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Home My WebLink About29461-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31294 Date: 11/21/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 620 LAKE DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 1 Lot 22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 12, 2003 pursuant to which Building Permit No. 29461-Z dated JUNE 6, 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5293 DATED 5/1/03 . The certificate is issued to RICHARD A BIRD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1193685 06/23/05 PLUMBERS CERTIFICATION DATED 11/10/05 RICHARD BIRD tho zed Signature Rev. 1/81 Form No.6 V � 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT 03 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application mist 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 n Date. New Construction: Old or Pre-existing Building: _ _�(check one) ' _ ✓' t d Location of Property: g a,O RILL S O House No. 1_•- ' Street Hamlet Owner or Owners of Property: T/ C %4 Suffolk County Tax Map No 1000, Section! Block Lot Subdivision Filed Map. Q Lot: Permit 3o. —Date of Permit. - _ - Applicant:_ Health Dept. Approval:__ Nh - - Underwriters Approval: -- Planning Board Approval: /tJ1i Request for: Temporary yCCertificate Final Certificate: � (check one) Fee Submitted: $ I Applicant Signature C6� 31) 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. 29461 Z Date JUNE 6, 2003 Permission is hereby granted to: RICHARD A BIRD 620 LAKE DR SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA at premises located at 620 LAKE DR SOUTHOLD County Tax Map No. 473889 Section 059 Block 0001 Lot No. 022 pursuant to application dated MAY 12 , 2003 and approved by the Building Inspector to expire on DECEMBER 6, 2004 . Fee $ 202 . 80 ut VSignature ORIGINAL Rev. 5/8/02 rul C.I�LTLI7 r3 rQ3PLrL3rI:P [� C.I7 Gn[.I� LnC.nKID& 0° 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE " ' 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 c5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 RICHARD BIRD RICHARD BIRD 5 c5 620 LAKE DRIVE 620 LAKE DRIVE SOUTHOLD, NY 11971 SOUTHOLD, NY 11971 5 Located at 620 LAKE DRIVE SOUTHOLD, NY 11971 5 5 Application Number: 1193685 Certificate Number: 1193685 5 Section: Block: Lot: Building Permit: BDC: ns11 5 J 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of C electrical devices and wiring, described below, located in/on the premises at: S 5 Second Floor,2nd floor addition,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 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 23rd Day of June,2005, 5 Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment 5 5 Sensor 1 0 Smoke rrr+++ Wiring and Devices Outlet 6 0 Fixture 5 5 Fixture 6 0 Incandescent 5 Outlet 18 0 General Purpose 5 5 C5 Receptacle 10 0 General Purpose C5 Switch 11 0 General Purpose S5 Paddle Fan 2 0 5 Receptacle 1 0 GFCI 5 5 5 5 5 seal �7 I of 1 c 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 5 o v Go Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�ol 0� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /63Vo Building Permit No. 0 [ ! Owner: /C1A* l Af'kA (lease print) Plumber: A1'C_L 'a '&A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of V1 20 ®� Notary Public, County i:. PATRICIACORMN i Notary Public,Stated NOWYork No.O1C05017852 r .V r Qualified in Suffolk County 11 y Commission Excires Sept.13,_20 i APPEALS BOARD MEMBERS �gOFFO(,�c Southold Town Hall Lydia A. Tortora, Chairwoman ~ 'Y � 53095 Main Road Gerard P. Goehringer Z P.O. Box 1179 George Horning O . Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax (631) 765-9064 Vincent Orlando �l �a Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD 8:Sv �n FINDINGS, DELIBERATIONS AND DETERMINATION MAY 1 3 2003 MEETING OF MAY 1, 2003 Appl. No. 5293 — RICHARD BIRD. Sown Clerk Property Location: 620 Lake Drive, Southold; Parcel 1000-59-1-22. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 1,170.70 sq. ft. parcel has a frontage of 107.24 feet along Lake Drive, a lot depth of 144.83 feet along the west side line and 158.59 feet along the east side line. The property is improved with a one-story frame house with garage as shown on the November 3, 2000 survey prepared by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Department's December 23, 2002 Notice of Disapproval, citing Section 100-2448 in its denial of a building permit to construct a second-story addition. The reason stated in the denial is that the dwelling will be less than 35 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 17, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a second story addition at 27.1 feet from the front property line at its closest point, maintaining the existing setback of the existing one-story dwelling shown on the survey prepared by Joseph A. Ingegno, L.S. dated November 3, 2000. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's house is one of the only single-story houses among the larger two-story houses in the neighborhood along Lake Drive. The existing front yard setback at 27.1 ft. and the side yard setbacks of 11.7 and 15.1 will all remain the same. The front setback to the deck, which was not Page 2-May 1, 2003 Appl. No. 5293- Richard Bird 59-1-22 at Southold noted on the Building Department's Notice of Disapproval, will also remain the same at 19.1 feet. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant wishes to expand due to growing family needs and due to the established decking, patios and landscaped areas surrounding the house. It is not unreasonable for an owner to utilize the existing footprint of the house for a second-story addition. 3. The relief requested is substantial and represents a 15'11" reduction in the current 35 ft. code requirement. 4. The difficulty was self-created when the applicant chose to enlarge the existing house for the family's needs. 5. No evidence has been submitted to suggest that the proposed additions will have an adverse impact on physical or environmental conditions in the neighborhood. With the proposed construction staying within the original setbacks, utilizing the same footprint, the new construction will not require any further site clearing or excavating. 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-story addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Goehringer, and duly carried, to GRANT the Variance as applied for and shown on the plan prepared for applicant and the November 3, 2000 survey prepared by Joseph A. Ingegno, L.S. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, and Orlando. (Absent were Members Oliva and Horning.) This Resolution was duly adopted (3-0). Lydia A. ora, Chm airwoan—Approved for Filing 5/ /All /0� �! mol 765-1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & 1CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` � ® ® INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` LY DATE �L INSPECTOR �^-� f Z� �,OF sotm 6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION R ARKS: �Lm—&-t- c4— /I.J�Lr�i f��l�� Ct1 i�ii.� � t f i.✓� DATE �� s INSPECTOR qf SOI/Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH BG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 11 / DS INSPECTOR //L FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 23, 2002 AMENDMENT: April 17, 2003 TO: Richard Bird 620 Lake Drive Southold, NY 11971 Please take notice that your application dated December 20, 2002 For permit to construct addition and alterations to an existing single family dwelling at Location of property 620 Lake Drive, Southold, NY County Tax Map No. 1000 - Section 59 Block 1 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to this non-conformingbuilding,uilding, on a non-conforming 15,171 square foot lot in the R-40 District, is not permitted pursuant to Article XXVI, Section 100-244,which states that non-conforming lots measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet. The existing single-family dwelling is noted as being 27 feet from the front yard line, which will be maintained following the construction of the addition. In addition, the proposed construction is not permitted pursuant to Article III A, Section 100-30 A.3, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein in full." Bulk Schedule allows a maximum of 2 '/2 stories. The proposed construction constitutes a third story. Total lot coverage. follo a ro osed construction is+/- 18 percent. th 'ze Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. 1 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\bird2.cck TITLE:bird COUNTY:Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric �pF NEW Y P e r)EE O DATE:02/24/04 DATE OF PLANS:2/18/2004 „PROJECT INFORMATION: 2nd floor addition J COMPLIANCE:Passes q Maximum UA= 133 Your Home= 103 22.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 597 22.0 0.0 27 Skylight 1: Wood Frame,Double Pane with Low-E 14 0.290 4 Wall 1:Wood Frame, 16"o.c. 896 19.0 0.0 50 Window 1:Wood Frame,Double Pane with Low-E 4 0.290 1 Window 2: Wood Frame,Double Pane with Low-E 21 0.340 7 Window 3: Wood Frame,Double Pane with Low-E 6 0.340 2 Window 4:Wood Frame,Double Pane with Low-E 35 0.340 12 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and profession ' nen s's i plans or specifications are in compliance with this Code. gn 2-2y_ Oy Builder/Desi er Date ( ] 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: [ ] 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 I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must he insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Fxeeption:Continuously welded and locking type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions. [ J Cooling ducts with exterior insulation must be covered with a vapor retarder. [ j 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 temperature set point of the largest zone. I Electric Systems: [ 1 I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. ( J I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ J Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ J I All heated swimming pools must have an on/off heater switch and require a cover unless over 200/a of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ J I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Cbcu/afing Hot Water Plpea. Insulation Thickness in Inches by P(pe Sizes Heated Water Non-Circulatine Runouts Circulating Mains and Runouts Temperature(Fl Up to 1„ Un 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 MVA CP*res Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Duly) MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE:02/24/04 TITLE: bird Bldg. Dept. I Use I Ceilings: ( j I 1. Ceiling 1:Cathedral Ceiling(no attic),R-22.0 cavity insulation Comments: I Above-Grade Walls: [ j I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? ( ] Yes[ ]No Comments: [ ] I 2. Window 2: Wood Frame,Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] ( 3. Window 3: Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] I 4. Window 4:Wood Frame,Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Skylights: [ ] 1. Skylight 1: Wood Frame,Double Pane with Low-E,U-factor: 0.290 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Air Leakage: [ j 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: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. MAD.INSPECTIONR$PORT DATE CohmumS 9 FOUNDATION(1ST) 3 . � ae C FOUNDATION(2ND) ry z _ O ROUGH FRANMNG& PLUMBING H 7INSULATION PER N.Y. ERGY CODE FINAL ADDMONAL CPIPO c L i O Z. m M N g� Y H O x t � 0 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. o� Check Septic Form N.Y.S.D.E.C. Trustees Examined �' 0 3 Contact: ,,pp // Approved l 6 20__ Mail to: /1/Ck?Rcl $ /R cl Disapproved c Z 0 [aka /,UI' .Som IA'- Phone: -1/63 O Expiration i-.-f 0 6 1 R n n r4ilpector n 2 tl —#PLICATION FOR BUILDING PERMIT L 7L-1 � U 20b�— _:"� Date�C - - 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. (Signature of applicant or time,if a corporation) Gz o Z,aAf /fie 5o�74.A ^a (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder © tiff Name of owner of premises 9 1C kAd E t,R (lJ j k�-Z4( k S ) ,f (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 6Z 4A Ac OR/ ,,g So � -14 o /of House Number Street Hamlet rt �� County Tax Map No. 1000 Section -59 Block O / :'vM 'Lot Subdivision Filed Map NO. r (Name) E M 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy RLr 3A/f v oc b. Intended use and occupancy. Ai S,-Vivo n 3. Nature of work(check which applicable): New Building Addition��A teration Repair Removal Demolition Other Work (Description) 4. Estimated Cost JrC� �Or7 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 3 o Name of Former Owner CT+iu OYES E 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES A/'NO SEdl' K 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES_NO-4tfol�- 14. Names of Owner of premises/ ,Wcl Z/;TJ Address 6z o taAh AO,� Phone No.763- YO 0 Name of Architect Address/A4i N Rd 6-iPyFF Phone No'j99-o yo o 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 REQUIRED. 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. 6.v Fitt 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 r� ) AC.t/Igj 13/R � being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before ine this c;LO day of C� 0 Notary Pd&ic Signature of Applicant ELIZABETH A STATHIS NOTARY PUBLIC,State of NewYotk No.07 ST6008173,Suffolk Ct�y �. Term Expires Jurre 8,2051 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 23, 2002 TO: Richard Bird 620 Lake Drive Southold,NY 11971 Please take notice that your application dated December 20, 2002 For permit for a second story addition to an existing non-conforming single family dwelling at Location of property: 620 Lake Drive, Southold,NY County Tax Map No. 1000 - Section 59 Block 1 Lot 22 Is returned herewith and disapproved on the following grounds: The second story addition to this non-conforming building, on a non-conforming 15,171 square foot lot in the R-40 District, is not permitted pursuant to Article XXVI, Section 100-244, which states that non- conforming lots, measuring less than 20,000 square feet in total size,require a minimum front yard setback of 35 feet. The existin., single family dwelling is noted as being 27 feet from the front yard line, which be maintained following construction of the second story addition. Total lot coverage will be maintained at 17 percent. aAutho"-ZSi ::::'.-- Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 5'/%5103 APPLICANT: '� � « DATE SUBMITTED: ,5'/x/03 SCTM# DISTRICT: 1,000, SECTION: 7 , BLOCK: / , LOT:01r_� SUBDIVISION: ADDRESS:620 L4`/ CITY: �D ZONING DISTRICT-/g-yd CONFORMING? /W BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z/ C/0 Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED ,Vo 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 7/1/8 REQ. LOT SIZE: 4o C ACT. LOT SIZE:/ REQ. LOT COV. �0, ,, ACT. LOT COV. REQ. FRONT PROP. FRONT ./ < REQ SIDE rolg ACT. SIDE REQ. REARPROP. REAR REQ. EIGHT PROP. HEIGHT PROJECT DESCRIPTION ,,: ,, !„�,y \ ESTIMATED PROJECT COST: �ARCHITECTM z- ��', FAST TRACK lu 0 WATER FRONT? /Vo DESCRIPTION: PANEL #: FLOOD ZONE: , COMPLIANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orr , (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o(E) nr_e' . e_/3 S NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or IM SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROV2,31(2Dor NOS?7. / s, /�F A 3 TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES oM NEW YORK STATE CODE COMPLIANCE (SEE PAGE ES NO NOTES: VOIDS (Vff X111T FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: a&5— _SFA�E�z?2 INIT OTHER TOTAL TOTAL: 10 o?ASF FEE FEE FEE 0 1SF)— (ASF)=/Z6 SF X $ J6 $ +$ 15 D +$ _ $ c2OD . 2. ( SF)- ( SF)= SFX $ _$ +$ +$ _ $ 3. ( SF)- ( SF)= SFX$ _$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: gealcu�� HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED RIFT FULL FRAMING DESIGN ELEMENTS: HEADER /N WALL STUDS�� GIRDERSON CEILING JOIST /N FLOOR JOIST ----ROOF RAFTE - LUMBER SPECIES AND GR�/N DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE- MISSLE TEST REQUIREMENT EGRESS, LIG T, VENT: Y/N LOAD PATHS: ROOF TO FOUNDATION ) NAILING/CONSTRUCTION SCHEDULI!°?, MEANS OF EGRESS 04N PLUMBING RISER DIAGRAM-/N LOCATION OF FIRE PROTECTION EQUIPMENT /N TRUSS DESIGN: Y/N CERTIFICATION:/Y/N ENERGY C CS°: Y TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECK LIST . DATE REVIEWED: IS / /03 APPLICANT: ao _ , � DATE SUBMITTED:_a/,2__/03 SCTM# DISTRICT: 1,000, SECTION: 'mac , BLOCK: 1 , LOT: as SUBDIVISION: ADDRESS:4�2b v , CITY:(�_pcun4o,p, ZONING DISTRICT: CONFORMING? A)b BUILDING PERMITS OPEN/EXPIRED: BP66� 1+- -Z/C/0 Z-J IoZ , INFO pin /BP dl I y-+ -Z/C/0 Z-`0{4ife-� , INFO BP -Z/ C/0 Z- , INFO ./BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z/C/o Z- , SINGLE & SEPARATE CERTIFICATION-REQUIF2ED mo 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 7/1/8 REQ. LOT SIZE: -A-)0,0-0 ACT. LOT SIZE: 15,1-41 REQ. LOT COV. noel% ACT. LOT COV. C4M REQ. FRONT_ 35 PROP. FRONT*a-) REQ SIDE i o ja s ACT. SIDE REQ. REAR 35- PROP. REAR `L 19.1 ' - u,�+k REQ. HEIGHT PROP. HEIGHT �(oY_ 'PZQ__ Z3A de,0(_- o k 2-e-N PROJECT DESCRIPTION:�P«rvS Q ,r , ESTIMATED PROJECT COST: SOL ARCHITECT/EN EER:--t zz FAST TRACK 110 WATER FRONT? Ivo DESCRIPTION: PANEL #: FLOOD ZONE: , COMPLIANCE: r APPROVALS REQUIRED SUFFOLK COUNTY HEALTH.DEPT: YES or EQ, (BED #): DTE: / / PERMI.T#: TOWN SEPTIC RECEIPT: Y or L9 NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or 390 SOUTHOLD TOWN TRUSTEES: YES or QD TOWN ZONING BOARD APPROVAL: M or NO*52n-, m. TOWN PLAN. BOARD APPROVAL: YES or I0:Y> TOWN HISTORICAL PRE (SPLIA): YES or GD NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): or NO NOTES: Pac��nzr� �a 6e a'irJ s^21a�,D,e(? c I� no � ��ec bea fpo(YN Iv�C _ c2-3 by As ? FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: ' SF SECOND FLOOR: p SF OTHER: gyp SF INIT OTHER TOTAL TOTAL: W SF FEE FEE FEE 0 1. I( ?I SF)- ( g6't SF)- I SFX $ =$ +$ +$ = $ Mo 2. ( SF)- ( SF)= SFX $ _$ +$ +$ = $ 3. ( SF)- ( SF)= SFX $ _$ +$ +$ =$ 1 FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: R3 HEIGHT/FIRE AREA: u" ZO o s� TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P RZ we FULL FRAMING DESIGN ELEMENTS: - HEADERS: NI/N WALL STUDS:Y/N GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: cY/N DESIGN LOAD CALCULATIONS: Y/N ,/ SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:O/N EGRESS, LIGHT, VENT:&/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: WIN MEANS OF EGRESS: @/N PLUMBING RISER DIAGRAM VN LOCATION OF FIRE PROTECTION EQUIPMENT: /N TRUSS DESIGN: Y/N CERTIFICATION: Y/N rj ENERGY CALCS: Y-UN I°7, sur TOTAL COMPLIENCE?('/N(RETURN TO PAGE ONE) Permit Number MECcheck Compliance Report Checked By/Date New Fork State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\bird.cck TITLE:Bird Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric r ' DATE:04/15/03 DATE OF PLANS: 3/13/03 , PROJECT INFORMATION: �® addition Southold COMPLIANCE:Passes Maximum UA=209 Your Home=207 1.0%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 1361 30.0 0.0 48 Wall 1:Wood Frame, 16"o.c. 1324 19.0 0.0 64 Window 1: Wood Frame,Double Pane with Low-E 8 0.280 2 Window 2:Wood Frame,Double Pane with Low-E 12 0.290 3 Window 3:Wood Frame,Double Pane with Low-E 4 0.340 1 Window 4:Wood Frame,Double Pane with Low-E 63 0.340 21 Window 5:Wood Frame,Double Pane with Low-E 68 0.300 20 Door 1: Glass 97 0.490 48 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date 1 S ®3 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:04/15/03 TITLE:Bird Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: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: [ ] 2. Window 2:Wood Frame,Double Pane with Low-E,U factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame,Double Pane with Low-E,U factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window 4:Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Window 5:Wood Frame,Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor:0.490 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: 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: [ ] J Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R values 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. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections,must be securely fastened with welds,gaskets,mastics (adhesives),ihastic-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/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. fool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55°F must be insulated to the levels in Table 2. 0 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) Uyp to 1„ Un to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) j TOWN OF SOUT OLD PROPERTY RECORD CAR® fr, OWNER STREET VILLAGE DIST. SUB. LOT -.�.F'r/v��/ �/ •-+' � � F4' `arL.. /LY' ,�'�`1`�r�f ��•„s•C.,r-.,-„"" �� f�f� FORME OWNER � � �°�� E ACR. r1D1/P�� f Y r a G( U LS'e Y C)L4(as , 3 7 S W TYPE OF BUILDING / •.art'OgN N d3 R.,q a Q P Q RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value NEu, 7JE�5� E77-G. LAND IMP. TOTAL 'DATE REMARKS 496 .� a. a 9' o o �- , Wit. n ,r 7s� �5�0-c� V/ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per: Value Acre Tillable _ FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH e House Plot - BULKHEAD Totn = DOCK COLOR '� C, . TRIM w P , -" 10 I �+.fi� '..9.t� 1x.�${w 4 IW'.® ® III'�^ i'^"E-�...�• y — J:n, r i. a �s� V .: is __�+ � __._ �___ •a•R'Fe�R11MA111111��Y'�3� �sa.4:.-� _ I ` A. Bldg. xtension xtension I xtension Foundation Bath Dinette arch.'—':' Basement � r � „7 Floors - K. I arch Ext. Walls 5,4ofr� Interior Finish « LR. c 6 7— ,Fire Place Heat DR. A garage Type Roof Rooms 1st Floor BR. atio ' Recreation Room Rooms 2nd Floor FIN. B B. Dormer Driveway : 'otal j s SURVEY OF PROPERTY ��o•, pC SITUATED AT sooF apo _ d SOUTHOLD yob - s c) TOWN OF SOUTHOLD Q 1�1 60" �4 k � �tr, � F LK COUNTY, NEW YORK C p 2A' c�f�J� ® po � ao• � �� C. TAX No. 1000-59-01 -22 4p' j h"�y �,+ ��0'C) SCALE 1"=20' NOVEMBER 3, 2000 yyp AREA = 15,170.70 sq. ft. ^ \ 0.348 cc. 'Jy /} / oa l W W W 1T� N 10 b% ` h CERTIFIED T0: a gv. X RICHARD BIRD DEBORAH GEURTZE DELITY ATONAL TITLE INSURANC COMPANY OF NEW YORK o' HUNTINGTON MORTGAGE COMPANY o A IS 9• a� F. 1�fE+• INNow�UALS mtF n11tHAs�Esii'amlm ` ` \ 3Y StOR FRPM - � tmE soclATxa1 VAX rlm N.Y.S. Gt. No. 49 g i. LOT NUMBERS SHOWN THUS:LOT oseph A. Ingegnc O REFER TO W`� s"- SUBDIVISION MAP MADE FOE CONSTANTINE P. GEORGIOPOULOSLand Surveyor FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY /.1! - rte , -� KTs T ON JANUARY 29, 1985 AS FILE No. 7844 i;0o{ _ sEenoN ,M THIS aF THE WN roae nA,E 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36 1 0 3001 5 4 G / l A coEcs of nes xwrEY r.P Nm eEARrlc THE Wro SuaemR's Baan SEAT art ZONE AE: BASE FLOOD ELEVATIONS Surveys - Subdm"s - Sde Plow - Cons6wbELEVATIONS DETERMINED - EIBOSSFn sE.0 SHALL NOT eE COIblOEAm TO IN A VNA 11111E COPY. ZONE %': AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE C>rnlxwTioNs e+oiaTEn � SNNL RUN PHONE (631)727-2090 For (631)727-17. DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ONLY m THE PFRSOII Rla Mau TK svnuEY 1 $QUARE MILE; ANO AREAS PROTECTED or LEVEES FROM 100-YEAR 8000. a PafPNtFD. Nro aN M 9E11N1 M THE OFFICES LOCATED AT MNUNG ADORES. I � J f (1 � a 1, I m I -- --- --- ----- --- - z m r LBir r `�3 - - 0 FILL 'Z. I_—� _._. .—�� _... .. .__.___.......__.._..— - - � � _ � 1 I - -- - -- - - 5 rr �� - a - - -- "- — --L�L��W1''�I� ,_ J -- — ---- --- -- — ----------- _._..-_...._I . . . --- B 1 - - 71 _ L'-G'(?dUILIC� 00 16ALL _ w ;dy 1 OCCUPANCY CLASSIFICATION R-3 RCSIDENTIAL-SECTION 310 BUILDING CGDE NY.S J� 04 - �-" - - ---- USE DWELLING UNIT-SECTION 310- 310.2 Lr 2 HEIGHT -- _— FIRE AREA (sf) existing FIRST FLOOR AREA 980 SQ FT. SECOND FLOOR AREA 4 DESIGN CRONSTRUCTION PRESCRIPTIVE FRAME CONSTRUCTION UCTION —3 TYPE OF SIG _ — w_-- ITERIA TOTAL_ NEW CONSTRUCTION " 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS 6 DESIGN LOAD CALCULATIONS PAGE 11 7 WINDOW AND DOOR SCHEDULE PAGE 10 8 LOAD PATH SEE SECTION PAGE 7_& 8 9 NAILING SCHEDULE PAGE 11 ___ 10 EGRESS _ SEE DOOR AND WINDOW SCHEDUL.F PAGE 11 PLUMBING RISER DIAGRAM PACE 10 12 FIRE PROTECTION SES_ FLOOR PLANS 13 TRUSS DESIGN DRAWINGS 14 ENF_RGY CALCULATIONS Al TAC:FIPD I r - I jl iUi.C `r �JII U 3 i r P !c9 IJP f I ' it i tl t ' l I .T ll l 2 I . 07 FES Kill I Il I i II ' I ig � nliil> + I P - m 101 cc _-----_��W ---: �� ------- r\ U Y a i r rho - _ r � + 1 - r h ,e I LU MA LLJ LAI fF I I, - �._�---- - - ---... -- '.ILJ- I- III � � - - S o �' k I�- - - k i Fe, I , II 10 I :r I, t kli IIS 5 SII U _ I LLI ly -tjccy Q _ i I � - :. 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Q a n,; 200 Fl-/NJa w g c>� li a ry � I{I �7 R 4 STRUCTURAL_WOOD_PANELS_FOR WIND-BORNE_DEBRIS PROTECTION iI Ili ii FOR WALLOPENING PROTECTION OF12O MPH XSEGONDOIND OUSTS WINDOW SCHEDULE IMA%IMUM MEAN ROOF HEIGHT "wip�,[ MATO TO �`JINDnoj TYPE 151 -- MULTIPLE SECTION ASSEMBLY: 1/4" 1Z �., THICK BOLTS @ 2'OC O �`�' A AW257 AWNING 10 39 10 q 25.9 281 30 ZIP X28^ B AR251 AWNING 10 2 10 4 259 281 30 2'8"X18' U l 0 1 �.> C AR31AWNING 1 3 2] 10 4 259 281 30 3_4°X18^_ �I+. � 1 C1 AR31 AWNING STATIONARY 73 2 IT) 5 259 347 50 S'4'X'1T TO 10 0 2862" NARROLINE fi ESE 10.48 20 4 247 269 30 a 24310• NARROLINE 3.84 637 10 --' X4Z 4 259 281 30 I � ' 5 F 28310` NARROLME 4 2 ]40 10 4 25 9 28 1 30 aawpz' � II SII. ZIT .. . _ III G" VELUXgVSE 306 SKYLIGHT NA ].1 102 237 303 35 3 W W I l < < F-I Ku Q. > 101 PS6L'I UPGRADEJ SLIDING DOOR 15.56 324 50 4 232 254 41 8'47X11`i0` Gl til fall Wl ALL WINDOWS TO BE ANDERSEN 4 �I 'CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE OP UPGRADE KR 11 COEFFICIENT 1 0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NV STATE EGRESS RFOUIREMENTS KI 1 .TABLE R 301 2(2)NEW YORK STATE BUILDING CODE. .FOR HABITABLE SPACE. O I WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED 0SHAWITH RE#B FABU SCREWS AT STRUCTURAL6"O CPANEL U- I III I WITH MAXIMUM OF B 0 SPAN FASTENERS FOR SPANS UP TO 6'- I O FOR SPANS UP TO BA SHALL BE21/2 #8AT12"OIC TABLE 301212 O I It ALL NARROLINE W INDOWS MUST USE 101 j 1/2 HEIGHT SILL STOP tlOR STOOL)AND THE ADDITION OF A 1/2"X 314"OP UPGRADE SILL STOP (SILL STOPS TOTAL A 1-1/4' q 1 j HEIGHTAND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT 1 liI 11 INCLUDED WITH OF UPGRADE SILL STOP KITQ d i I ALLOWS �M U UST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY - MGH OPENING MUST MEET R EXCEED cq• W- '1 5 TMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE ALL EXTERIOR o I GLAZING MUSTMEETASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE REFER TO SECTION R 1609 1 4 FORA_LTERNATIVE OPENING PROTECTION I ro of O Fn a �I z LU �} � W ' SHUTTER ASSEM13LY �� )' 4"9 ROOF VENT K , m N.T.S. ROOF --- _FOR PANEL SPANS:0<4'.0"WIDE SPAN a ❑ } TABLE 1609.1.4 Oo- - O Z o 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") CD Z USE GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES BATH_2 '_ - Q LABELL ATTIC ACCORDING TO LOCATION _. To ASSEMBLY, IT, p1 fa I'l TO 1 ATTACHING STRUCTURAL PANEL. FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR1,�V 1 STAINLESS STEEL WOOD SCREW @ 16"O C OR BETTER -, IWC 1 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDINGNEW - �TUB11 #10 TEE NUTS ATTACHED TO BLDG W/#10x 1 1Y' (W/WASHERS)MACHINE BOLT(a� 12"O.C. SECOND FLOOR 1 z - - 1114 a WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED COI 4 4 _ UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs (BATH 1 SHUTTER ASSEMBLY -I 1 3., N.T:87 1112 nlz , u4Do 1 FAI FOR PANEL SPANS:4' III HV OR WIDER SPAN 1 W -I LAV. H_ ("i Z I I ??—•i{ SPECIFICATIONS AND ASSEMBLY IDENTICAL TOD<4'_0"SPAN I I I _ - � � LU NOTE ADDITIONS_ / I UB�I U EXISTING FIRST FLOOR; - - -_ - - - � 2x4 STRONG-BACKS @ 24"OC 4 Z ASSEMBLY I C-O'I • 4 _ a l �Yv NtlEb �c cr 1)- PREASSEMBLE PLYWOOD TO 2x4'S # 104"(w/WASHERS) GALVINIZED OR STAINLESS STEEL j DEEq ®''�! O WOOD SCREW @ 12"O C. —�J -- 10 SUFFOLK g �,5 R'O 1� nIT HDUSF COUNTY DEPT OF i q �� ✓ � TRnr HEALTH SERVICES "> dJ' ,aS�Y (� z ALTERNATIVE FOR OPENING PROTECTION APPROVED SEVER ,( Lu __ - - - - - - •^T �1, -b' `� < WOOD STROCRIFI L PANELS WITH A MINIMUM THICKNESS OF]116"AND MAXIMUM PANEL SPAN OF B'mO LINE. SIWI L BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO SPIRY BUILDINGS PANELS :PSV • DTZ V/ SHAT 1 UP PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFILR IO SEGIlON 16U0I4 AND IG(19O O AND TARO, 160014) BASEMENT .�pRQ� tjE"y _L I _ TABLE 1609.1.4 SLOPE" 1/4"PER FOOT PITCH TO DRAIN WINIllT)RNC❑ELIITIS PRO1LCl10N FAOTL:NING SOH[L1ULE E012 WOOD FlTHUCiUMLPANClS � ' FAS fF_NLII SPACING(INGHEB) :' PANPI.SPAN. - _ _ _ _.__. ... 6"• PANEL 4'0" PANEL lt'.0".PAMEL AIf.IXO WV ID 6CRF W3 20__.__ SPAN,4'U" SVAN�'G'.O" SPAN.U'0" M DIAG PLUMBING DIAGRAM-____- _ M ___._.__- �r I: ullwnnu,nwrws — NT'S A Nllb flU111'I^IV161111'INIAMAWMIIM WIND$I'f LIIpIA faNIl Ol1N0 UI IFOMIHIANDMLANNOOF Ill lldll 111 l u"UHIISL P IA"dINLli'.^I LM I IL INSTAL 11 H AI pl'PlglNf l l_NUG UI II IE WOOD:IIIIICIURAL F%NII I,IIHI 'II1P1WLAUI AIIATIIIU ONIAy VNIIY IITMA.9bN lY/'1I11GCU II I,_YMIAH ,11 n v 1 III 11 VIIII:IN, \1111A III PI tlll1IA141 I NI'I IUIP,I IAVINI.A MINIMI IM WII'll HAWI i . IZ I I io , ii � �w !IZ , i RAFTER - : � \ �� xUA � RIDGE- --��- �� RIDGE-- -_ ___ - �� RAFTER \ USP RT16 - - - - - - RAFTER - - _ 7 ! RAFTERr O TOP PLATE TOP PLATE - - �� /� �\ .' USP USP SPTH4 USP LSTA21 - -- - - USP LSTA21 - �\1 T20 WALLSTUD - - - - - �,- WALL STUD - -- - \_ ---- �-, O USP LSSH179 --- A RAFTER/RIDGE/RAFTERWiTHCT- B RAFTER/RIDGE/RAFTERwiocT C -'}RAFTER/PLATE/STUDD E \RAFTER/PLATE PLATE/STUD WIND PROTECTION CONNECTION FASTENING SCHEDULE a o CONNECTION USP PRODUCT,NUMBER, z ILI rB WITH CTLSTA 21 v RAFTER/RIDGE/RAFTER WITHOUT CT LSTA 21 + LSSH179 CDRAFTER/PLATE/STUD RT20 D RAFTER/PLATE RT16 Q Z E PLAMSTUD SPTH4 O o F HEADERISTUD RT3 Z r- G HEADER/JACK STUD LSTA12 Q H FLOOR TO FLOOR KLFTA in I STUDIPLATE/SILL MSTA36 or RS 16-R J ANCHOR BOLTS STB16 K POST ANCHOR FOR DECKS PAU SERIES L POSTANCHOR FOR COVERED PORCHE ICBE SERIES 2ND FLOOR WALL STUD - ' 1X6 OR 2X4- 16" O/C COLLAR TIES MIN 1ST.FLOOR WALL STUD - - - 2ND.FLOOR PLATE-- - r i A � KING STUDS - - r SUBFLOOR 1ST.FLOOR PLATE - - _ F- RIM BOARD- - --- - SUBFLOOR ----- -`_� i _ Z / USP KLFTA - --- - - �� UJUJ STUD - USP MSTA36 OR RS16-R - -- - [, i _.,, 1ST.FLOOR TOP PLATES - \ RIM BOARD - - - \ F NE{y y` Z-a, HEADER - --- - `-\� DOUBLE SILL PLATE / POST POST - - - -- - - 9� k5) DE ,gTo OO i � P' USP RT3 IST FLOOR WALL STUD --- - FOUNDATION WALL i i J,;,r D R USP LSTAI2 USP PAU-- / � �� USP CBE w- m 39 Q JACKSTUDSP.C. FOOTING P.0 FOOTING �-��- � d p'I/G. O"L �"� sy°�' � 2 o F G HEADER/STUD HEADER/JACK H ,FLOORTO-F-LOOR I , STUD/PLATE/SILL K `,POST ANCHORS FOR DECKsL POST ANCHOR FOR coveaeoPORCHES GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES - - - NAILINGSCHEDUILE 1.The information on this set of construction documents is to relate basic design 1 All walls,2x4 and 2x6, to be stud grade or better 16"o/c All other framing material intent and framing details. They are intended as a construction old, not a substitute to be 82 douglas fir or better 'TABLE 3.1. INCLUDING 3 3 AND 3 9 for generally accepted good building practice and compliance with current New York 1995 SSC HIGH WIND EDf(10_ N WOOD FRAME CONSTRUCTION MANUAL state building codes The general contractor is responsible for providing standard 2.All wood framing In contact with concrete or masonry to be pressure treated construction details and procedures to ensure a professionally finished,structurally sound,and weatherproof completed product. 3 Provide double floor joists under all walls parallel to floor joist span direction unless JOINT DESCRIPI ION NAIL QUALITY NAL SPA'CiNG otherwise specified. 2 General Contractor to coordinate all sub contractors,scheduling of work,and ROOF FRAMING Interaction between trades 4 Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional RAFTER TO IDP PLATE JOE NAILED e'-0'WALL 38d PER RAFTER lumber floor joists. _ _ 10-0"WALL 48d PER RAFTER O ' Tru 3 The general contractor is responsible for ensuring that all wade and construction CEILING_ JOIST TO TO_P PLATE TOE NAILED 8'-0"WALL 3-84PER JOIST o j meets or exceeds current federal,state,and local codes,ordinances and regulations, 5. Floor construction. '/."tongue and groove plywood subfloer Finished material to be 10-0"WALL.4-8d PER JOIST a fly etc These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. CEILING JOIST TO PARALLEL RAFTER FACE NAILED _ SEE TABLE 3.7 EACH LAP 'N ¢ j ! and should be adhered to even if they are in variance with the plan. crlUNG JOIST LAPS OVER PARTITIONS FACE NAILED _ SEE TABLE 3.7 _ EACH LAP 7 All window and door headers to be minimum(2)2x10 unless otherwise specified. COLLAR TIE TO RAFTER FACE NAILED _ SEE TABLE 3.4 PER TIE - I - 4 Dimensions shall take precedent over scale drawings(do not scale drawings). All Interior headers to be(2)2x10 unless otherwise specified. BLOCKING TO RAFTER TOE NAILED 2Ad EACH END z RIM BOARD TO RAFTER END NAILED 2-16d EACH END s w. 5.The,designer has not been engaged for construction supervision and assumes no 8, Provide full solid blocking under all bearing walls responsibility for construction coordinating with these plans,nor responsibility for AIX w ¢' WALL FRAMING A rn qi WI construction means,methods,techniques,sequences, or procedures,or for safety 9 All beams to have adequate bearing at each end or as specified. TOP PLATE TO TOP PLATE FACE NAILED _ 2-16d ' PER FOOT precautions and programs in connection with the work. There are no warranties fora TOP PLATES AT INTERSECTIONS FACE NAILED 2-16d JOINS-EACH SIDE specific use expressed or implied in the use of these plans 10 All flush beam and joist intersections to have galvanized hangers. STUD TO STUD FACE NAILED 2-16d 24"O/C 6 Refer to floor plans, exterior elevations,and window schedule for types and sizes of 11. Typical exterior walls and roof to be sheathed with'A"exterior grade plywood or HEADER TO HEADER 'FACE NAILED 16d i6'O/C ALONG EDGES windows, All windows to be Andersen high performance quality or approved equal, 7/16"OSB plywood,group 1,APA rated, Plywood to span over all plates and TOP OR B0170M PLATE TO STUD END NAILED 2-161 PER 2X1 STUD 0 ! headers. _ 3-16d PER 2)13 STUD 7 Door and window headers to align unless otherwise noted. 4-164 PER 2O STUD Z 12 Provide insulation baffles at eave vents between rafters. BOTTOM PLATE TO FLOOR JOIST, I,O 8.General contractor is to ensure that masonry and prefabricated fireplace BANLUOIST, END JOIST, OR BLOCKING FACE NAILED 246d '- PER FOOT I_ construction meets or exceeds all manufacturers specifications and applicable codes 13. Exterior flashing to be correctly installed at all connections between roofs,walls, D chimneys,projections,and penetrations as required by approved construction FLOOR FRAMING 9 General contractor to consult and coordinate with the owner and the plans for all practices JOIST TO SILL, TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST Oa III built in items such as bookcases, shelving,pantry, closets,etc BRIDGING TO JOIST TOE NAILED 28d EACH END 14. General contractor to provide adequate attic ventilation and roof vents BLOCKING TO JOIST TOE NAILED 2.8tl EACH END o �' 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each bedroom,verify with local code requirements as per Section R317, New York State 15 Provide appropriate soffit ventilation at overhangs. BLOCKING TO SILL OR TOP PLATE ,TOE MAILED 3-16:1 EACH BLOCK Residential ConstmcbLEDGER STRIP TO BEAM FACE NAILED 3-164 EACH JOISTon Cade. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND JOIST TO JOIST ENDNAILED 3164 PER JOIST GENERAL FOUNDATION NOTES 1 Plumbing subcontractor to be responsible for adhering to all applicable code and BAND JOIST TO SILL OR TOP PLATE 'TOE NAILED 2-16d PER FOOT safety requiuirements co, 1. General contractor to renew plans,elevations,and details to determine intended of i— ROOF SHEATHINGO `n heights of finished floor(s)above typical grade. 2. If wall plates or joists are cul during the Installation of plumbing fixtures or - Ll STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-16'O/C-6'ATPANEL Z r- 2.All footings to rest on undisturbed soil equipment provide bracing to[ie framing back together EDGES AND AT INTERMEDIATE SUPPORTS IN THE DJ ILLq GENERAL HVAC SYSTEM NOTES - Bit PANEL FIELD m 3 Provide Y:"expansion joint material between all concrete slabs and abutting INTERIOR ZONE-16'01C-5'AT PANEL EDGES AND 12O 03 concrete or masonry walls occurring in exterior or unheated interior areas 1 Mechanical subcontractor is responsible for adhering to all applicable codes and Sd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD safety requirements, p } O 4 Unless otherwise noted,all slabs on grade to be 2500 psi Concrete on 4"sand or FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0'ON EACH SIDE OF THE ROOF PEAK, THE 4�0' Q Z gravel fill minimum,with 6x6- 10/10 wire mesh reinforcing, Interior slabs to be placed 2- HVAC subcontractor to fully coordinate all system data and requirements with the PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED O O on 6 mil- stabilized polyethylene vapor bamer. equipment supplier X fl� CEILJNGSHEATWNG _ Z_ Q 5 Provide crawl space ventilation per local code requirements 3. HVAC subcontractor to provide final system layout drawing and submit it to General GYPSUM WALLBOARD 51 COOLERS T EDGE!10'FIELD � contractor, owner,and equipment supplier for final review and approval. 6 General contractor to Install cop-r-tex(or copper)sheet metal termite shields WALL SHEATHING between all wood surfaces that are exposed to concrete or masonry surfaces, NEW CODE STRUMURAL PANELS Bit 4 EDGE ZONE-16'010-W ATPANEL EDGES AND 1Z' Z Dampproof exterior of foundation with a bituminous coating as per code and soil GENERAL WIND PROTECTION CONNECTION NOTES AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD conditions :Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 j Bit INTERIOR ZONE-16'01C-6t AT PANEL EDGES AND 12" and 1995 SSC High Wind Edition Wood Frame Construction AT INTERMEDIATE SUPPORTS IN 11-TE PANEL FIELD GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction j FIBERBOARD PANELS 7/16" lid 3"EDGE/6"FIELD - I 25532' 8d 3"EDGE/6'FIELD 1. Dimensions shall take precedent over scale drawings(do not scale drawings) 1.A continuous load path between footings,foundations walls,floors, studs and roof GYPSUM WALLBOARD 5d COOLERS 7'EDGE/10'FIELD framing shall be provided. 2.All interior walls to be covered with''/:"gypsum board with metal comer reinforcing, i TABLE 3.4' TABLE 3.7 Tape,float,and sand(3 coats) 12.Approved connectors,anchors and other fastening devices not included In the 1995 SBC HIGH WIND EDITION WOOD ',1995 SBC HIGH WIND EDITION WOOD FRAME Standard Building Code, Table 2306 1 shall be Installed in accordance with FRAME CONSTRUCTION MANUAL CONSTRUCT TON MANUAL 3 Walls common[ogarage and horse to have a layer of 5/8",Bre rated RAFTER SPACING ifi"OIC RAFTER SPACING 16"O/C LU y gypsum board manufacturers recommendations 720 mph FASTEST WINDSPEED F_ at garage side with 5'-0"return on adjacent walls and ceiling Manufactured lumber ROOF PITCH RO• �) Z requires 2 layers of 5/8", Ire rated gypsum board 3 Metal plates,connectors, screws,bolts,and nails exposed directly to the weather or W subject to salt corrosion in costal areas,shall be stainless steel or hot dipped ° 4 a : 3.12 5 8 11 14 C07 4. All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized 4.12 4 6 8 11Z resistant gypsum board, or wall the set on wonderboard or equal A 12 12 3 512 3 5 7 9 4 Where windows and doors Interrupt wood structural panel sheathing and siding, 16 a 712 3 4 5 6 0 aframing anchors or connectors shall he provided at the top and bottom of cripple 2111547-11 Ii ilell]W—lv 91#1 d 5 9 12 3 3 4 5 O studs, header studs, and at least one stud at each side of opening 28 6 1212 3 3 3 4 LL MINIMUM UNIFORMLY DI TRIBUTED LIVE LOADS (Ibsl) 32 8 - .LO kY�® O 5 Ridge straps shall be attached to each pair of opposing rafters except where collar P 0E€ EXTERIOR BALCONIES 60 36 - i :C ties of 1x6 or 2A lumber is located in upper third of attic space and attach to each pair — E (1 DECKS 40 of rafters 512 12 3 ATTICS WITHOUT STORAGE 30 6 Uplift connectors shall be provided at each rafter bearing is 4 ':ij rC Y"'f 'Ws ATTICS WITH STORAGE 40 20 4i'- ir� Q) O ROOMS (OTHER THAN SLEEPING ROOMS) 40 7. Floor to floor hold-downs to be provided every 48, and every 16"within 4'of exterior 24 52e 6 •SII _ SLEEPING ROOMS 30 corners -- 32 736 7 � 7 _CRITERIA FOR CALCULATION OF DEAD LOAD i 8 Sill Plate to Foundation Anchorage' 5111 plate shall be anchored to the foundation '' 6.12 12 3 ACTUAL WEIGHTS OF MATERIALS REFERENCED_TO A I A. with anchor bolts having a min bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A i6 3 --- AITCFII'fECTURAI_GRAPHIC STANDARDS _ minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 20 4 -- - each plate Anchor bolts shall have a mimmum embedment of 7 inches In concretel 24 5 SNOW masonry foundations- Anchor bolts shall be located within 12 inches of corners and at 28 5 _ _ -- _ spacing not exceeding 4 Feet on center 32 6 CGRI�UNEI SN(1Wl MAT-1- - 36 7 ! 121212 12 2 f MIL _ _ __ _ THESE NOTES ARE GENERAL CONSTRUCITON NOTES, THEY ARE NOT 16 9 LIIIIill N(A If r iORY B SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED AS 20 4 r GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 24 4 L.,_. .. .._,.., ...,,...,._..�. 28 1n11Nii iGENERAL CONTRACT"OF2 BEFORE CONSTRUCTION BEGINS. I ,52 WINIr JI 'J U - -- --__ ._ '- 176 nipn . - 30 0 _STRUCTURAL WOOD PANELS FOR-WIND-BORNE DEBRIS PROTECTION- **REVISED: FOR WALL OPENING PROTECTION OF12O MPH SSECOND)MND GUSTS (MAMMUIMMEAN ROOF HEIGHT 351 ,WINDOW AND DOOR SCHEDULE .F�yl REU'D DESIGN PRESSURE MULTIPLE SECTION ASSEMBLY' i/4" YNJR CIL MOW L NC WINDOW TYPE CLEAR OPENING GLASS J AREA PRESSURE OPENING DESIGN THICK BOLTS @ T OC JIG - < ' A PELLA 2121 CASEMENT NIA 1.6 10 4 25 9 28.1 5U 0 6 B ANDERSEN AR251 AWNING 10 20 10 4 25.9 261 30 'F' ' I1 ' IZ ' C PELLA 2944 DBL HUNG 2.8 6.6 10 4 259 281 50 IU I 'W i1 1 b' \ D PELLA 3365 DBL HUNG 56 112 _ 20 4 _ 24.1_ 26 9 _ 50 U O I,1, 'W E PELLA 2971 DBL HUNG 5.6 112 20 4 247 269 47 W Z J F FELLA 3347 DBL HUNG 39 8.1 10 475259 34.7 60Ili VA G PELLA 2535 DBL. HUNG 3.0 6,0 10 4 25.9 28 1 50 �F I 101 ANDERSEN PS6L' SLIDING DOOR 15 56 32.4 50 4 232 25,4 41 1 102 PELLA 3061 FRENCH DOOR 1 16.9 104 10 _ 4 25,9 28.1 70 ,CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B ' MUSTHAVE DP UPGRADE I(DT ', 'w COEFFICIENT 1A WITH 120 mph BASIC WIND SPEED AS PER _ MEETS NYS T 1 Y P E TAE EGRESS REQUIREMENTS U, 'TABLE R 301.2(2)NEW YORK STATE BUILDING CODE � 'FOR HABITABLE SPACE < -CUSTOM GRILLES -SEE ELEVATIONS zl W' '0', 0 10 I WALL OPENINGS INCLUDING WINDOWS AND DOORB SHALL BE PROTECTED WITH REMOVEABLE 516"W000 STRUCTURAL PANELS 1 < WITH MAXIMUM OF e'-0"SPAN FASTENERS FOR SPANS UP TO 6'-0"SHALL BE 2 1/2-#B WOOD SCREWS AT 16"OIC, FASTENERS ❑ W 'W' 'FOR SPANS UP TO B'-0"SHALL EE 2 112"-#8 AT 12"OIC TABLE 301 2 12 - ❑ d^ 'z' I Q !❑ ,� 1 ALL NARROLINE WINDOWS MUST USE. m • � 112" HEIGHT SILL STOP(OR STOOL)AND THE ADDITION OF A 112"X314"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114" = HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KITW,) ED ALL UNITSHE DEMEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED O' ' 1 5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE TRATE, ALL EXTERIOR ,To GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONS TRUCDON CODE ,REFER TO SECTION R 1609 1 4 FOR ALTERNATIVE OPENING PROTECTION. GO O 1r> D- h z WIt v � SHUTTER ASSEMBLY W GG (D r MO N.T.5. 3"e aoGE vervr FOR PANEL SPANS: 0<4'.0"WIDE SPAN - ROOF - -- -- - _- - - -- -- 1 TABLE 1609.1A Q Z O O ED 23132"APA SPAN-RATED 4B/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") - Ir IJ z r USE AC GRADE W12 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. ATTIC -- - - - - - ZE LABEL ACCORDING TO LOCATGO ION Il BATH 2 - - 1 , ASSEMBLY ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/II x3" w/WASHERS GALVINIZED OR it qvl - STAINLESS STEEL WOOD SCREW 16"O C OR BETTER ( ) - `W 0' 11 11 TU?8I1 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING NEW - #10 TEE NUTS ATTACHED TO BLDG w/#10x 1 4'(W/WASHERS) MACHINEBOLT @ 12"O G SECOND FLOOR C O a WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED ;BATH 1 - - - - - - -- - - UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 49016s SHUTTER ASSEMBLY , FAT. FOR PANEL SPANS:4%0"OR WIDER SPAN EXISTING FIRST FLOOR) '�- v W N.T.S. IW�1 -- - f1TU6 _� _ _ Z SPECIFICATIONS AND ASSEMBLY IDENTICAL TOO <4-O' SPAN ED NOTE ADDITIONS �, ,,,, }..( U co - a U` ,ewsr,rvc 2x4 STRONG-BACKS @ 24"OC - 1 TO SUFFOLK OF NEW z�'4 0 ASSEMBLY „3ua COUNTY DEPT OF 1q,1 DE O O HEALTH SERVICES O i) PREASSEMBLE PLYWOOD T02x4'S. # 10x3"(w/WASHERS)GALVINI2ED OR STAINLESS STEEL .R°° O¢p 1 LL P , 1, WOOD SCREW @ 12"O C APPROVED SEVER LINE 8 D: ❑ zz ALTERNATIVE FOR OPENING PROTECTION , ': w��✓r`' ,...I BASEMENT ,\ \ ` w WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116"AND MAXIMUM PANEL SPAN OF 0'-D" O 0725 �� ^^ ,1 O SHALL HE PERMITTED FOR OPENING PROTECTION IN ON AND 1 WO STORY BUILDINGS PANELS I_SLOPE"114"PER FOOT PITCH TO DRAIN SHALL HE PRECUT TO COVER GLA7EU OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609 1 4 AND 16096 5 AND TABLE 1609 1 4) TABLE 1609.1.4 WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING (INCHES) _ PANEL SPAN , 2' 2'-D , PANEL 4'-D"< PANEL 6.0"� PANEL fAGTFNb P, IYPI. 0" SPAN 14'.D" SPAN . 6'-0" SPAN i6'-0" PLUMBING DIAGRAM '111:•' ll(. WC100 SCRI'W6 10 ,U 12 9 — NTS .' us un wuon ,;r.m w5 u; 16 ,6 12 A TIIIIA01FLtI Wd I I ON A MAMMUM VIINII9PI1_D ,„SI ("ID IMIS1)OF 130 MPH AND MO AN 8001 , l 0 11,11, ,,, li J 1 1 1 9 C, 'Iv , I I if, AI1 , H 1 111 W 1nG I Nll 11 "1 I1),- wl111 IIDCI IIHAI 1WNFA Jrll l l Al 1 1 i 11c ,11-1 1 NI" , 1 111 uNHv l Nlr ' ( , I IIF'r Itfli, l 111 I 1 L 11n' W, Ill J I Ili ,11` 1; II v'IMG F PI I1I1M1 F1 IIIIIIIIbA ^ -21 c OF CONSTRUCT SHALL i COMPLY WITH ALL CODES ALL CON 4 w MEET THE REQUIREMENTS OF THE VSD AS NOTED NEW YORK STATE &TOWN CODES fVEW Y0 STATE. APP AS REQ IRED AND CONDITIONS OF 1 DATE- 6 BPI Z #�2 3 1 3 SOUTHOLD TOWN ZBA FEE, • g� BY �lp SOUTHOLD TOWN PLANNING BOARD j G DEPARTMENT AT NOP 13UILDINTO 4 PM FOR THE SOUTHOLD TOWN TRUSTEES FLOOD ZONE 765.1Bpt COMPLY WITH CHAPTER"46" i° J FOLLOWING INSPECTIONS: N.Y.S.DEC FLOOD DAMAGE PREVENTION 1. FOUNDATION - TWO REQUIRED SOUTHOLD TOWN CODE. FOR POURED CONCRETEI PLUMBING 2. ROUGH • FRAMING & I ? k 3 Iw ' 3. INSULATION CERTIFICATION OF DO NOT PROCEED WITH a 'a' ' �� a�l ' i1 4• FINAL - CONSTRUCTION.MUST FRAMING UNTIL SURVEY BE COMPLETE FOR C.O. NAILING E CONNECTIONS TIONS OF FOUNDATION LOCATION ALL CONSTRUCTION SHALL MEET THE R HAS BEEN APPROVED. REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION OCCUPANCY OR UNDERWRITERS CERTIFICATE ON LEAD CONTENT BEFORE OCCUPANCY USE IS UNLAWFUL REQUIRED CERTIFICATE OF I SOLDER USED IN WATER WITHOUT CERTIFICATE ^ SUPPLY SYSTEM CANNOT OF OCCUPANCY PLUMBING F 1%LEAD- EXCEED 2/1 . ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING cc co W UJ cr - Vt s , W j --- I _ t'z t , NEN► , I I ; -- t} � - � � _ _ _ _. +.. a.l:a•„Y+'••w+,WR.+rt.aT.+s"n..✓n.,.a..•vw •au_s+ :rcw +w,r.:. a+-+w-+,v+•Rrrw..- .r+w .w........_.nw. w..r. .,aa.-++i•r•""...n-r:+r...-+'..esv-.wu.a. riM'+I.1f1.._ Y'� J _ Y A i AL- �310 N.Y.S. !- - U DWELLING UNIT- SECTION 31 31 2 FIRE AREA - e FIRST-F no Go. SE �1 10 44 SO.FT. C ir" w 3 OF CONSTRUCTION WOOD CONSTRUC - ----- ----- - _ # DESIGN CRITERIA SCRIPTIVE DESIGN . SWRAMING NTS FIL AND SETK" 6 L CULATIONS AGE 'I 1 T AIS► i tkXf 10 a LO, D PA SECTION RA 7 A NA PAGE 11 > AND W P -- 1 5E FLOOR PLANS w Ct.A AAA a i. s t { � M t � �;ATS MIN ON - :r i 7 imp, aw 41 re ...r:cs�.- ;.a-- _�._ ,.. - ._ �.•+�.F..+-,�ep�++,e'-'-.,:.,,.,..;,.�..+cww�,e-.,e,. ,rk�..n...�.,F�S:r�>_' � ;� � 1�,' i e, f , y r .K , {t _ < to W - .. 5 .� •i_ - � .�, .,, ,.. - - yr , y : �•�t}� q ..+yp.� y.r,.....y,. .,.-. �Ar MAY' ',•_'--"''ww rmwr+,--a.+,��—......u.---••— aR �.w - :. .. ti,-,,.,-.-.ta,�' ..-.,„-..,..:.u.,, :.^,,-«.,,r-�`w+.>�;:h.6';rti',,,.4,b:,a.«r�.-r• ..,,,.r=�.,,,:.�.re^,.;a „r' :i rid*� ,.N*•-a..�? � - I x • aria G. w w''r� .,�„„ t k - - a . , .r t �' ......ice,., r.. r y �1 Fr•+s tot It i. _ 3 n #g t' 3 F } , e i N y.w - �' { , 7.,_,rvr,�-•.rvrr�,e......Jh...�..�r_rt,�--F.,, - .-++i�.+Wr� s , Elk Flo uj „ 10: i D of Q m 411 7 T co f CL_ t � o •may "V W r ch UJ ko zi W e 4 � � tj r - a9*41 POOP ITI - s W.ep4o ' y 5hl r x� - ,ice w- r isN, i ti I UJI I ,I 71 '-- r cc Go l�, r Ln APT LU Q x f� `��.., �� ... � �-, � ;�-,•--�'"� � tai Ile � - cc 4 �� -� �-.E - + z Z o '"`•,``v" � - �,�`� `�.��'°� ``�'� r t /s"_.."`d �`1 5r j�a�ty F.'4i�G�r,'` ^�'"^-w.,. ��`"`" �'V /�._ 1�Y {��.y(�,. `� ,.�.lt✓ � .....- �__ "�._... ....._ .,.-_ ... .f., _,.�.M.ten,.,. _._.., .-....- ... •-�... _ _......-...�. e I J � � r � � � M bIj r_- � I Q, 10 ,.;...+r �.. R = a p� w Q. � i � I 1 I / r Tkl- uj -j LIJ re 'r I 'i:- � C r-� -".i..a i. L,+ - _�/• /"" NT ..f �`. �I f i r1 C.1 •�/ �.� ._'-L __., aD LO LIJ co till zf LOW f/.f �," �f � -�'t'✓� ' `'1r> �_ �, SSM'' i. . �. ., � � I� '� (/: .. � r `yi��.wr F�li,.ey'�.ry4rr'T�C� ,(�`� .,L' ,C.�!�`\ •..t � P �! y"�" Aaz ��.J r,�� { � - ISi �.+�e^�'1 �'. � •V TFC� r �,� �{ \ �U wY"", � bH f � , ! ��ry� i9 rp�, Lam. pk !Ly -�, ,�.. NE�,y DE .. �oAR 0 50 a uj r Z O r.. J X A— -" 74 0 0 a - Q Ilk a a T#rr i #u f Nj ��q JF{y Law ' - Ivz Co. Vol �" Yom,„ �:' � y� x �} ,/'" ¢fir .^«--.. • . +, '' _, MLJe POOP 004, Mi w w:r� - • } J May, � : R s Er E j i' 00 _ t7EW ,r� _:. mow. �M_ - �„ .,....,tea^•.+:. x *20 V4 p '' � - - OF NEpy DE E j - t. - i Tv -- - r i I i ,, CD co tz LLI r SC ix �, p ' jy✓(�('",� �.rg ,�t`-,�... / i' (j((1 �'I *`% �jr� 3� 1I{1 °�, ��-, � �q �. �� 1 { 4�r 1° 1 w� J//jy�, / �� '"1�.f1 �G ,} ,\ ! •, I ({{}O .G�T,L' 2� 5nM ,,,,, - �r �''�14•,,y.�'. �h'�" ,+,`,� �tC�� "°y� ,.-.c.r .....-...., .,..gni. v� VN Of l0 I STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION ;1AtM1gm sGHEDULE ; FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND VIAND GUSTS r Z (MAMMUM MEAN ROOF HEIGHT:35) __, ........ ... __.......... -- MULTIPLE SECTION ASSEMBLY: 114" THICK BOLTS C 2'OCz i OA AW251 AWNING 1.0 3.91, 10 4 25.9 28.1 30, 2'8°X2'8" l { ! �`. B AR251 AWNING 1.0 2 10 , 4 25.9 28.1 30 2'8"X19" U W I \� C AR31 AWNING 1.3 2.7 10 4 25.9 28.,1 30 .3'4"X1'9" Cl AR31 AWNING STATIONARY 1.3 2.7 10 5 25.9� 34.7 50 3'4'X1'9" � D 2862* NARROLINE 5.86 E 10.48 20 4 24.7 26.9 30 co d E 24310* NARROLMIE 3.641 6.37 10 4 25.9 28.11 30 2'80'X47 (I 1 F 28310' NARROLINE 4.2 7,481 10 4 25.9 28.1 30 30"X47 -- �Z G VELUX#VSE 306 SKYLIGHT NA 7.1 10 2 23.7 30.3 35 I~ w ' 3 w f w+ L:iidPS6L*W/UPGRADE SLIDING DOOR 15.561 32.4 50 4 23.21 25.4 41 1 6'4"X6'10" ALL WINDOWS TO BE ANDERSEN CALCULATTONS F UPGRADE _ i _ __ _.. ..OR WIMDOW5 BASED,UPON hXPO$URE B � '. MUST HAVE DP UPGRADE KIT. . .COEFFICIENT 1 Q WITH 120 mph BASIC WIND SPEED AS PER E MEETS NY STALE EGRESS REQUIREMENTS 'TABLE R 301,2(2)NEW`YORK STATE BUILDING CODE. _ 1__ FOR HABRABLE SPACE. �` ! ! I L PANELS \� ! _. ._.. ._ .._ ._. .._.. __..__._-. __. .._ ....___ ___ _ _ .. . .. .. . ... ... . SCREWS AT 16 O/C�ASTENERS _ i WfiT1 MA)OMUM OF 8'-0" SPAN. FAFaTENERS FOR SPANS TABLE g 2LL BE 21/2-#8 WOOD ,01 + WALL OPENINGS INCLUDING WWDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 518'WOOD STR �\ ��` \ (�- FOR SPANS UP 1O 8-0 SHALL BE 2 112" #8 A 2"O/C. B .�30__ ..__. .. -. .._ f F_,i f � ALLNARROLINEWINDOWVSMUSTUSE. .,._._. �. ' e ' I v. � I ! 1/2 TO HEIGHT SILL STOP(OR SOL)AND THE ADDITION OF A 1/2"X 3/4-OP UPGRADE SILL STOP. (SILL STOPS'TOTAL A 1-1/4 ! � _ TALLAl10N OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SQL STOP ICIT.)i 1¢� s �� :° ND REQUIRE 1fHE INS _ ALL UNITS MUST MEET IOR E)CEED THE MINIMUM DESIGN PRESSURE REQUIRED;ANY MULLED UNITS MUST MEET OR EXCEED I y 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE ALL EXTERIOR_ -� j l GL.AaNG MUST MEET A;8TM E 1996 TEST REQUBtEAAENTS AS PER NEW YORK STATE RESIDEN'T1AL CONSTRUCTION CODE ; REFER_TD SECTION R 41609.1.4 FOR ALTERNATNE OPE-MIN9 PROTECTION., i E- OD o Z W 0) 4"o ROOF VENT 0 r- (o SHUTTER ASSEMBLY ROOF -- N.T.S. 4 FOR PANEL SPANS:0<4'-0"WIDE SPAN Q Z Iq o TABLE 1809.1.4 O[>! o 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4'1 Z I` ATTIC _-- BATH 2 --- USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. co LABEL ACCORDING TO LOCATION. �4 1 112 11/4 1 112 ASSEMBLY: - ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C. OR BETTER4c,�l W` ` ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: NEW _ I #10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 1/2"(W/WASHERS)MACHINE BOLT 0 12"O.C. SECOND FLOOR C.01 4 11144 3 4 _I WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHEDSATFFT UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. T U SHUTTER ASSEMBLY 1112 1 1/2 11/4 F.A.I. LLi 1 N.T.S. . ; ' 1 FOR PANEL SPANS:4'4"OR WIDER SPAN W. z SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. -- UB - ,-- --�--- - - I NOTE ADDITIONS: EXISTING FIRST FLOOR s 2 1 to 2x4 STRONG-BACKS @ 24"OC 0 C.O.f a 4 0 ASSEMBLY: 4 - w 1). PREASSEMBLE PLYWOOD TO 2x4'8:# 10x3"(wi WASHERS}GALVINIZED OR STAINLESS STEEL I ---� TO SUFFOLK �,+-� LL WOOD SCREW+ 12"O.C. 4 c I COUNTY DEPT. OF HOUSE z ! TP" HEALTH SERVICES z CT N APPROVED SEVER I --- ---- --------- - ----- -- _ u _--. - LINE. WOOD STRUC I)R_AL PANELS MW A MINIMUM THICKNESS OF 7/16'AND MAXMUM PANEL SPAN OF 8'0 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS SHALL.BE P�CUTTO Ct?VER GLAZED OPEFHNL.+S w[fH ATTA�HMENT HARDWARE PROVIDED. - - BASEMENT (REF ER M SECTION 160914 AND 1609 8.5 AND TABLE 1 TABLE 1608.1.4 1 SLOPE"_11/4 PER FOOT PITCH TO DRAIN Y10 DEBR18 I�RE7IECTIONI FASTEM IG SCHEDULE FOR WOOD STRUCTURAL PANELS _ ,► F y FASTENER SPACING(INCHES) PANEL SPAN< 2'4"<PANEL 4'-0"<PANEL 6!-U'<PANEL FASTENER TYPE 20 SPAN-C-0" SPAN<8'-0" SPAN<8'0 PLUMBING 2 112" 06 WOOD SCREM i6 16 12 9 __....__ _----------- ----------------- NTS ^�V2" #9 WQlDRCREINS 16 16 16 1 12 A.THIS YABLE-S BAKED-- -MAl to WM'ID SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF HEIGHTOF 9.w OR LESS B FAS' QQE o@ TALLEDATCIPPCIOi b SOFTHE(HOOD STRUCTURAL PANEL. C W71Eow S A AT'1 MCNIEL?TO MASONNtY ORMI1S(7NRY/STUCC.Q,THEY SHALL BE ATIAf 0 Flit~AF IIS HAVING A MINIMUM wITHDRAWL I ! ' 1 i o ► z , M 11 � I ► E z ¢k !a 1 a- RAFTER - a 1 iC4 i ¢n- �k I I ► ; � i i RIDGE RIDGE --_.__ __-- _ RAFTER USP RT16 wi RAFTER - RAFTER TOP PLATE - TOP PLATE — - u- USP LSTA21 -- --- USP LSTA21 --- ---- USP RTZO USP SPTH4 ---- - O� i ' USP LSSH179 E ,•-l ', WALL STUD £� WALL STUD - Oil <ti Pq ' A _ _ !_ DGEfRAFTER WITH CT _ B\ _RAFTER/RIDGE/RAFTER W/o CT y C RAFTER/PLATE/STUD D E RAFTER/PLATE PLATEISTUD -�RAFTER/RI � � r WIND PROTECTION CONNECTON FASTENING SCHEDULE a o Z A RAFTER/RIDGE/RAFTER WITH CT* LSTA 21 ce) B RAFTER/RIDGE/RAFTER WITHOUT CT LSTA 21 + LSSH179 (D t— co C RAFTER/PLATE/STUD RT20 D RAFTER/PLATE RT16 O Z 0 E PLATE/STUD SPTH4 F HEADER/STUD RT3 Z G HEADER/JACK STUD LSTA12 < H FLOOR TO FLOOR KLFTA I STUDIPLATEISILL MSTA36 or RS16-R J. ANCHOR BOLTS STB16 K POST ANCHOR FOR DECKS PAU SERIES L POST ANCHOR FOR COVERED PORCHES CBE SERIES 2ND.FLOOR WALL STUD---- ,) ?* 1)6 OR 2X4- 16" O/C COLLAR TIES MIN. 1 ST.FLOOR WALL STUD---- Q 2ND.FLOOR PLATE----- w I KING STUDS - SUBFLOOR - ------- 1ST.FLOOR PLATE F' RIM BOARD------- £j SUBFLOOR W USP KLFTA -- NE USP MSTA36 OR RS16-R P� STUD ------ -- RIM BOARD - ori , DEF z I 1ST. FLOOR TOP PLATES -- w POST --- ------- I DOUBLE SILL PLATE - HEADER - POST LL USP RT3 - - - -- --- 1 ST FLOOR WALL STUD - — FOUNDATION WALL --E - USP PAU USP CBE -- -- z USP LSTA12 ----- fl d P.C. FOOTING - T P.C.FOOTING JACK STUDS - tJ i o F G` HEADER/STUD HEADERNACK H FLOOR TO FLOOR i_ I STUD/PLATE/SILL _ _ K~_ POST ANCHORS FoR DEcKs !L `,POST ANCHOR FOR COVERED PORCHES ii GENERAL FRAMING NOTES, `KQL SC _,.. . _.. GENERAI_CONSTRUCTiON NOTES_ 1.All walls,2x4 and 2x6,to be stud grade.or better 16"o/c. All other framing material . VVOOD FRAME MANIJAI f construction documents is to relate basic design ___ M ._...... - 1.The infomtation on this set o c to be#2 douglas Fir or better. 1 S�IC,l=1 H V► . _ . .. ri ' -----_ . .__.._ �. , intent and framing details. They are intended as a construction aid,not a substitute for generally accepted-good buildirtg,praictice and compliance with current New York 2,All woad framing in contact with concrete or masonry to be pressure treated. l contractor Is responsible fbr providing standard state building codes. The generastructurally to ensure a professionally finished, Y ------- sound, • d adores Provide double floor joists under all walls parallel to floor joist spam direction unless .__.-... _......_ _ construction details an pros 3 P �.� ts00F Fi�Al11MNG - completed product. otherwise specified. _�._- sound,and weatherproof Ij I _ S.0^WALL. RAf-�lERTOTOPF'LATE ___ -__.. ._.__ ____ ��--�--___._ 2. General Contractor to coordinate all sub contractors,scheduling of work,and 4. Provide x-bracing or solid blocking at a maximum of V-0"o/c for all dimensional 1tJ►-0"WALL 4&1 PER RAFTER. _ _ _. _ . _. ,_ . _ i interaction between trades. lumber floor Joists, CEIlJNG JOIST TO TOP PLATE JOfST' � �z . .. _ ,F NAILED � 1t7-t1'WAIL 4 8c1 PER JOIST 3.The general contractor is responsible for ensuring that all work and construction 5. Floor construction: :'tangos and groove plywood subfloor. Finished material to be �--,,..---ILE - - E TABLE 3.7 FACH LAP meets or exceeds current federal,state,and local codes,ordinances and regulations, CEILING JOIST TO PARALLEL RAFTER ACE _ applied over subfloor. Glue and screw plywood decking to floor joists. CEILINGJOIST p R i�74Fti1il iS FA{ [ Ep SEE TABLE 3.7 EACH LAP __,__..,_._x.____� etc. These codes are to be considered as part of the specifications for this building ______.______.__,___.___ ..__. _.._ ._, _ --- -. .._.. SEE TABI1~3,4 PER TIE w i FACE t+g�E© __..._-__- . _ ,.m - -- and should be adhered to even if they are in variance with the plan. _____. __._ ._ .. 7.All window and door headers to be minimum(2)2x10 unless otherwise specified. COLLAR TIE TO RAFTER _ _.-` (�tAN.Et3 '"- ___. _._ 2-13d EACH END ~, 2x10 unless otherwise specified. BLOGCiIVG TC3 RAF ER All interior headers to be(2) RIM BOARD TO RAFfEFi ;END NAILED s do not scale drawings). 2164 EACH EIS .._..__ , 4. Dimensions shalt take precedent over scale drawing. ( __ _._ 6. Provide full solid blocking under all bearing wale. VtiALL F 5.The designer has not been engaged for construction supervision and assumes no __.... FACIA Nr4�ED- _ _ 216d PER FOOT responsibility far construction coordinating with these plana,nor responsibility for 9.All beams to have adequate bearing at each end or specified. TOP PLATE TO TOP t�LATE i _. 4-1� JOINTS-EACH SIDE _..�_.. ,-.._-.-_...,_-__ _ _FACE NA1kEfl ____.. ! i ion means, methods,techniques,sequences,or procedures,or for safety TOP PLATES AT INTERSEG"iK _. 216d construct _ _.._ ,FACE NAILED _ precautions and programs in connection with the work. There are no we for 10.All flush beam and joist intersections to have galvanized hangers. STUD TO STIR __......_-_u.--__ - _ IFACE MI41I ED specific use expressed or implied in the use of these plans. HEADER TO HEALEREDGE __. 16dRq i O 11.Typical exterior walls and roof to be sheathed with A"exterior grade plywood or TOP 012 BOTTC)hA'PLATE TU STUD END NAILED _-.. „ n over all latae and --_ _ 6.Refer to floor plans,exterior elevations,and window schedule for types and sizes of plywood,group 1,APA rated. Plywood to spar p 316d PER 2716 STUD 01 i All windows to be Andersen high performance quality or approved equal. 7116 OSB plywo 9 P - 4�gd - PER 2>�3 STUD windows. Z � headers. BOTTOM OtAt TO FLOOR JOIST, window headers to align unless otherise noted. 12. Provide insulation baffles at eave vents between rafters• BAi DJOIST, END JOIST OR BLOCKING TACE NAILED 216d ' PER FOOT w 7. Door and I� 8.General contractor is to ensure that masonry and prefabricated fireplace 13. Exterior flashing to be correctly installed at all connections between roofs,wails, ads all manufacturer's specifications and applicable codes. CSR FRAMNG 4.8d PER JOIST + or exceeds chimneys, and penetrations as required by approved construction w_.-.______. .__.. ______ __. . ._. .. construction meets c , JOIST To SILL,ToP PLA21 1 11TE,OR GIRIJER ;rC7E NAILED �p can y practices. ._.N_r__ _ f TOE NAILED 2-8d EACH E ND 9. General contractor to consult and coordinate with the owner and the plans for all BRI[)Gif+1G TO JOIST END 14.General contractor to provide adequate attic ventilation and roof vents. BLOCKING TO JOIST TC31 IVAq.ED o built in items such as bookcases, shelving,pantry,closets,etc. �- , ---' ___._ _�� - 3_18d EACH BLOCK 2-&t EACH BLOCKING TO SILL OR TOP PLATE �E NAS ED ..__.. 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each 15. Provide appropriate soffit ventilation at overhangs. LEDGER STFdP TO BEAM FACE NAILED 346d EACH T _ ._ ;1 DE NA00 _p. D bedroom,verify with local code requirements as per Section R317, New York State JOIST ON LEDGER TO BEAM _ 3&i PER T ._. _. _.. I+IAIIFD -..__ - Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES BAND JOIST TO,101ST 3.1i:�ci PER JOiST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT 1. Plumbing subcontractor to be responsible for adhering to all applicable code an fl GENERAL FOUNDATION NOTES safety requirements. ROOF SFEATHIVG ____. _._ . . 4 PERIMETER EDGE ZOIC-1r'OIC-G'AT PANEL Z 1. General contractor to review plans, elevations,and details to determine intended 2. if wall plates or joists are cut during the installation of plumbing fixtures or STRUCTURAL PANELS EDGES AND AT INTERMEDIATE SUPPORTS iN THE ULI v LJa �- heights of finished floor(s)above typical grade. equipment provide bracing to tie framing back together. PANEL FIELD _ LY. INTERIOR ZCa(�E-16"OIC-i7'AT PANEL EDGES AND 17' 0 na , 2.All footings to rest on undisturbed soil. GENERAL HVAC SYSTEM NOTES _., -- -- 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 3. Provide'W expansion joint material between all concrete slabs and abutting 1. Mechanical subcontractor is responsible for adhering to all applicable codes and crate or mason walls occurring in exterior or unheated interior areas. FOR ROOF St EATHING WC[IN 4'-(T'OF TI-E EDGE OF THE ROOF,MiCL UDING 4'fl''ON EACH SI[)E OF TTh EE RODF PEAK,TIE 4'-0" 0 con masonry safety requirements. PERIMETER EDGE ZONE ATfACHMENT REQSHALL_ .. BE USED. � r- i Nis _.. ..- 4. Unless otherwise noted, all slabs on grade to be 2500 psi.Concrete on 4"sand or 2.HVAC subcontractor to fully coordinate all system data and requirements with the Z T gravel fill minimum,with 6x6- tfl/1fl wire mesh reinforcing. Interior slabs to be placed equipment supplier. fBLtNG SIfEATHtYG -_ _ _..-..._._.. 5d COOLERS T'EDGE 110 FIELD on 6 mil. stabilized polyethylene vapor barrier. GYPSUM WALLBOARD _ c� 3. HVAC subcontractor to provide final system layout drawing and submit it to,general 5. Provide crawl space ventilation per local code requirements• contractor,owner, and equipment supplier for final review and approval. WALL SHFATHNG _ _.. , .. ..._ .._ .-_. _....___ � 4 EDGE Z1DNE-16' OIC-6 AT PANEL EDGES AND 12" r sheet metal termite shields STRUCTt IRAL PANELS FIELD ,,. 6. General contractor to install cop-r-tax(or copper) NEW EW C Q D 'V AT INIERMELIIATE SUPPORTS IN THE PA between all wood surfaces that are exposed to concrete or masonry surfaces. -- - - ___ - ____ _, __ ___.___ .-.__._._._- _ _. &1 ANtERMEDIATE SUPPORTS N THE PANEL EDGES6-AT PANEL AND 12 i GENERAL WIND PROTECTION CONNECTION NOTES SSTD 10-99 FIELD 7. Dampproof exterior of foundation with a bituminous coating as per code and soil I Adapted from Standard for Hurricane Resistant Residential Co rastruction; ._.._ _ _.-_..__ - ;7116" 6d 3"EDGE/5'FIELD conditions. and 1995 SBC High Wind Edition Wood Frame Construction FIBERBOARD PANELS _. .. .f.--�._. _.__. _..... � 3'EDGE/is FIELD I Fasteners and Connectors for Wood Frame Construction ; � - ^ Y � k T'EDGE/10r'FIELD GENERAL FLOOR PIAN NOTES GYPSUM WALLBOARD 11.A continuous toad path between footings,foundations walls,floors,studs and roof 1. Dimensions shall take precedent over scale drawings(do not scale drawings). TABLE 3.4 _ TABLE 3 7 framing shall be provided, 1995 SBC HIGH WIND EDITION WOOD i 1995 513C HiGH W-ND EDITION WOOD FRAME 2.All interior walls to be covered with 1N,gypsum board with metal comer reinforcing. j 2.gpproved connectors, anchors and other fastening devices not included in the FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL Tape,float,and sand(3 coats). Standard Building Code,Table 2306.1 shall be installed in accordance with RAFTER SPACING 16"OiC _ _� RAFTER SPACING 16'01C PiTCH ROOF SPAN 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations. I 120 mph FASTEST V1fINDSPEED at garage side with V-0"return on adjacent walls and ceiling. Manufactured lumber ' 3. Metal plates,connectors,screws,bolts,and naris exposed directly to the weather or E . s ,� 3.12 , 8 11 1 requires 2 layers of 518 fire rated gypsum board. 21 subject to salt corrosion in costal areas, shall be stainless steel or hot dipped PITCH . , 4;12 4 6 8 11 ° I 3 5:12 3 5 7 91 galvanized. 4:12 12 -4 7:12 3 4 5 6 Imo: 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water 18 resistant gypsum board,or wall tie set on wonderboaM or equal. 4. Where windows and doors interrupt wood structural panel sheathing and siding, 20 5 2:12 3 3 4 5 framing anchors or connectors shall be provided at the top and bottom of cripple 24 6 12:12 3 3 3 4 LOAD studs, header studs, and at least one stud at each side of opening. 28 7 a ' DESIGN 32 8 5. Ridge straps shall be attached to each pair of opposing rafters except where collar 36 + MINIMUM UNIFORMLY Dt$TRi$UTED LIVE LOADS (tbsf) 5:12 12 3 60 !ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair �� EXTERIOR BALCONIES f 16 DECKS 40 of rafters. 20 -4 3E¢� , 30 '6. Uplift connectors shall be provided at each rafter bearing. i 24 5 ATTICS WITHOUT STORAGE ! - 28 ATTICS WITH STORAGE 4a 17. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 7 ROOMS (OTHER THAN SLEEPING ROOMS) 32 s.. corners. _. SLEEPING ROOMS 30 36 !;8. Sill Plate to Foundation Anchorage: Sill plate gall be anchored to the foundation i s:12 16 o, A.L.A. A CRITERIA FOR CALCULATIC)N OF DEAQSLCyA[3 with anchor bolts having a min.bolt d r of 5/8 and 3 x 3 x 118 washers. f inches of each end o AL W 1 OF M 24 _v��.._......,. . A minimum of one anchor bo{t shafil be dad within S to 12 i �.each plate. Anchor bolts shall have a minimum eMbedment of 7 ruches in concrete/ ARCHITECTURAL GRAPHIC STANDARDS _._g �masonry foundations. Anchor bolts shall be located vrrithin 12 inches of comers'and at 32 j,� SNOW l, spacing not exceeding 4 feet on center. 36 GROUND SNOW LOAD 6 lbs 712-12:12 16 . . j - 4 THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 4 4 i SEISMIC SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS _ 3 DESIGN CAI GORY � GENERAL GUIDELINES ONLY AND SHOULD SE DISCU ED WITH YOUR 32_ GENERAL CONTRACTOR BEFORE CONSTRUCTION SEC3iNS. _--------------- WIND -,-..a- WIND SPEED 12B mph EXPOSURE CATEGORY B r..