 W/ b X 6 10/10 ULF OVER I (2) 13/4"X 11 l/e• 6" R-15 INSULATIONF- O _ 6 MIL POLY. VAPOR BARRIER } MICRDLAMe ' OVER 6" WELL COMPACTED ie � 4 p 9 ful W POROUS FILL 8" POURED CONCRETE Q IL PROVIDE 12" LONG ANCHOR 2 uF� BOLTS SIZED AND SPACED AS 12" X 12' POURED CONC. � d p � SPECIFIED IN GENERAL NOTES i FOUNDATION ON 16" X 8' F- PIER ON 24" X 24' PC W H I FTG MIN. 3'-0" BELOW SCALE 1/�" , li_0i DEEP POURED RETE Q k' �, F GRADE (TYPICAL) FOOTING (MIN V-0" BELOW .U _ LLLL" 3 F_ GRADE) WITH 2" X 4" KEYWAY T'X TREATED WOOD SILL ALUMIFWM , `d TERMITE SHIELD ON DILL SEALER ----- --- L---- ---- 8" POURED CONCRETE LL u V ZZ- u p pm FOUNDATION ON 16" X S" p wDEE 8" POURED CONCRETE OOPW3 (MIND -0 5ELOW __ FOUNDATION ON 16" X 8", 4" POURED CONCRETE SLAB 3 I!J" DIA TUBULAR STEEL COL GRADE) WITH 2" X 4" KEYWAY ~ 1$ DEEP POURED CONCRETE W/ 6 X 6 10/10 ULF OVER ON 24' x 24" X 12" DEEP FOOTING (MIN V-0" BELOW 6 MIL POLY. VAPOR BARRIER POURED CONCRETE FOOTING NOTE I GRADE) WITH 2" X 4" KEYWAY OVER 6" WELI. COMPACTED TYPICAL PROVIDE SURFACE MOUNTED ROOF VENTS AT SIDE AND REAR FACADE RIDGE VENT 13/4" XII 7/B"MILI�LAM RIDGE POROUS FILL. ROOF AREAS (MIN to TOTAL) (211 3/4• X 16• MICROLAM RIDGE ON - 2• X i' COLLAR TIED LL- ,• • D'OG � 2' X 12' RAFTERS 0 • 12. OG SCALE 1/4" = 1'-0" NOTE 1 PROVIDE CONTINUOUS LOAD PATH 1 12 U AS PER DETAILS PROVIDED ON �+ SHEET Al l —� T � � U Q TJD •ASPHALT FIBERGLASS ROOFNAIL AND IDE 2• X 12' RAFTERS Lu HEATO QZ (] SHINGLES ON °B FELT ON In" PLYWOOD ATTIC TYPICAL PROVIDE EO . 12° OL SHEATHING FOR EACPROVIDEVIPE TWEE WALL TO lIJ 111 3 H COMHE Z lQ Q( IAIDER6IDE OF RAFTERS Q Q Q Lu Z Q 2-X S• CEILING Lu N 'V ALPIMI➢'1 CLAD WOOD FASCIA S" R-30 INSULATION JOISTS• 111.' Oc. 7' X 12' CEILING JOISTS • nG" OIn" PLYWOOD (N(T O O SHEATHING VENTED VINYL SOFFIT In'GLLB H. O � (� fD WJ tD U ll1L/ F- S' R-30 INSULATION lU ~ i ?3)13/4-X II l/D• (2)1 3/4' X II l/e" 0 ~ MICROLAMO 2• X IV CEILING JOISTS • I2. OG HICROLAM6 Iy W (L X VENTED VMTL SOFFIT e KITCHEN LIVING ROOM o p3 DECORATIVE POSTS DECORATIVE RAILING L 411 VTR ROGF S6" Til / 230 JOISTS . 16'OG " ON "TYVEK• TYPE HOUSE 3/4' RTVAOD 6116LOORMG U 2" X.0- DECK JOISTS w II-I/2 LLRAP ON In' PLYWOOD SHEATHING NNTSIDING. 2" ----_______-__ ON 2•X 4- STUDS • li' OC. •)2.OG — SI 2� ------------------ ------------------ T-'-_II_ --1 (2)I' % 10•GIRDER J r- LEDGER r-_ --- 1/211II 1R" 11 1/2" 11 1/2 11 I/2�� GRADE GRADE �,- SST 11 I/2" ,I , I 1 I/2n I 1 1 (2)1 3/4"X 11 V6" 6" R-IS INSULATION Z r WG. LAV. 4" AV. i I WG SING n1cRxM1e ^ U 3xx aS-1d11i I I I I 0 PROVIDE 12" LONG ANCHOR01a1°pQ I 1 BOLTS SIZED AND PACED AS " " SPECIFIED IN GENERAL NOTES PIER ON 24" X 24" PC 2 3° I I/2" I I/2" 3' CA. 1 I/2" I2 X 12" POURED CONC. 2 -- CA. u FIG MI (TYPICAL)LOW SCALE: NOTED 4" 4 CO, DRwc. eY: T k i•TREATED WOOD SILL ON ALIt1MIAi BW 2° 16R11TE SHIELD ON SILL SEALER FOUNDATION ON 16" X S" DEEP \ FOUNDATION ON CONCRETE XX 8" 4" POURED CONCRETE SLAB GRADE)WITIN X-0" BKEYWAY DATE: BY: APRIL 2004'= e' POURED CONCRETE RED ODNCRETE CONNECT TO APPROVED 3 I!1' DIA TUBULAR STEEL COL ELOWFILE NO: 10442 — F°I' \\ SCHD SEPTIC SYSTEM ON 24 x 24 x 12 DEEP DEEP POURED CONCRETE W/ 6 X 6 10/10 llAl.F OVER WITH HOUSE TRAP AND FAI FOOTING (MIN V-0" BELOW 6 MIL POLY. VAPOR BARRIER POURED CONCRETE FOOTING _�[p SHT'. GRADE) WITH 2" X 4" KEYWAY OVER 6" WELL COMPACTED TYPICAL 1 PLUMBING RISER DIA OF FILL. AE') o F N.Tb. SECTION 15 - 15 �' � �,� Al; SCALE 1/4" , 1'-0" � I