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HomeMy WebLinkAbout29957-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30681 Date: 01/11/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 505 SOUTHERN BLVD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 21 Block 3 Lot 28 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 16, 2003 pursuant to which Building Permit No. 29957-Z dated DECEMBER 18, 2003 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 ADDITIONS AND ALTERATIONS, INCLUDING A TWO CAR GARAGE AND REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALVIN & BARBARA E HORING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2008749 09/07/04 PLUMBERS CERTIFICATION DATED 12/20/04 JACK GISMONDI uthorized Signature Rev. 1/81 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. 29957 Z Date DECEMBER 18, 2003 Permission is hereby granted to: AMY THEODORA GAVARIS 1200 LEXINGTON AVE APT 5A NEW YORK,NY 10028 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 505 SOUTHERN BLVD EAST MARION County Tax Map No. 473889 Section 021 Block 0003 Lot No. 028 pursuant to application dated DECEMBER 16, 2003 and approved by the Building Inspector to expire on JUNE 18, 2005 . Fee $ 689 .40 f Auth rized 9 ORIGINAL Rev. 5/8/02 i FROM MarkSchwartz,AIA-Architect PHONE NO. 6317344185 Dec. 17 2003 06:06AM P1 _ AIA-Architect PLLC Mark K. Schwartz, _ , .� • P.O.box 933 Mona:(631)734-4185 CuQwguc,New Yurk 11"S Pax:(6,11)734-4185 December 17,2003 " DEC 1710 Southold Town Building Department Main Road Southold,New York 11971 Atte:Damon.Rallis Re: Horhlg Douse Southern Blvd East Marion,New York Dear Mr.Rallis: the room titled as E)a This letter serves to alter the plans subnnitted to clarify ting Study. This room is a bedroom with a closet and should be titled Existing Bedroom/Proposed Study. Therefore the number of bedrooms will not increase. Please call this office if you have any questions or require additional information. O AQ ursP` Very truly yo , cy�� O Mark Schwartz y r Hcring2.dw Form No.6 TOWN OF SOUTHOLD — 6 BUILDING DEPARTMENT 1 `� RN TOWN HALL b� 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, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (Prior to April 9, 1957)non-conforming uses or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. 5� New Construction: Old or Pre-existing Building: (check one) Location of Property:_S,0 &P Lrr- J' dC( L l/Q &4=:5 L® House No. Street Hamlet Owner or Owners of Property: R L4 I l..l 1�0 P,I N G-- Suffolk County Tax Map No 1000, Section d `� Block Lot O � Subdivision Filed Map. Lot: Permit No._2RT( _Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ C_ Applicant Signature a c0 5 BY THIS CERTIFICATE FCOMPLIANCER� I c9 9S 5 5 C C O THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY cS 5 40 FULTON STREET - NEW YORK, NY 10038 S 5 5 CERTIFIES THAT S 5 5 S Upon the application of upon premises owned by 5 5 5 PAUL R. BURNS ALVIN HORING P.O. BOX 1061 505 SOUTHERN BLVD. C SOUTHOLD, NY 11971-0932, EAST MARION, NY 11939 5 S c5 5 Located at 505 SOUTHERN BLVD. EAST MARION, NY 11939 5 �5 5 j Application Number: 2008749 Certificate Number: 2008749 5 rj Section: Block: Lot: Building Permit: BDC: ns11 S Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: First Floor,Attached Garage,Outside, 5 5 �j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed e5 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 5 authority having jurisdiction, and found to be in compliance therewith on the 7th Day of September,2004. S Name OTY Rate Ratin Circuit Type Wiring and Devices S 5 Outlet 12 0 Fixture 5 5 Fixture 12 0 Incandescent S Outlet 19 0 General Purpose 5 5 Receptacle 14 0 General Purpose 5 Switch 10 0 General Purpose Cj Paddle Fan 2 0 5 SReceptacle 2 0 GFCI 5 5 S 5 5 5 5S 5 5 5 5 seal 5 5 1 of 1 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 S FO Town Hail,53495 Main Road Fax(5"6)765.1823 , P. O. Sox 1179 Yelepnone (516) 706.1802 .SmAhold,New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C X R T X F I C A T I Q NI L4DATE s Building Parmit: NIo� ....,._. .J Owner: Plumber; I� _ I In o�-oA. _H 'C- cut (ease print) I certify that the Molder used in the water supply system contains lose than 2110 of 1% lead. 1 (Plumb6rs Signature) V 7 sworn to before me this dAy o � SUSAN J. NAGY Notary Public State of New York Notary Public, County No.4896735 Qualified In Suffolk County Commk*oq Expires May 2o-452 Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:C:\Program Files\Check\MECcheck\Horing House(Phase 2).cck TITLE:Horing House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 12/16/03 PROJECT INFORMATION: Horing House(Phase 2) Southern Blvd East Marion,New York 11939 • 1K COMPANY INFORMATION: 4`�'�' `1N 5 �►� Mark K. Schwartz,AIA-Architect,PLLC i P.O.Box 933 � 61 Cutchogue,New Yrok 1193 5 r COMPLIANCE:Passes "t 4T J?.2 33 ; Maximum UA=266 �" Your Home=264 0.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1220 30.0 0.0 42 Skylight 1: Wood Frame,Double Pane 6 0.350 2 Wall 1: Wood Frame, 16"o.c. 1008 19.0 0.0 44 Window 1: Wood Frame,Double Pane with Low-E 283 0.330 93 Wall 2: Wood Frame, 16"o.c. 352 13.0 0.0 29 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1140 19.0 0.0 54 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belied and rofessional judgment,such plans or specifications are in compliance with this Code. Builder/Designer S� w Date &1 103 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c DATE: 12/16/03 TITLE:Horing House Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling l:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood.Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Skylights: [ ] I 1. Skylight 1:Wood Frame,Double Pane,U-factor: 0.350 For skylights without labeled U-factors,describe feature #Panes Frame Type Thermal Brea/?[ ]Yes[ ]No Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] ( Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] ( Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. / [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatin�Runouts Circulating Mains and Runouts Temperature(F) Un 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 Svstem Types RanF 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressurelTemperature 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) FROM MarkSchwartz,AIA-Architect PHONE NO. : 6317344165 Dec. 17 2003 06:06AM P1 r Mark K. Schwartz, AIA-•Architect, .PLLC • • P.O.box 933 Plw e:(631)734-4185 Cutchogue,New York 11W Fax:(4,11)734-4185 December 17,2003 DEC i T Southold'down Building Department Main Road Southold,New York 11971 Attn:Damon Rallis Re: Horing House Southern Blvd East Marion,New York Dear Mr.Rallis: This letter serves to alter the plans submitted to Clarify the room titled as Existing Study. This room is a bedroom with a closet and should be titled Existing Bedroom/Proposed Study. Therefore the number of bedrooms will not increase. Please call this office if you have any questions or require additional information- A O 'ft`, Very truly yours. �c tti,y • ao' T a• � N Mark Schwartz r r•I �4 f{f J J•ioringZdoc BUILDING PERMIT EXAMINER CI3ECKLIST DATE REVIEWED: 2 /1.7/03 APPLICANT: , DATE SUBMITTED: 12 /IC. /03 SCTM#DISTRICT: 1,000, SECT ON: 21 ,, BLOCK: 3 , LOT: 28' SUBDIVISION: lJ/A ADDRESS:-50S �ou+�fle�• Dlv CITY: Z�"� ZONING DISTRICT: l ` L) CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP 5'oi_ -Z/CIO Z- t 5�3 , INFO A)/-)> /BP ►a rl Y -Z/C/0 Z- S 4f4 , INF6� e BPS}SL-Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after REQ. LOT SIZE: 4, ACT. LOT SIZE: 6 g REQ. LOT COV. 7 ACT. LOT COV.' REQ. FRONT _j vp PROP. FRONT REQ SIDE r s 3 s ACT. SIDE ✓ REQ. REAR 5-V PROP. REAR ,0" REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: At� -ro �,lp,' ESTIMATED PROJECT COST: P 14- NGINEER: WATER FRONT? DESCRIPTION: PANEL # e5 FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or (DED #): DTE: _/_/_ PERMIT #: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or(!gP DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or=) DTE: / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES or DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE: / l PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES off' NEW YORK STATE CODE COMPLI CE (SEE PAGE 2): YES or NO NOTES: 4- Z1 � IV , 2�s FEE STRUCTURE: FOUNDATION: /(.10 SF FIRST FLOOR: /y S? SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( 2G �i�SF)- ( Z SF)= _SF X $ ,3U =$ -_ 0+$ 1� +$ = $ 0 2. (—_ .—_SF)- (— _SF)= SF X $ _$ +$ +$ _ $ 3. (_- ___SF)- (— SF)= SF X $ _$ +$ +$ _ $ FINAL TOTAL: $ 6 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: /J 00 Design Category.-Ground Snow Load: 45 Wind Speed: 120MPH Seismic �D,e�s"g g y� Weatherin : Sever st De the 36" Termite:M-H✓ Decay: S-M Weathering: P Design Temp: 11 Ice Shield Underlay: YE, Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ✓ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED SCRIPTIVE W F� FULL FRAMING DESIGN ELEMENT I�N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS&41N LIVE: Y/N DEAD: Y/N SNO«': YIN SEISMIC: Y/N R'IND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDUI MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N // LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS�/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 1 Mark K. Schwartz, AIA -Architect, PLLC •`..'.�C• P.O.Box 933 Phone:(631)734-4185 �...�� Cutchogue,New York 11935 Fax:(631)734-4185 December 17, 2003 Southold Town Building Department Main Road Southold, New York 11971 Attn: Damon Rallis Re: Horing House Southern Blvd East Marion,New York Dear Mr.Rallis: Enclosed please find the window and plumbing information you requersted. Also, the light and ventilation for the proposed new room bedroom exceeds the code requirements. Please call this office if you have any questions or require additional information. Mfg w gC`�.`• Very truly yours, �, IN y Cr N i; Mark Schwartz 1 r tr ow H� Horing.doc yes-1so2 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA S: z", Gtiead C2d DATE � � � INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION Q REMARKS: DATE � INSPECTOR 76S-1 802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] F�ATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION If' REMARKS: DATE � 3 � INSPECTOR e?r777�__ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a2:aa=::e As , DATE � 0 INSPECTOR �gqs7 Z. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING � FINAL � l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: "�"��`" Jpo-o-�" a �- 9 73 l 7- DATE � � � 6 � � � INSPECTOR ' I:M (! 1 Y'.�•!.y � � :d'y� :M ��1 ;> � it �I:d \ — - - ir A P"M- , -jj,,PF- • 1:11 / ALE ■r �` .�_ pp , VIA Nor I � ---------- - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. /2 Trustees Examined i 8�_ 20 3 Contact: Approved 20 3 Mail to: Eft T L Disapproved a/c to b•&Y (1,7Z'1*4 v� Phone: 4- - 4 L(R-5- Expiration SExpiration 20 J '-­huildQ Inspector r s _ APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in,writing,:the extension of the permit for an addition six months. Thereafter, a new permit shall be required. ( ' • APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. JC (Signature of applicant or name,if a corporation) lea. 661)( 933 CR,H76&,<- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Sme 4e/&C7 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land which proposed wo will be done: - _�n �,T O U T7tre� LL.V P �1J 1 /� fO•cJ House Number Street Hamlet County Tax Map No. 1000 Section 2 Block 0 -3 � �►Q�t t1s Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy NG Lf: F-4,41/L y e-CT7Ac- b. Intended use and occupancy I I 3. Nature of work(check which applicable): New Building Addition Alteratior�K Repair Removal Demolition Other Work (Description) 4. Estimated Cost J!' �, 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. SEE ( A-AcJ S 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ,Pear Depth Height Number of Stories MX, 11 S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 5 v12 vU--------9epth 9. Size of lot: Front S� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P— .4-0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO � r�L� 14. Names of Owner of premises- /fLw� Hvt1-yG Address Phone No. 4-77 -- 974'e Name of Architect LG�i4gX SChlkl4n rZ-- Address Phone No 71¢ — ¢1,P41 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &,D.E.C. PERMITS MAY BE EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. t• • 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, depdges,andi say§that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contracto(Agen orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn Wfore me day o 1/� I f 20 C) l.� "I L Notid Public Signature of Ap licant Ob.OID06095SM ?ane E*0A*1.20 TZ N: SURVEYL15 PLOT TITLE NO. 603S9176 Certifications indicated hereon signify that this plat of the hereon described property is a true and correct representation of a recent survey mode and platted under my direction In accordance with the existing Code of Practice for Land Surveyors by the New York State Association of Professional Land Surveyors. Sold Certifications shall run only to the person for whom the survey is prepared and on their behalf to the title company, governmental agency and lending institution listed hereon. This certification Is only for the lands the described hereon, It's not a certiflcation of title, zoning or freedom from encumberonces. Certifications ore not transferable to additional Institutions or subsequent owners. LAND NOW OR FORMERLY OF ANN E. DA VIES N 8,9057#400# E ---- _ _ MAP 125.19' PPE LINE F WAV 1 I i 1 Z Z - s 1 � i z 1 1 to OR C) ►') I W 1 LOT LOT I LOT 2 3 4 UU I R 0 FE p r L M 0 3.6'E Z ' J - ] O e WIRE FENCE E 1 I.6'E 13.4, 16.3 I a 27.I6 a I STORY .. N FRAME DWELLING N '. £ A R n Na W8 n ,'�A -- — GARAGE `F �� Vii• p 3.3' p t 2r!J' 17.7' 0 16.3' MASONRY0 STEPS � � '�� ,'r'� •k 1 LANDING 1 0 MASONRY WALK :/ >♦ W / 17. 4l 1 1�1 a r O. a /' .,,.fn Q I / a TW 5 Svieuej HAS e3_ociJ i9c.TE ✓Q /eF't Zo 1 TO 5tP74..' peonaSEr> 4tPW/77c r,,I O `) 437.51mawm Nr —— m _ mavuyENr fi7Y/lVD FOUND —86"49'20" W 125.00' SOUTHERN BOULEVARD The offsets or dimensions shown from structures to the property lines are for a specific purpose and use, and therefore, ore not intended to guide in the erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as o port of this survey. Easements. Rights—of—Way of Record, If any, not shown. Property corner monuments were not placed as a part of this survey. - UNAUTHORIZED ALTERATION OR Barrett, Bonacci & Van Weele, P.C. REVISIONS: ADDITION TO THIS SURVEY IS A crvaErvcaveERs/sysvEYoesrnLAxrtERs VIOLATION OF SECTION 7209 OF • THE NEW YORK STATE EDUCA- 175A Commerce Drive,Hauppauge,NY 11788 TION LAW. TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com LOT 3 . BLK. — MAP OF: AQUAVIEW PARK SITUATED AT: EAST MARION, TOWN OF SOUTHOLD FILED: JULY 30 1971 NO. 5621 CO.SUFFOLK COPMES OF >p+tS SU IwAF THE LAND SUR— CERTIFIED TO: ©2003 e.s.V,P.0 VVEEYOR S SIGNG ATURE AND EM— PARAGON ABSTRACT INC BOSSED SEAL SHALL NOT BE FISRT AMERICAN TITLE INSURANCE CONSIDERED A VALID TRUE COPY. COMPANY OF NEW YORK JOB' N0. A030576 WASHINGTON MUTUAL BANK, FA ALVIN HORING & BARBARA E. HORING DATE JUNE 5, 2003 DR. RAH CH. WJB SCALE: 1" a 40' DIST. 1000 SEC. 21 BLK. 3 LOT 28 t VMD-BORKEDEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r I � J- I � • I.• 1 ' I I I 1 I i . • � I � I 0 IV 1N SC,y� h- r' ULTIPLE SECTION ASSEMBLY: * I I I I 1/4'THICK BOLTS @ 2'OC le > II II . ' J2233Q �•y�� OR N�`:�,,� I I I I I II II I I II II I I II II N.T.S.FOR PANEL SPANS: I I I I 4 OR WIDER SPAN I i 11 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD a-' ( - (OVERLAP AROUND OPENINGS 4•) I r" II II 2x4 STRONG-BACKS Q 24-OC I I I I ASSEMBLY: II II 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10)0(w/WASHERS)GALVINIZED OR I i STAINLESS STEEL WOOD SCREW @ 12"O.C. I I 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ M" #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 12'O.C. � 1 ROOF ROOF 4V ROOF 4 ATTIC 11/4 11n 11/4 4,11n 11/4 11/4 3 SH WER SH WEIR SECOND FLOOR 1114 3 3 3 11/4 C. I C.O. KITr-HFN BATH 1 1130 11/4 4 11n 1114 04 3 F.A.I. D•W SIN SHOWER FIRST FLOOR 2 4111/4 3 s A,J-^ C.OF �y?cg' IN S RARFMFN•T 36 y� (►�`ti a N 11/94 119 04 b* �. SIN j W.M ,�.,'�� � o� . J 3 .�, 223 BASEMENT 11n 11n C.OI. 4•c i. TO APROVED SEPTIC SYSTEM HOUSE TRAP SLOPE" N PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N.T.S. �FF�cc CERTIFICATION OF ALL CONSTRUCTION SHALL NAILING & CONNECTIONS MEET THE REQUIREMENTS OF THE `jNDERNrMRS CERTIRCATE CODES OF NEW YORK STATE, REQUIRED x COMPLY WITH ALL CODES OF NEW YORK STATE 3 TOWN CODES APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF DATE:III L S.P.I I99 F�4 SWDIDLDTOBNIBA FEE: tag'11 SY: 'T)yok d SOUIHOLD10"RMNINDme NOTIFY BUILDING DEPARTMENT AT 7851802 SAM TO 4PM FOR THE 0 SO aDTOWNTAUSTES _ FOLLOWING INSPECTIONS: VS.DEC 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING i PLUMBING 3. INSULATION v OCCUPANCY OR 4. FINAL - CdKTRUCTIN OW BE COMPLETE FOR C.O. USE IS UNLAWFUL ALL CONSTRUCTION SHALL MEET THE i REQUIREMENTS OFTHECODESOFNEW WITHOUT CERTIFICATE, YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS o� k' FLOODZONE 1114 _ �' JZ " COMPLY WITH CHAPTER X46' m z ' FLOOO.DAMAGE PREVENTION z Q �y SOUTHOLD TOWN CODE. I a w ez r A p PLUMBER CERTIFICATION d wW ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER fill • ' SUPPLY SYSTEM CANNOT F� e� i --- ---- - ---- - ---- ------------------------ �� EXCEED 2110 OF1%LEAD. �yP wpb- ----------- PLUMBING �1d ALL PLUMBING WASTE �y 8 WATER LINES NEED WEST ELEVATION TESTING BEFORE COVERING NORTH E L E V A T I ON l4 S sa 44 M r. r 1 I 'Sa ado' na U) = U1 Z XZ �t S O U T H E L E V A T I O N EAST E L E V A T I ON m a $ _ 1L 2 v s} V f Q Q f .. �ll 0 Il� ll IVT QT7 7% lld ll D 3 IVT QA 114 U22534 X07', 81'-3 5/16" IT'-S 1/2" 14'-O 3/b" �---�1 -- 23'-9 3/b" 26,-Q„ ti�r11 z - Wi CENTER ON WINDOW ABOVE ------------------------------------------, 1 I � I I I I 3/8" 5'-5 3/6" 51-5 3/8" I I'-0° I b I I I BSMT WINDOW >> b 2,514 C� J Z I i– – ----------- �- ___–_–__r I I n PEI z0 t� 1 r__________ I 1 W0 A I-----n i ~'� I� 4 I i --------------------------------- I I ----moi i i � o¢ ww � II T/6" EN-INEBREO I JOISTS • 16" O.G. I I A I f2) 22- R H" GGA IIEG5 BSMi WINDOW 1 GONG PIERS (TYP)0.1 x 2614 _J I ry I I I I ----------------------- WALL BRAGS ----------------------- – -----------J `---- -------------------------------� A h – ' --––– I I I 7 I I I I 1/6° EN6INEERED I J015T5 O I6" O.G. x l I I I III i I UNEXGAvATED I _ I I 4" STEEL COL 1 1'i m I GONG SLAB ABOVE i I I 5' x3' xP II CON, FT6 _T_J j OLD 6ARABE AREA ABOVE I I NOTE: I I PROP FON WALL TO ALISN NEN 11 T/,5" _ 7 I I F.J. vY ExIST F.J, I I d3 I 1 1 I I I+ I POCKET FOR r f I- .1 _ 61RPER(I'YP) r____._-__-_� I 7 J I I _--_.- ----- -----� –, I II---- I L.- J --- L__--------� I { I I `' I � _.. ------------ ----------- L T— I wALLBRAGE L_�,_-- I (•J r I I I I I I I 0 p i I I I I ❑ I I I � Q N V 11 US" E16INEEREO 110JISTS 0 16" O,G, �- m I � tf� m I I D I I I I I I I v mi Cl 1DIA,ONG PIE (YBP 1Ll Ib" X B" WALL I O I I m ' I I BRACE TYP I x I I f J rv1 I 1 I I I I I I Ib" O.G. GGA F.J. _ I I EASEMENT 4" GONG SLAB WV 2" X 10" - 16" O.O. F.J. 2" X 10" - 16" O.G. F.J. 6x6 10/10 HW v m I L _____, I I I I I I I I I i I I — -- -------J I I I L----- - -------------'-I r---- ---- - r' ----i– - ON 6T • 12" 9Ro 6.-T, EXIST ry LI I TOILET l I - DRY4IELL, I i `y 4' ti\ 5 �1�)' 11 WATERLINE O / ' I _�iG/— L--'"---- ------ -------------------------- ----------' 4�� oz s'9 pop NEW .. BSW ENTRANCE Y" u 14-0 3/8" 23'-9 3/H" \/ T-03!16" Y'_p ailgb" T*B 7/b" Ib'-0 In" In ,1 I i \ / 1 \ a U @A I 0 p 4" GONG SLAB I^I1 6Xb IOAO HW I \ / 0 x j - I \ ry � TW2436 I +/O\ or 2 " x 10" n 1 Q k� -i b I Lld e0 IIGH z D �y a 1 (2) LAYERS OF FIRE RATED \ 1I- ,aq GTP WALL AL ON HOUSE ' p I COMMON WALL AND CLS. I �F- = ry ON A H'-I Y/b" 8" 2FFIRE RATED 0 I X O¢ d • 5/4" X b` CECE DAR DECKING SELF GL651N6 \ t tM w -----------------------J REMpvE I 1 REPLACE �6- 41 m ., 1 20310 �Lld OT FHfto w exM' b.,0" i f� (2) 2' X 10" HDR 28910 \ BATH \J • 13'-10 In' 4 6'-O" m 6.-011 b'-0„ 1-•'-'I"' Y'-3 3/8' 6' II'-2 7/8'EXIST --;P IJ ivy- I MASTER BEDROOM XD ry 4 X CATHEDRAL GL6 IST nRE55iNB e? r SnC Yj P I \\J )tea RIDGE _ 8 ' (4) 2" x 4' 91CYLIT�E 1 (2) 1514" X 11 '1/H" MICROLAM POST EXISTING I N 1 (2) 2" 6" V I I Q " I 5TAIR 1 2 T TYP _ q, � • \ 1 3 _ I p 2668 m 1bb� (2) 3060 BI FOLD m 1 ^ ^ POCKET• HSL 1 d \ C N • ro - 3'-2 3/b" -6 I/- I n 2" X 10" R 6YWGLQ 0 2,� 4' O" _ r-6 In" a, - _Y. - - .. I - • : FWG60bIIR ry n,�, I d -------•----- -_-__- � .. .+ 9'-55/Ib" Ig��" I C IF I O d I O Lv m I xITH I ry y� DECK i t�Q ^. s O b 5/4" X 6" CEDAR DECKING 7 \\ ry Q . i ~ X Z 1 01 2" X�" i - F-AS I .x 1 v P05T5 1 m �j DINING ROOM N W I r j m - I��7 g� � � FAMILY.�,J✓JZ I Ir I u".i � � O � 1" r - (t� LTi / GATFDR�AI. GL6 RIDGE — ry I � x \ 314 1(3) ' X 14" - - - i U n Q 1 iv \ (4) ;2" x 4" MICRPL4M - PO5T5 I v P05T5 411 "T611 (TYP) ELS15.S �- I 0 III n ENVY 1 11 FASTING ~ I� PItfIN@ j IIX I O ry 111 • - 3BALLASTERS NDRAIL AND I X m . . - .. I ry IIS n 1 R p I ` I (2) 2" x 10" FXICT 1 - - Tl L---- — -- -- j ' I I ON BEDROOM m 12" FLUSH W/ GRADE ExL4S ( m' . :.'�"'�^� I L t0 eIq • .:� N IN 3 t OP I EXI5TING EXISTING EXISTING L ...------------- --------------------------------------- ' i �I a i a �a lnt ----------- F-IN CLo / NEW. A251 - uo t M l >2E NEW TW2556 to °M I, NEW TWP556 -i Z d zZ Z O I� ' � � ILi 1'W✓"IIM15 / WNb 1 APLR \ FYi01611 1p � �H NEW TWI896 TW2031O TW26!J10 TW20310 _ \\ OQ' r Ya " s FIN IST FL \ / Fj(IST TO REMAIN --------------- I -- - ----------- ----------------- I f RQ A V NORTH ELEVAT ION s 9 A 1 Q In= 12 1- kn a Int In ft1 m — � kY1 � UXzI E 157 TO REMA W s} Y EX15T TO REMAIN Y ^, FIN 15T FL 1L - - ------_-----._---- ----------------------- Q T YY< SOUTH ELEVAT' I ON D n has L t �T o J223. y 12 41/2± O> CD d Z Zp b F� wKa r �r le B=IN EXISTING EXISTING EXI5TIN6 :D(n O q bYn w FIN IST FLNEW 56 b b ______._____ YIi_________ ______________________ . A �yy 8 8 WEST ELEVATI ON s a 0 4 Q N �l Jxz , ui 12 _ x 41/2± 12 = Q 41/2 n 1 I I i NEIN, a .� I I i I NEW 2436 NEW 28910 _ I REMOVE EX15T _____WINDOW , FIN I5T FL __ ___-__ i.___----------------_____________,__-____-_-__ I I 1 1 i EAST ELEVATION 0,,INS CS, � n r y 0) 1 3/4° X 14 MICROLAM" RIDGE .. CONT R106E VENT 5HICONT R67GEI 1/8 MICROLAM" RIDGE 2" X 6" - 16"0.0. (2) 1 8/4" X II 1/8 MIGROLAM" RIDGE (2) 13/4" X 1/2, FLYS TO Ny.TC�'{�DEC* GJ6 JT5 1/2'SHIPLES TO MATCH EXIST CONT RIDGE VENT .�I!2�.�"y BUILD 46 APERODDECK VENT 50 PLYWOOD ROOF DECK 5HINSLES TO MATCH EXIST �/0,x to" PAPER' 900 10" - 1 6 PAPER 112" PLYWOOD ROOF DECK 2"'X 10. - 16"O.G. R.R. 12 `5 I!"PLE5 TO MATCH EXIST 12 2" X 10" - 16° O,G. R.R. 12 9d0 BUILOMO PAPER Q 4 1/2t 'ry(7°" PLYWOOD•RgOF DECK 4 1/2t y7'A BUILDING PAPER ~ Q 4 1/2t 2" X 10` - 16' O.G. R.R. .f.' X 10" - Ib" OL. RR GRIGKET FACIA AND SOFFIT Q 2' X b" - 16-O.C. TO MATCH EXISTING TO MATCH EXISTI I�III--JII�1 � FACIA AND SOFFIT _ WG .ITS ��' q R-Bb INSULATION _ CONT VENT 1/2" GYP HALL ED 2" X 6 X 156OO.G�b1aLL STUDS CONT SOFFIT VENT" pIIA _Ilflp R-38 INSULATION ---- --------- - ly ON WAU.9 i CLO. 2" X 6 X 16 O.G. WALL 5TUD5 xx 1/2" C HOUSE WRAP ON GYP WALL BD (2) COATS OF PAINT EV ❑ 1/2" C HOUSE WRAP r IQ" COX PLYWOOD SHEATHING off WALLS ! GLS. (?J)'GOA?5 OF SPACKLE SIDING TO MATCH EXISTING (2) COATS OF PAll4' Q I/2° 4PX PLYWOOD SHEATHING p 1 (3) GOATS OF 5PAt:KLE iq SIDING TO MATCH EXI5TING { R-21 INSULATION LIVIN 1 RQQtj CLOSECLOSET �> 9/4" PLYWOOD MASTER BEDROOM 2" X 6" CONT GGA R-21 IN5ULATIOH >Z 3/4" PLYWOOD 5U0 FLOOR SILL PLATE 2" X b" CONT CGA m ALU DIA M BOLT-4' O.G. GLUE l SGIREW 5/8" DIA A. BOLT-4' O.G. P y z 0 d GLUE 6 SGRFW SUB FLOOR SILL PLATE Z ALUM TERMITE FLASHING ALUM TERMITE FLASHING R-3b1N5ULATION =4 b - it lf8" EN6lNEERED 11 1/8" ENGINEERED I-JOISTS - 16" O.G. F.J. I-J015T5 - ib" O.C. F.J, R-38 INSULATION =N FWN N .�..r 0a - (3) 2" X 10" N W NEK BA 4" STEEL 4 61RDER 4" CON- SLAB W COL &Xb IO/10 AM 4" CONC SLAB W/ 6X6 10/10 KW aC 6" PL. WALL ON A Ib" X e" GONG PTO b W/(2) 05 RESAR L� AND 2" X 4" CONT KEYWAY 3' X 3' X 1' 8" PL WALL ON 1� GONG FT6 161, X 6" GONG FTG W/ (2) " REBAR AND 2" X 4" CONT KEYWAY 5EGT1 ONn 5 E G T ION s A t EXISTING ROOF STRUCTURE b' EXIST (2) :2" X 10" RIDGE N Q 2" X 10" - IU IDE SHIN6LE5 TO MATCH EXI5T EPDPITCH RU OUTSIDE 1/2" PLYWOOD ROOF DECK F' m 314' RUBBER ROOFING 900 BNLDING (PAPER 3/4" GDX PLYWOOD -, 2" X b" - Ib" O/.G. R.R. ---------------- --------- Q m <A " _ I in (Fl4" X 4 I/2 MIGROLAM LUSH X z V E><1°-.m, rrcG,uEu (,?) 2" X ID" -------1 2" X 8" - Ib° OL. GJ. TOO MFAcIATAND SOFFIT $ lh _ .. - HDR r----� --i- CH )- 0 O REMOVE REMOVE I _ a T NEW 6'-O" OPN6. WINDowS wlNvows �---- F m O - REF NEW STRUCTURE BEYONDH 'SARa-`iE 2° X 4" X I6" O.G. WALL STUDS DINING AREA NEW FW 06118 5/4' X 6" CEDAR DEGKINO TYVEK HDI15E WRAP 2" X 8 - Ib" OL. GGA DJ. 1/2" GDX PLYWOOD SHEATHING Y CABINETS 1 (2) 2" X 10" GGA GIRDER SIDIN6 TO MATCH EXISTING ' I IK 4 `If rtfA-rQ-/ 1 ----- FL - HOUSE ------------ SILL PLATE NT GGA TT a I -_ 4" GONG 5LA13 W/ 5/6" DIA A. 5OLT-4' O.G. L 6 /10 KW ALUM TERMITE FLASHING ' EXIST 2" X 10" - I6" O.G. F`J. �� Xb 10 ' EXIST 5XI=N& 6Ewwur p ` DOOR r w p J 6" P.C. WALL ON 'nTj 2 NEW BSMT FL BEYOND p 16" X 8" GONG FT6 W (2) 05 REBAR EXIST WMT FIN FL !EXIST 12" DIA SDNOTUBE GONG PIER (TYP) AND 2" X 4" CONT KEYWAY - „�iTAIR i ----------------- -------------- --- ------- 5EGT1 ON 5 E G T 1 O N AB p - I "' '- J22339 �oP a FRAMIN6 NOTES /f I. All Framing lumber shall be grade stamped DOUGLAS FIR- , Larch structural grade no. 2 or better. 2. All sheathing to be APA rated, exposure I, 5/8' min. thickness. 3. All subflooringto be APA rated, STURD-I-FLOOR;exposure I, T s 6 3/4"min. thickness. All edges of plywoodto be set an solid blocking. 61ue and nail all sheets. 4. All headers 6-0" and over shah be supported with double uprights, q'-O" and over with triple uprlghts.All headers sholl be a min. of 2-2" x 8' or as shown on drawing. w 5. Solid blocking shall be provided for all Joists and floor beams as per N.Y.S. code or 06 noted O 8'-0" o,c. min, Provide 2" m sppace for air circulation In roof. b Doubts Framing around all openings (SKYLI6HT5, STAIRS ETGJ or 05 noted on drawings. 7. All flush wood connections shall be fastened with rated galvanized metal connectors by "TECO" or approved equal. ftp ` b. All flush wood CONlaatlons shall be fastened with rated galvanized metal connectors by "TECO" or opprdvad equal. AA CA q. Nailing schedules shall be as per the N.Y.S. Building Code as a F� a r z minimum. All 2" x b' studs shall receive 5-I00 naris at 5111 and plate. All exterior nails shall be galvanized. b >z VO. Plywood sheathing to be nailed with 8 P q 4" oz. exterior 'J edges and 6 D 0 12" o4. Intermediate. M z '4 z II. All Interior and exterior Finishes, flashing and waterproofing shat[ z 0 4 be by Architect. C d 12. All roof rafters shall be attached to the plate and stvd with =¢ galvanized hurricane type connectors by 'TECO" or approved b r 2 sn � equal. For timber pile foundations,provide hurricane clips at all ¢F- p perimeter Joists to girder connections. :3 0 13. All pro- gnglroserod lumber sF)all be TRL5 JOIST MACMILLAN series rp W tC Wood-I-Beams and LVL products or equal. All Joists, girders and _ 4RIDOE headers shall have bearing stiffeners Installed as per manufacturers ��i O Irecommendations. Web stiffeners shall be ragvirad at all load and fes--.txyaring ohit5 at a minimum. A single 1 3/4" LVL rim Joists shalt be A requlr atFloor perimeters. Handling, storage and erection of �7 k.components shall be as per manufacturers recommendations. 14. Provide solid blocking for tearing of all beams and posts,RESIDENTIAL 6ENERAL NOTES_ li. All work shall to as the rogulrements of N.Y.S. II Building Gode. W+en building In other Jurlstrlchlons, Ivariations or ad lustment5 may be required, verify my such —^' requirements with the local code. 12. These plans to be used In conJunctlon with the Outline Specs when3. AssuO Soil Bamin Ga act 2 tonsr_____--_____ —_____ _�;a,�_ -�r--==>«a__---_- 4. Concrete to be plaing, unrelnf ed, 30�Ib - 28 day test. 5. All footings to rest on virgin, undisturbed soil. B 6���TIbAll lumber to to Hom. Fir No. 2 1150 P.5.1. unless noted on 2� lana11� 2F6I2 DEFLECT IMII X I I r II , lot FIT 40 LB. 10 LB, Ll960 a 1 RIDGE y II11 2nd FI (Sleep Area) 30LB. t0 L.B. L/360 I Attic (Non Storage) 10 LB, 5 L.D. 1-11360{r}�y Roof 30 LB. snow 15 LB. L/360 Gelling beams may have to be Increased for storage attics and rafters Increased for higher snow bads. { - rI I I I i I I I 8. Electrwal work to conform to the National Electric Gods, New L__11 LJIJJ �_ ---------_�__JJ York State Energy Gude, dated March, lggl, and my applicable it it-- local codes. 10 %All heaoders tobebe (�2) 2" x 5"s as unless noted otherwise. 1 I I II II 11. Double Floor I I I I I I I I i2. Indoor design le oists shall be el maxarall�2Pfarr heated and min 76"under I I I I I Iartitions For cooling,ba5od an table 2-1 In the New York State �'9y Cada dated Mach I Wit. I I 1 I I I 13. All exposed water plping and/or hooting ducts to be Insulated I I I I as r Sec. "7813 of New York State Energy Godo dated March 1. t I I I II II Ipe N V f RIDGE I i II 14. Ala construction Is to be In accordance with prevailing codes I RIDGE I I II ii and standards I I I 15. All windows to be thermal Insulatedlass. ~ _ k F I I I It II II g Q 6 16. The Architect assumes no responsibility for the construction means, _ x I methods, techniques, sequences,or procadlLres, or far safety precautions tY1 and pro ams In connection with the work. There are no warranties, nor any m 1 merchanEEiblilty of fitness for a specific use expressed of Implied In the use I I I I II II of these plans. X z t II I it II - 14. Contractor to verify all dlmenlons before starting L—__--_JJ__—T_----_JL—__� construction. Do not scale drawings. Follow dimensions only. st / ------------------- —i1 111 Q t L---------- I I II li I I II II I I II II ---------------------- < KEN ROOF PLAN EXISTING FLOOR PLAN WITH SCALE, = Ila" a I'-Or NE N FL O O R EL AN SHADED - SCALE: = 1/5' = P-O" ongc�a tla •'� �r 02233rt y° II' y I jj , M' 8G x o p . N 11r r t q o — r � GO'NSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS U IND RESI TANT NST LJCTION 1 CONNECTION L CATION': PAINT NUMB r NOT 'a d RIDGE-TO-RAFTERS LST124 : O AGH'PAIR k'AIRS i�� RAFTER-TO-WALL T? AOOLY TO EA H RAFTER NOTCHED RAFTER RAFTER-TO-PLAT a IpoL TO EACH RAFTER i k2AFTER RT15 RIDGE— PLATE-Tb4ALL BTU BP-T, APP RIDGE r� / 2ND, iFLOOR WALL-TOAST. FLOOR STUD HEADERTO�JA'CK STOO T pl2 A TGY JAS "r CRIPPLE STUD-TO-HEA R RT3 ?T FLY,'TO . CH' GRI LES S+H 'WALL HpLDDO R �- E WN ANCHOR D 5 AP d�- i P T,O, GH�SIDEWAL� � ND �E .4 S IST, FLOOR-UNDER-SILL PLAT M T WRAF' FJN.I�ER'DOUBLE &ILL PLATE TYPICiwI. RIpGE TD RAFTER B PFING TYPICAL RIDGE BEAM TO 'RAFTER STRAPPING E 9. A3 oR R516-R _ Ci1S ITH' 3" S4U WASHERS). USE THE FOLLOWING OR APPROVED,USP METAL CONNEGTORB FOS 'pRgpa ,',WIND ^RES OTANt a O,NSTRt>CTION. FOLLOW MANIUFACTURE'B RECOMENG D IN $TALLATI'ON INSTRUCTIONS TO p.QHIIwVE MAXIMUMUPLIFT LOAD CAPACITY. RAFTER O PROVIDE I/2" SPACING BETWEEN THE END STUD AND- 2 OTHER S4UpS A 'CI OL RAFTER FOR"ALLOWINGCONNL �NPyJOR epl r aaNrYF�ibrr T� hl yle 'cuh �H twT CARNHf!F STGIP r �OY,Y HOLDDOWNINSTALLATION TO TRANbFER TOP PLATE r�taRJ r� ba �� �, PLATE - q FA r Wlr e2) COMMON NAILS w 6m O3G, nw. . ., PAAtH r :kY NF sr on WALL STUD p WALL STUD O SIPEWAILL ENDWi4LL iIT f�91TW $x +v18k�ER5 (GBP f$A TAY'UJA1 4 STUD CONNECTION. 9 TIt3 $WG+11 ,.WAL4 CORNER CCANNt#OIt .601 E 2ND, FLOOR WALL STOD KING.STUrp$ I \� 2ND. FLOOR PLArE W t�4D JOIST \ q (;} IPP1 E 8TU�3 p �' � • � I {yOCKINCr X, RIM 06A OD FADER q, WOOD JOIST ,. '.. - . GIRDER/HEADER— q IST, FLOOR. TOP PLATES " � AGK",S7i11DS q ' !i WOOD SIRDER WOOD JOIST IST FLOOR WALL STIIP ?�P1CAL' HEIk CCNNEGTICN JOIST'FRAMIN0 OVER Kodop ra JOIST FRAMING FLUSH WITH GIRDER/HSACn : 'YY•,Itti/YC MWLTi�g'�9 .E��N 4 S ` �I� - P ORY NTr N ' f 16T. FLOOR' WALL STUD O IST: FLQOle PLATE ILL S to ET FLc�OR , �11-L GW81� WA P'' {�bTT h' PLl l30TTOFILA'TE RIMIk�oA17D' c I F-�'f IITE SHIELD 1 N1J Sl1B Fr pC>R' ppUF3LE SILL, PLATE � @EiJ a°+Ik� PLATOa + D„oU '$ Jz?f$¢�- — AOUpsLE-JOIST � Q�F' JpINI'8J I ; FOUNDATIOPN' WALL Y FcxJN,�sA'r+�iur,�g,r, ' I'p • ' r' JOIST , A Tb 1 U6 D +JC3IST FOR ` � NGN BARING WALLB 1ST. - 'R T4 4 4 fe :IR � _, NDA ,u,JM1 GO ,TfhY&' . ,FLA'1'?�!'x AT6a 'i - LTa *Y'-�-sKil MeA TW' ��i� I I„I �II,I I » �lti S pFRAMiNG NOTES N A LINA SQDULF' PIAN CONTENTS: 1).flIDG;TO.RA V. A G As& ROOF FRA IN R9 RB6IDENTA 1111"%291 gauge wapShnq,lta psppgd to 8§911 Pair Of mfiqm)n accordance to[able 3,4 JOIN DESCRIPTION NAIL NAIL 9UILDIN(j UBE " -- _ CONt�A� r��t14'^k r-1 L Wngna chUar Ue lsusOd in(ilp q(.9'ddgaahap,lhennmlbi{if 190 oommah ngUe remdratl QTY. PACING STRUCl'IpN,NOTES: � In aaG;end of the collo 9enepSd hglmxaeed Hre tabulated nuriibm of ad nails In the Strap RAFTER TO S'WgL1.:3-Bd CgMMQNCgMNQN EACH' 1:Tbp nlmm air lU: 4 TOPPLATE - 79'WALL;4-Rd COMMON RAFTER TOE-NAIL TEAL 80 PT 0. GONSTR GTION 1 1rltlan4MlNdif lhisimorc tl Uluh lklc mmdele felltletl tq pasl all 1 RAFTER•TKWALL ASSEMBLY: __ iMMl4Pd(m!UMpd WN.They aro(niended Ba q'dahA,HpcUM alA;,npBaubslNrdp Lateral lrygingandahnarWpl)c6pMcllonr,(a rahe(,0011 or mom sal IeNghollbaln ILiNOJDIST IWALL:341d OgN4M 1V EACH PRESCRIPTIVE,AS PER N.Y-B. RESIDENTIAL CONSTRUCTION 0002 AF.D dr:MLipplally +n9 °Py p . TOE-NAIL DESIGN CRITERIA L Slap II p PUd pppdrearld 9nherjoristecperable for prodarM7Nrsiad egcorUenFemlpbM13a, nargRM;orinlad dp n,'oCfdlpl�Fn■wUh■1U9b4elaw;mR§n TD'Tpb�PLATE TO`,WALL:4-Bd COM/.MON J018T _ J�`ZB bBG HIGH WIND EDt]ION,UL� FRAME'QQh*%UCTION mtA A GanaYLL CbrrlreWar(e rpYphnAl�k for p(oWtlMp slbgtlUrd nr rtYfaea§gpli pe'blbpliadlplh■Ma6faP,:psiewultpdwall plata dllMU be aUaoAtotl to C161Nb J019'T,TO AS'PER TAB E3.7 EACH FACE Tb Aa �"_ ABu vnrnnlralpraf,§ddrpli l0 ensure a' rideadtldNl NU§Ijdtl,slNGUrell� hlamlhe ((aatep E _MR FLOOR PLANfi GR_r'te eE TION AND"GIMNS II,-j{QT�_ ' tamd a P V Whdleros vagka'pIM gpiipegfpYO'ReoM1 gvamgnalnA,'Ihe ANSA Olds u(the bulldog PARALLELRAFTER WFCM;BBC LAP NAIL _ EM. BAL40N F4 jD quirpmo(caniplelAd prol Audi be Wnn*cW will,400 adnhecipas to accordance WMp mble'3.3a pEILINDJ0IBT YAPS AS PER TABLE 3,7 EACH FACE PECKS OVfiR PARTITION WFrCM-SBC LAP Nqjl 40 2),Thor Draw CQn)Yahil p'reppafphllefor ectal. dayallwet,apeconslruogaq q WALfTD+WALL surds, holo ATTICS µ/a STORAGE 10 maaleeujrehl Ndeibl;§(no,401!QN'gndlNpal oed¢a,obs Pangpa pntl mgulnil0ptl,sle Il gtudq egove gndalgda heloWa BpprfeyN Fholl be i9achold with,Sol commiclme,In COLLAR TIE ASP TABLE 34 EACH FADE ATTICS I/ STORAGE 'Ti(¢Ya'PaYsd;am 1448 Eanaldared as test bfra¢■'palikallonn(pr[tela puddind and }q:n(dea4¢wllh pMeB 36:When wall WNlY gbgwdpnof fall to llhgwah slgdp below,Urn TO,RAFTER iNF CM-SBC ENp N_All li DESIGN LOAD CALCULATIONS 70 HaM'a'0.adharad lq evenlfimvpianrA WlUt IhO Plan, slodeiShMlbe 240101adro aasmmdri'mlmher 1,the floor gdatobi lR ypige corecmmin BLOCKIN4 ROOF (GROUND SNOW LOA ) E9 H TOE !LIVE LOADS 6F P 46 s D PEP)! h JAI 1 e 3 - ACO cd0 ds pp h tama`3 2 R MMON NAIL ROOMS /OTHER THAN BLEEpINGI 491 3).,glmp dprptllaU like Precedent tivgamlad draWlnpk � TD RAFTER 'END " MON BONEDRAWINGS). - 41 WALL ASSEMBLY TO FOUNDATION, RIWg0ARD -- EACH ENb RPOMB (6LEEPlNGI 30 I Fillt Wall TO RAFTER 2 ldld COMMON END NAIL STAIRS d) The d sl connector , Se el Mad ae oo0ell have to lna fpurtlp reigar I plate.ornaeom§tole a IN upllll 40 agW#iy$Or hes vactan nanpgpadfmconelmctbn"rWary'NM§Pd z±aapmaa no aongegop,8lgpl straps Khgl�havealydnlAlWnq etlmanl of In A rel§ NSIbMY.(OrcoabgGion ropMpplln9�Wllh Bleep I ,rid ,�' .4hgs In pgn4elp WALL FfA G" _CiAURDRA1Lb (ANY DIR GTIO J Pen! rete II o, lam an E N 0 O NAI (r en e / r 1 mM�„ Y dad dH bcpn pgtlh S{NdtesMolwAXM'Yhiakl ap'.ale mp er - ponglnWcpanmaage,malhape;IadlPlgllef ate •eases,w, ropgwAl„ o r d (pWrd �F� s d N -- —_ g ,. P 1B r I arnanpnaned ac AIL NAIL P ATAGOR_- M'clullonn qq I AgM1Y 10.1 , pea, Otdepne'WUIP(§Mb9ap.Wlpmd■el'Yaepl and lap grNwlhe JOINT DESCRIPTION P ?gdpm101d Il PIhdrlhpla IA;ildfBNvork:'TherY en nawalrapgpa Pora OGIdq PRP,Sloth agybrsw0sfjaa.gpN hq tleeJ wlm Ui§prloNgr bdlh.Mchu�bill � QTY. SPACING NOTES '�, LOAD PATH aptlGM use edppap6tl orimNletl lhlh0 use tlr[troth pmns apydrp into beY eoeJ entleMed In i SEE CONSTRUCTION ANDWIND PATH CONNECTION mr0hpr'b areto'eae ddaap0elo lablAq 2e�.laailtlU)On to ddadpg, ipP PLATE TO , 2• ied COMMnIN PER FACE NAR- • / O F ' T Et.A AG 4G N N T AGE e* 4 spared hefWeM,&t2ifidhsq from e1e end of a all[ eta and I TO PLATE _ SEE - .-- S).Rb(ar to the Whdaf,erm Door edredulb Our exladmi ripMlrrMe, rnmpm, N d FOOT FACE I NAILIN[i SCH ' EDUL2 8EF r•FNERAL NOTE PA-E TOP R_ TIONT .A.SID FACE -- - � B The General ConhscpriHo an ITE SECTION 4- 1Wl pOMMgN — „ L Dae[hal ma or re N R B E .910E AI F O A p M6reged Bre tae m lq S.TYP I A NAIL D WINDOnJ bGNEDULE are%eagds mawpGY Abs §§ppnnryry 'p �' 1 EBNWOONNGTIi,11V6: BTyOTO 24' FACE / ! padncaliane entl apppceble codM. Typal ek1prla Yryear welpl4i § p Tk181 .Ip apINAGIrP nol�Wgpd phupla191 PNnal M,IRB aiearlor 2- i6d COMMON T,)The Benanal Conlre or p to coullb the all for GibuBlr fatal 'Ed ph m di�Aq .6'rq:0.gl genal bd(1r#§,tl(j0129 c,In fp a Said and STUD - O.C. NAIL I Such as In-house",ahsUMn In hams 1721hoa d to, wM qr 1118PI16dgpgdalgtad,W)INSd'oa+I antal'T o:c.sl penal HEADER TO - 790 COIWWON 16`O C FACE - p pephy,agwlq Mme ap� edgaq as lQfoo:Ynthe ApWah�d.beln pod4NencgWliFl ll,,'}IS"�Ul depAremenn gpedBed HEADER ` ALONG EDGES NAIL _ In NblpM.'t6a-L, TOP OR BOTTOM 2-'i Btl COMMON PER 2X4 STUD END dl.Wind load nqulranenp e_hpll Papp§kph Into twou t dUXn PamRUCI " PLATE TO STUD 3-'180 COMMON PER 2x4 STUD NAIL B)TYRE II EXTERIORS EAR' D ' f H CONNECTIONS:WAIL N F — u. ;ark ', FOUN QNT' � r � T 9116 Y xpdor H e . .ia� E - - P p Wilt- tlpar uh n ORJOIM PLATETA. - R ml, . PMA, N a Mk WIeNe 8.1 -n qmn eras appropriate 9 4e e fpr P I li len' atgnent la.l4143 d, END IIT O,BAN 'JOIST, 2•Hfiar OOMMON PER FACE NAIL ' I).The General Contractor end MppOdja prompters,at �;IJiG,IM spm arose p'� q � IAGbYp � � P00 SEE NOTE 7,2 PWMBlMG'RISER,DIAGRAM ' tlplerminl lnlendad,MidnlB or mashed Adar(ej ebpue fypiaat fade. ENq JofS,T�,OR,,�BL''-•pKINc T T),INT le madgNsh ARi1tALLDONNEC UP. 3, FL FLOOR FRAMING: ;4.All fogepga(o resd'pn,Yndinturfiad lWpMln)aw. MpWadM1 NdgWdI M1nMIIrq ayf�„IMIblaAle 9.14shd11NpeorrdMad to by 4mmtpea when 214 4.2 l fippoljlap ape OPrlpeclkngYla86§,Inaemrdbndewph' JOIW pE6CRIPFION NAIL NAIL NOTES ql RfpWdNllYafrpMetap joint MMOIW belwd*n eaaWOle plot*and abitunq 244.2 and 294rgRpeeUvety. - QTY. _SPACING N9nC(etbdyplgabprylyalfs oFrurinq ll`p'fldplaral'appealed lnitlrla 64■t .10187'70: PER TOE 8).C,pNNEC7'10NS AR 4 -Rd COMMON 4GNR'E74TIERIpR yVAI{:p'PENINfdS: SILL,TOP PLATE OR GIRDER Jp18T NAIL �M m0'M ppnmpla WRIM1'hdp HgiWable3 S. gglnlo BRIDOING EACH TOE Y Man ached igp'Nhse 40arreb HNq{pmgptl wllh sable 35.Wlndo iII� WAY Oh a gIaMd wary,4�;II, 'tlapnWomanceWlllydphle 2 -ad COMMON g►palelled wMlAMTabar;)d"Iard pld2'O.t,.:ggp aRprwad,ylo%y Par Installation, 35. W Pdf our adnnarlora ' TO JOIST ENO NAIL FIRE PROTECTION --- 4),Un*saOiO*Mea 001aQ all Sl'plMq(edp,WbP Z3D0 prgA..Congmloln be BLOC G Rap COMMON EACH ' TOE f6MOK IC01 TO 1 BEE FLOOR PLANS k0medhn'Air)tIF'I'Ihkk send m eNvS1101 WIIp,Sx4wlfe mesh rainlomJnp lntefor slabs 9) CATHEDR,Ai-CEILINQ ABBE BLY TO JOIST ENO NAIL p'bp mfn(muh19.12 Inch INFk WIlpregdtlp§ s�tn�p4a§Valid.A4+k durgl:bpami,U7►'JaamA.'h11�h11Urgr be natched and BLpCKJNb TO; EACH TOE /N A - STANDARD STIEK F73AMg GONgrp�ylCVQ(d ancclhtrad on lap d('R1a beNq,grtpdp a>tltm0lgrganAq.ypaM■d�ed lb.Pach rallln4r-rmge BOLL OR TOP PLATE 'q-1W COMMON ,BLACK .NAIL • 'c ¢I.at,spgcsd 1p b■PfgWdld wehs minlmum 10'Q4-scgepla Mur .in YMa : ala �dM pp?914 rfy�gH a(IHabfhlodang Q4Al,apY tothl — REBCNE Kae mm Ip�qe Bim_ P e W stmcllad'wgl,the abg46 q W - nt4' 9108 '0008 endwell M1an be ba LE ER IP 3 ,1 EACH FACE dap{'Iran MUntlsllep Y.or to svery,lCOsa.h.dl area — TO,gEAM�' qd COMMON JbIBT NAIL p � nT ' D CI<'Rt9113 //� 1�f��2EO PORCH NOTES: JQ16T aNLEDGER PEN TOE Dov �/�aF Aad. (� �v vo 7+ RIA 71 Oamppreo(mrlerNrgl lymdeUm:wilhblWminoJa 4oplin9 aspaaedlinn RdoS of _ _ Y - Y: T08E'w1 3-ad COMMON J01ET NAIL CLI'IViY11.I.' ""-`O�r `�P I�+ © �7I1.71 V' l/l'^LI I RIA Y8 Ind Cad'a:A.S-mNP01ya1hN§hg[And Aall he applfbd over 1).pn s Plherwlna Muldl ",11111!Neta Ip ba Nf B BJ WIN, ICEBNIELq IN: ACD pretAUre heeled fumbOr. GROUNp WIIN, EBI- C FROST FLOOD � . Aute hNowyMdp pgdlon oleklenorgYalla PdoY4obesNflhm9, AItMRenln,-hengds end ancfionloaa'Nolsfedgd aYmie(ast'sieal. lat 5-140 COMMON PER END ENdW 8PEIf0� . DE N WE TROOPING LINE TERNITE DECAY ,pEg(fgTf ONDER4IYMEN'I - TD'JOIBT JOIST NAIL qqII 5)�beinage 4%Per agWmRAgg o1N.Yrg Rngf sofa Code; 2 01 Ian LOAD IMPHI CA)'EBrJRY gEPTH TEMIr, R NA2ARpB I' . y._. ) Qelx4'LdM6'to hq lR)2x106uUad) w11h Wq'lhgwa @pdYgI1A.. BAND,JDISS' . . 2- 16d COMMON PER TpE NAIL — EQBRILD A,sy� a,��4, Glydspin`.dMmlte piers cltAllbp aArdkred,NlRi 4o 6F eql apnea fq■nchomd SRL ORTtW PLATE FOOT REE NOTE: 46 LBS. 120 S SEVERE AFT. MODERATE BLIGHTTq 11 NONE FFIr RA 1IfN,G N;f fi,E Into Oc09140 Wldt bldpapum I/2 dlbx7alndga ' h wllhwa' 9geNlnup' T TONEAW, MODff ERATE - Woo r [quad andpqe1 so pmsglgNadaglqPof 996580 High Wild ML pgpla aulWorlin9 =V00m IL ,Wgbd FrMdlap CppelydcllbaMahuel. fk2 gpdgn ahgp bill, iR�%r9"x12^Ilfirk'wura p(oollryq. JOMT OEBCNOTES uap:a holMyml a ,%T"lane enchon4Mtwhh�wgllRrsNew61 11,6bOngeShall ING ROOF SHEATHING REOUIREtN NTS F012 WIND LOApS: aemhwwisb noted,all fnmpB ayiafKryhlpl woodmsterM1lm be qi+BTR bo Alt beluW.Orgtle. ABLE3a TJ - -'. s Fir. STRUCTURA -BB SHEATHING LOCATION 'NAIL SPACING NAIL SPACING AT MTERMEDWTE 4) Darkjdele to Kaye brooking al e0 o.a. . AT ELEDGES SUPPORTS iN THE PANEL FIELD NOTES S,A o f CEILING SH'E' THONG: 4'PERIME'(EREDGE ZONE ad COMMON®S'O.C: ad COMMON C,. _ 9EE T s,walla,mNlgptgndmllarsn4e spaced el lSfnohee o,e.unless ndgd NO E61,3 m, ) gibdm Ino 10 inch jlAsMnq phaU be lnalellpd belWesathe building and[Sugar, NAIL NAIL INTERIOR ZON �— BEE NGTE6:IIBOTIifIELO&)Ledpgr le.ba hralenedlo bulldng',wtla l/2'dla.help vU N'upamAnd ams ,JOIN OESCRIPTIDN QTY. 9pACING NUTE9 E ^ Bit COMMON a 6fi Ol ad COMMON®12'0 0NDfE§FOR PAML•L FIELDes alh■rN11p noted all beerl0g Wali hwWrPao be(2 2%1. 2 TR pdQQ.Fin whomneeded. - - _- Wap pdePala tiaybl2) SWtls and(2)Rod rah Xi&rude on n ch aide olgij' Gypsum id COpLERIS7' O C.EDGEQABLE ENDWALL RAKEANLVL triatlgm W have NNww q q 6.Confide Prom shall M a minimum 4n obpve'prada. WALLBUARO 1D'O.C.FIELD 19)iedk dust and f�MB M1ggrh aMda In¢ace oma ql na I-�k'a^Lt 7F� ^In OPMIn9l.OWI"i vllOW6daw tlilsOludlalso Plus(2)vanddv pill plates ldr'2+4wol; 71 AINdAb la new - WALL SHCiil1`71 '' w: IYVT Rbspveah'Jitnph4'0 arad2g6Wall opomn9she"s,611 and RIB.PMWdb Re Pporled with MnMes and'anchop Eaoh-JG*tshallalso be anohneed THESE NOTES ARE ONLY TOBE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, sad Ibok(n9 wfteri aPpllgaNe. 10 plr4ANt) „ 401W DESCRIPTION. NAIL NOTES SPACING 1) Far pot ehemhlnq Spun 4 tot ortht perkndpradge of the mor,hOIUdIr,4 feat a a nah e]do Pal the roof peek, SF AI'I Npph "edam to b0mia llbd With he"atayg4lWrdmd hMgem and B) Covgmd Hoole shall he AsapiRbladtigd pnahare_d Ih0 a0aptmdNpl Pas I tgaa+l hylldpr STRUCTURAL AS PER TABLE 3.9 the Y foot paninelx SUBS zona atpchmSap m ired YNU Ue used, engg Ydleoe, liable phY rbnnarUnq ldsp. -�_; f�,ry.{�/. �T S PANELS Rd CoMMDM' INFCM-UBO qp _ PL tjM4IJNfia NOTES' 7/lar OBB - —To.C.EPPE 2I.T§§08[80 12 Inch p.c,nail - a6 Pag41e up ApOrb pander Wella lh l mnparalleltnihe'B r Its mid undbr balhbrps 11,Afl era dmi PLYWOOD SdC0MA10 For fremle Waling agqur pYsheathing,Wachad WraUer/irusgframing mernbeM with G>OAS P= ggja , M lPPN, nag-antl ybnl(ny lq'bbingmeodaa phcN.Y.B.Reeldanllal WO C.FIELD funding wiN<0,42<G<OAB,the and sparing"be reduced to 6 Inches ac Flaare In Have Pemmio 111BIn41all■d sh=vorlhid lot yopy load Sol unlpee noted CppalniWm Cptle- GYPSUM 7• O.C.EOOE a§tent WHH §ARD 5d COOLERS 10,0 C FIELD 31 TpyAYled 4 IoM a c,nail spacing Sswmea gheMhing to radar I ImeO fraMh➢membere wiN Ga0.4B Far 21 VgdfyteWatk'Opem Wllh;Ue Eppfnaer RgSljgolk C(K-10pelm Depanmenl approval a'-a'gIN freMWgMRMM WMGA2c0.049,thanailepaGrtgahsUba Wocddpo3lndrena.c 7).iPrudpS;Nopkpq/brldpiPg in nOW101■p at SO q.e,.Use solid blaNiPg In flowjolap A"7 ' under all treating wolp. 3) If well atutla,plain mink cyl MldMlrrMJntWM1Von fgfanYPlgmb !dated work, " s,'. keg NAIL NAIL NOTES Provide will Sgya��AKl'rg and;Illaletfopn�IpG Mtl,;AedPr6111Rapudurq,;V,gdty,Wllh Nn JOINT DESCRIPTION , 'OTY SPACING Provide in§Wetmn blrMss at yrye v is bdwa■i mays bwl co al blocking as slam Sada endm ufgGrVO'a'ryagrpnylrq(iapbdqn hNRapeghdapiPhtOpMnNlgd.' a etlod. - .�k.-- ._,,,,.._ ' j"we St ucTURALaANEtsa Dmdi.WN B'DC DO WALL;SHEATHING REQUIREMENTS FOR WIND LOADS: '. i^ -.1",''ElS J 1"tlB'LEBS d,, 12"0.0.FIELD 9i.prlpgaPalppWlMnoted,alllPopand,Wb)1�)dhaves§)IRlfqum, /2^Ihirh,4-plyFir SHEATHINOLOCATION NAIL SPACING NMLBPAGNGATINTERMEgIA7E CO$'eNgdorebSadadOBlpltle plYWdM 9ywo0d(o Oavpldva,plalea'Gtut heatlem. 71.NerhaNaq(OWmpaaFdoYlf�' SfPFbdheadngta qq appllulle'cotlee Mdaaply AT PANEL EDpE6 SUPPORT THE PANEL FlELO' NDTES requheamide 4'EDGE ZONE ad COMMON'aS"OC, Bd COMMON @ 12"O C. SEE Nol 1,31 BOTH FIELDS) 1p1.UXle*a 01pp)WlNpolad we$//'Mkk Ta.GP„'�@FMO['MvAnl Plyxgadaupebor THESE NOTES ARE ONLY TO BE FjEFERREDTOIF YNdVAlh'pLg09 ■alta'IAtl pmpNpikUrgppn(d)a1V,FNric{rbdl bar l4'peinglallsd 2).1}�AQauhNynOegprb�UYk9,','yapMpjgp,aUbYtnetiydata and nMulremen6 WlUr the MEWIONW IN SCHEDULE NOTES ONLY. , IN IDR ZONE G NOTE:2FOR PANEL FIELD p 4a&lIYg0 aap'fpF�nufagRirtii,inelfudWp.' aggipPlen(aupPlMr Ir. , M OR/MON�4^OG Sd COMMON�12'O,C. SEE NOTE�3 ' 3),IN tubes 11N■Alnp r§gJhaXleMe oreboredon Wallbhlalhin8 l ' r ht . '4elhLgim Wails IQ have 1l2 (11 ,m41°Wf{kf ptopl_i pjgr)r+k,Garaq§� 41S and ,nl n�' �°°!0R(b ' q pidlaj^9YFd�F+uiu.antl wnmgxp(hg'Genirul ORQJKSygna(*ip'affRl}►lid'adBe.pwaN lhaaihllrpNQ ME C a};yyhlpoa soh 4a 1 r radar Mdaaayq IItM' G'” pR" rPill,jpn3lgSrr Papp i1p oM67n , par 'I an q IrlS A4 plh0 §ids U6puYtllrp hig THESE NOTES ARE ONLY TO,SIEREFERRED To 1F MENTIONED IN SCHEDULE NOTES ONLY. . - Yp .• ..'Re9 omaint�pdn pap[ h copM.lha tldge tan elmPhmehl ribssBeYlrock:M pJbhAlA �: - ►eft-y w ahapF AaJI to forslrucWrel : ' M3TSS: ! " d 1).Faw®IlnheMhlrg wmip4Rd of the Ifoa reWlamems'sheR It ,d2f,111 F,OuaT(IlpsPgdrl ss.taM4Y2 aNMhq ipd(aIfI�Ai4,i MJpb'AWaI 4ulial 11.All al bLe IYarr j�apl ltl "Idacme baulant, t':I� �Aa.pad1pr 'Flrlrmt arallrop■PdHdwlW�,a:FbeFkpl'Tr�ba'updaiwrl 'bpEetiM -- dFern J!P sada ovor. 2) w7iAq well(d1saM�i9(p adalkwae;over oppnemsd hendn9 YrNrera wNr 21 All dpOMdenwdkUYdLb►IM!PMdatl hue gUlM,IidUdgbrWdlsr. 71 Ta4!+FI 124duq.ce rws d alwmel shamming eU■Grstlmwp m . m§ngraitpm-IeWlAkd pi§riEbr 6/ne�lt shill be pymllled (ia9.4a.Pra�BpMi9 members wph G42cGe.lhaedl al�dnga a1g96tlmtludgft9Blarraoe 4C�a� At9 ( Y '".a1W WOod.ln cpnpU WAIT 691 relMgled.$B,phgN:m 31 In Smaka tO Wpd1FW lot•iBtl f(iY.Rar;Tpe1. f al q'Eq Y odm ell[ plkq Jlhdi✓dp-( jlq; Ig ? g � 1 {OUylr?Ul.ac RerAAgign R847 A . - 0 a107Pvaxj Me ' of N,;.B.RCdddWtCan 34 Farpd6dgrrMdYd4N,90MZWboxndkll"bePanNgedtobesubdi diortfajmnansle A.W$cy�r yNrq�, 22339 .40 p T 24'-2 3/8" 26'_0" ---------------------1 i---------------- ___------------------ 20'-4 1/2" B ,4" GONGALAW 0 DOORS m 6 X 6 10 4'-6 3/8" 1 oJ2rz0Z bbF�// P_q /g" PITCH TO DOORS v I 1 I I =a d • OF b �� O 0 w I I � -� GIRDER B GGA b r a DECK ABOVE p�_Q ✓� `0 10" DIA SONOTUBE Q GONG PIERS (TTP) N V d k7 O ------ 1 -------------------------------J -- 1 ---J b ---------------------------- r--------------- 1 r-- - FH , r 11 II I I I I I I 1 1 5-4" 4'-4'j UNEXCAVATED GONG 5LA13 ABOVE ° a I I I I I OLD 5ARA6E AREA ABOVE t�D '� • I I I I I I I I I I I I I I 1 1 I I I 1 1 --------- F.A. VENT --_---__---J L--- IL-J-- L----------J --------------- -------------r I ry — \ POCKET FOR 11 \\ O 1 GIRDER ep O PURN -r i N V m 9 1/2"GPI 40 JOISTS 16" O.G. O ¢ I- N � 12" DIA SONOIUBE T� i � `4 I GONG FIER5 (TYP) _ _ I l m x z d _ 1 3 v x z U U 16" X 8" GONG BL 0 I PIER ON 30" X 30" GONG FTG. (T F) C I \ V N XW x D i s I iv ry I 1 9a l I I Fn V- � 1 p EX15TIN6 BASEMENT 1 I m 2" X 8" - 161, G. GGA D.J. CRA r W5 O' 2' X 10" - 16" O.G F.J_ 2" X 10" - 16" OC. F.J. 2RAS I BELOW BOTTOM OF - i � FLOOR JOISTS � � - � II I - 1 �1--I m i I I (3) 2" xio' � I I L �I� JUN2320 GIRDER 23 -_-. ' , m a I I I 10'-i 5/951 IL--------------- -------- ------J --------- ----------I I I I I I I I I I I �o I � ##Z� .�. sc a o _• tyy ,. 11LET J ----- —L—_---- --_---J T0 -- — Y N �r DRYWELL WATER LINE O p/� eon I I I I �- or x. L ---- ------------------------------------------------� NEW B5MT ENTRANCE Qn 81'-3 5/I6" 42'1 3/8" 26-0"' \J V 0 18' I o I / I I I zs'-s" 1 20'-41/2° \ -1 i orin py � � U GARAGE Q O i l� e4ev 8'-8" 11'-8 1/2" 1 \ O 0 4" GONG SLAB W/ / 1 \ bXb 10/10 WWM l iv 1 \ / d) N �v XIO o >Z LINE OF ROOF OVERHANG � (2) 2' X 4" X 4" Po5T9 (TYP) zz O b I g lry�ry \o„ 5/8" FIRE RATED ad GYP WALL BD ON HOUSE I F b — - - COMMON WALL AND GLC. A 3'-O" HIGH RA LING W/ Q (2) 9 I/2" MIGROLAM OVER 3'-O" \ 7q BALABTER5 (l YF) FIRE RATED Oo X / SELF CLOSING \ O N d N w d DECK R r_._____ 5/4" X b" CEDAR DECKING bb V b REM FWG60611R O EXIST / e'-0" (✓ '306 \ !� b WINDOW b \ q (2) 2" X 10" HDR 28310 LINE OF ROOF OVERHANG y 111-213'-10 5'-6" 13'-10 I/2" b'-O" m 6'-O" EXIST (V \ EXIST STUDY I BEDROOM q in N 5KYLITE N 4 iv o 0 EXISTING STAIR 2668 V HALL rybb (2) 3068 BI FOLD m N r-- -------------------_—___J 3'-23/8" 4-61/ " 4'1 l/8" _ V2" _ l'-61/2" I 1 I � ro ry I I � rN o� 1 4r 21'-5 I/8" 9'-5 5/16" 13'_9" 4'_O° 1b'I 77 �N O Yz SOFFITE � N 3 zillDECKN5/4" X 6" CEDAR DEGKINGm1 O KITCHENQ 1n . cQrvOXEX15TIN6 x �m NO LIMNS ROOM N W 1 X (4) 1 3/4" X 16" MICROLAM cV ry F f(l 0 O m \ OR 8 3/4" X 16 1/2" GLULAMI Ill RIDGE (4) 2" X 4" I O ll N -Or' POSTSLL to V (3) 2" X g"" 4" X 6" n/ N POSTS Y POST lL / II (TYP) FAMILY ROOM y ,p CATHEDRAL GLS ry EX 5T N6 117— DINING g x X V 3'-O" HIGH HANDRAIL AND X 1 m m1 BALASTERS � N � �� N ml I 2) 2" X 10' mEXI NEW (2) TW28410 L________ __ _____ _________ 1 I 4'1 4--o" 4 ON DN 0 BEDROOM _ m r7'_O" X m 12" FLU5H WY RADE - BE R oM 5 `yk INS _ N Igo 1 I EXIS I I EXISTING EXI5TIN5 EXI5TIN6 --____--____ r� _______________ ______-______--____� AaD 110� x LL o vy Q d �yy A r 4 1/2t d 1 � 41/2t mZ C�/ a ZO b bx �s EXIST TO REMAIN d w El ❑ El ❑ ❑ ■ ■ 1 � q Ll El I b EXIST TO REMAIN b FIN IST FL EXISTING d � S T SOUTH ELEVATION a � Q Q N 11 m - U) I ly �Y SKYLITEO v w 0m • � r GRIGKET BEYOND � _1-- R *0 12 FIN CUB V 41/2t 0 T _I m FWi- 110 V- rU V NEW TW2856 oHzan FNT- 110 o�e1T NEW TW2556 (K FP11 ® ■ ® rE ® FWH 136115 // FWH6 VII APLR \ FWH 136 E: 115 \\ EXIST TG REMAIN \ / \ / EXIST To REMAIN VIN 15T FL \ / LJ NORTH ELEVATI ON o•� `W SCy a , �ItA 02233Q ��¢ a x 0 d 12 4 1/21 YJd A or � b > z ll mZ V Z O 1I W p =Q d EXISTING EXISTING EXISTING ❑ N OQ [� xV� N W N-EN-723 TW25410 ® ® q v FIN 15T FL —____ --------------------------------- HEST _---___—__—___--__---___—___--__WEST ELEVATION ss o � d 4 N U m D- ly m — d) 3 X z 1 W m 12 4I/2t ~ T- lll - 1 � m D NEW ROOF IF'=M Ih IN WNEN I WGb0b11 I I I I I I v FIN 15T FL -------------------------- F=:F �. I I I I I I I I II I I I I I I I I I LJ LJ LJ EAST ELEVATION D An �WSCyy4. r �,t ',Syr J21934 �°l g � x (3) 1 3/4" X 14 MIGROLAM" RIDGE n d o CONT RIDGE VENT 2" X 6" - 16"O.G. GJ6 JT5 SHINGLES TO MATCH EX15T 1/2" PLYWOOD ROOF DECK 30# BUILDING PAPER SHINGLES TO MATCH EX15T 12 2" X 10" - 16" O.G. R R. 1/2" PLYWOOD POOP DECK Q 4 1/2t 30# BUILDIN6 PAPER Z. X 10" . W. O.G. R.R. FACIA AND SOFFIT q To MATCH EXISTING R-38 INSULATION l7 n- CONT SOFFIT VENT—� Q 2" X 6" X 16" O.G. WALL STUDS a ry ❑ C HOUSE WRAP q 1/2" GYP WALL BD ON WALLS d OILS. 1/2" - I/2" GDX PLYWOOD SHEATHING (2) GOATS OF PAINT Q SIDING TO MATCH EXISTING A (3) GOATS OF SPACKLE Q > LIVINS O �y > R-21 INSULATION 2" X 6" CONT CGA r m Z V� SILL PLATE Z O q E E: ALUM TERMITE FLASHING w� d =a b v �., 11 -11b" EN61 RED R-38 IN ATI O N b 11- 015T5 - O.G. F.J. O Q d C?-Awv sPAc6 P 5 ;;;;!!;; :!:'MENT b 4" GONG SLAB W/ 6X6 10/10 HWM b d r , 8" P.G. WALL ON b Ib" X 8" GONG FTC, W/ (2) #5 REBAR AND 2" X 4" CONT KEYWAY aD 5EGT 1 ON �pD o � d EXISTING ROOF STRUCTURE d EXIST (2) 2" X 10" RIDGE N Q SHINGLES TO MATCH EX15T it) 1/2" PLYWOOD ROOF DECK _ SHINGLES TO MATCH EXIST 30# BUILDING PAPER 12 n/ OL ly 2 X 8" - 16" 0 G. R.R. 4 1/2 IL 1/2" PLYWOOD ROOF DECK Q (� - Ul 30# BUILDING PAPER 2' X 8" - 16" OC, RR. 3 X z I 2" X 8" - I6" O.G. G.J. FACIA AND SOFFIT - TO MATCH EXISTING O O F EX157 KITCHEN jFHO-16,0161JR (2) 1 3/4" X 9 1/2 MIGROLAM V 2" X 4" STRON6BAGK _ REMOVE REMOVE EXIST EXIST I6 Or IU- (f1 NEW 8'-0" OPNO. WINDOWS WINDOWS 4" X 4" POST �O rXI 2" X 4" X 16" O,G. HALL STUDS ,, \ STUDY TYVEK HOUSE WRAP V REF 5/4" X 6" CEDAR DECKING NEW GARAGE SDING TO MATGGDX OH EXIST N61N6 D SHE DINING AREA 2" X 8" - 16" OG, GGA D.J. EXISTBFD zoo M CABINETS (2) 2" X 10" GGA GIRDER lY d _ FIN FL OF HOUSE 2" X b" CONT GGA Q -- ------------------------ SILL PLATE 4" GONG SLAB W/ 5/8" DIA A. BOLT-4' OG. 6X6 10/10 HWM ALUM TERMITE FLA5HIN6 EXIST 2" X lo" - 16" O.G. F.J. EX15T EXI5TINC, BA5EMFNINT I R z 55MT 8" P.O. HALL ON Q m S d' DOOR 16" X 8' GONG FT& W/ (2) #5 REBAR NEW 135MT FL BEYOND AND 2" X 4" GONT KEYWAY EXIST B5MT FIN FL EX15T 12" DIA 50NOTUBP GONG PIER (TYP) STAIR SEGT ON fiv 5 E G T 1 0 N fav soy�ya� N �Y, `1i.T 'f122�34 .to li GJ �I o FRAMING NOTE5 I. All framing lumber shall be grade stamped DOUGLAS FIR- Larch structural grade no. 2 or better. 2. All sheathing to be APA rated, exposure I, 5/8" min, thickness. 3. All subflooringto be APA rated, SIURD-I-FLOOR, exposure I, T Q 6 3/4"min. thickness. All edges of plywoodto be set on solid blocking. Glue and nail all sheets. 4. All headers 6-O" and over shall be supported with double uprights, 9'-0" and over with triple uprights.All headers shall be a min. of 2-2" x 8" or as shown on drawing. s- b 5. Solid blocking shall be provided for all Joists and floor beams P €� as per N.Y.S. code or as noted a 8'-0" o.c. min. Provide 2" v ka space for air circulation In roof. ty21 6. Double framing around all openings (SKYLIOHT5, STAIRS ETCJ r or as noted on drawings. 121 .47. All flush wood connections shall be fastened with rated galvanized metal connectors by "TECO" or approved equal. P 9 8. All flush wood connections shall be fastened with rated galvanized q metal connectors by "TECO" or approved equal. A 9. Nall Ing schedules shall be as per the N.Y.S. Building Code as a q o r z minimum. All 2" x 6" studs shall receive 5-I0D nails at sill and plate. All exterior nails shall be galvanized. q J Z 10. Plywood sheathing to be nalled with 8 D ® 4" o.c. exterior M z edges and 6 D a 12" O.C. Intermediate. '✓�2 @ 11. All Interior and exterior finishes, flashing and waterproofing shall P y d @ be by Architect. q w 12. All roof rafters shall be attached to the plate and stud with x a galvanized hurricane type connectors by "TECO" or approved b I-M �, Q equal. For timber pile foundations, provide hurricane clips at all =F- ® r9 perimeter Joists to girder connections. :10 ® Pah ------------------- 13. All pre- engineered lumber shall be TRU5 -1015T MACMILLAN series vv_p Vt w S Wood-I-Beams and LVL products or equal. All Joists, girders and headers shall have bearing stiffeners Installed as per manufacturers a recommendations. Had stiffeners shall be required at all load and bearingpoints at a minimum. A single 1 3/4" LVL rim Joists shall be d required of floor perimeters. Handling, storage and erection of b �, components shall be as per manufacturers recommendations. 14. Provide solid blocking for bearing of all beams and posts. b RIDGE Iz RESIDENTIAL GENERAL NOTE5 d E. � 1. All work shall be as the requirements of NY.S. q b I Building Code. when building In other Jurlstrictlons, variations or adjustments may be required, verify any such requirements with the local code. ------------- 2. These plans to be used In conjunction with the outline Specs NIRIG ET when provided. -- -=- ---------�_�------ 3. Assumed 5oll Bearing Capacity: 2 tons/Sq.ft. - rr-- v-�r---- 4. Concrete to be plain, unreinforced, 3000 Ib - 28 day test. �, 6 5. All footings to rest on virgin, undisturbed soli. �7i 11 6. All lumber to be Hem. Fir No. 2 1150 P5.1. unless noted on o a I X I \yt� I I I j L� I I pa'ns. 7 _ _• T� LIVE PDQ. DEFLECT LIMIT - III 151; FI 40 LB. 10 LB. 1-/360 I- I ly 2nd FI (sleep Area) 30 LB. 10 LB. L/360 Attic (Non Storage) 10 LB. 5 LB. L/360 0 Roof 30 1-15. snow 15 LB. 1-/360 1 ==Z--- Gelling beams may have to be Increased for storage attics and 1 `n r II �TI-rFiP u 1 11 1 rafters Increased for higher snow loads. I I I I I F -1 8. Electrical work to conform to the National Electric Code, New 11U11.}� York State Energy Gode, dated March, 1991, and any applicable -- ii TL-- local codes. 9. Provide smoke detectors as per code I I 10. All headers to be (2) 2" x 8" unless noted otherwise. X II, Double 1oor joists under parallel partitions �l II 12. Indoor all temp. shall be max 72• for heated and min 78• for cooling, based on table 2-1 In the New York 5tate Energy Code 1 II dated March 11991. o RIDGE 1 II II 13. All exposed water piping and/or heating ducts to be Insulated as per Sec. 7813 of New York State Energy Code dated March I. RIDGE 1991. N Z j� 1 14. All construction Is to be In accordance with prevailing codes N II II and standards to u� 15. All windows to be thermal Insulated glass. CY OL to 16. The Architect assumes no responsibility for the construction means, ffl = 1 II methods, techniques, sequences, or procedures, or for safety precautions m and pro55rams In connection with the work. There are no warranties, nor any Manchantlblllty of fitness for a specific use expressed of Implied In the use of then pians. 3 X Z / l4. Contractor to verify all dimenlons before starting - L-__---JJ--_-___-_-J _ L- , construction. Do not scale drawings. Follow dimensions only. r---------------------71 9 y l0 m L------------- ARP r aJ O 1 I I II II � U V I I I I jj II 11 ------------------------ II 1 I NEW ROOF PLAN EX I STI NO FLOOR PLAN H1 TH 5GALE, = I/8" = P-O" NEW FLOOR PLAN SHADED 5GALE. = 1/8" P-O" sj IN SC �a H Qi �� ��q 1122334