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HomeMy WebLinkAbout30180-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30860 Date: 04/19/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 405 LAKE DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 80 Block 3 Lot 16 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 10, 2004 pursuant to which Building Permit No. 30180-Z dated MARCH 19, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5418. The certificate is issued to ROSARIA FORCHELLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 91300H 01/24/05 PLUMBERS CERTIFICATION DATED 04/07/05 J. FORCHELLI thorized Signature Rev. 1/81 y i )R 12 �. , Form No.6 __1 �— N ' TOWN OF SOUTHOLD DEF' I t` n GBUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2,'10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planting 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: L 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. April 7, 2005 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 405 Lake Drive, Southold, New York 11971 House No. Street Hamlet Owner or Owners of Property: Rosaria Forchelli Suffolk County Tax Nlap No 1000, Section 80 Block 3 Lot 16 Subdivision Map of Reydon Shores Filed Map. 1215 Lot: 5 Permit No. 30180—Z Date of Permit. Applicant Health Dept. Approx at: Underwriters Approval: 91300H Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 25.00 471 Iicant Sinature co F 308 6 0 „k Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number -� « 1/24/2005 375 Dunton Avenue 91300H East Patchogue, New York 11772 (631)286.6642 . - ,; Issued To: Mr. Jeff& Mrs. Sadie Forchelli Street: 405 Lake Drive Village: Southold Zip: 11971 Town: Southold Section: 080 Block: 0003 Lot: 016 w Contractor: Lic. # ® Was examined and found to be in compliance with the National Electrical Code. El Commercial L NV Defects -- Pool A 1st Floor A Indoor L Basement I Hot Tub M _y X_' Residential L Det. Garage L Attic J 2nd Floor LXI Outdoor LXi Addition LI Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 8 9 7 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 4 Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: 30180 rOther Equipment I Hugo S. ur President Rough Inspection: Inspector: Final Inspection: 01/20/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. �gOFFO(,��o 4.11 N � Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 11'9 y�o! �� Telephone(631)765.1802 Southold, New York 119'1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:—A--1-0 ,c- Building Permit No. 30180—Z r Owner: (Plea print) Plumber: (Plc se print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. F_qnbers Signature) Sworn to before me this day of 20p� Notary Public, SAO County KAREN ADLER Notary Public, State of New York No.01AD4816314 Qualified in Nassau County Commission Expires April 30,20� 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. 30180 Z Date MARCH 19, 2004 Permission is hereby granted to : ROSARIA FORCHELLI 5 DANTON LANE LATTINGTOWN,NY 11560 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT PER ZEA #5418 at premises located at 405 LAKE DR SOUTHOLD County Tax Map No. 473889 Section 080 Block 0003 Lot No. 016 pursuant to application dated MARCH 10 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 19, 2005 . Fee $ 250 . 00 / Authorized Signature �R✓ulo�✓ /li9cL/� ORIGINAL Rev. 5/8/02 30 � F64L 765.1802 BUILDING DEPT. 1 PECTION [ /SO-U- NDATIONWIST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION /FOUNDATION 1 STROUGH PLBG. [ l [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C Ij DATE INSPECTOR v�^'� 765.1802 BUILDING DEPT. INSPECTION [ ] F DATION IST [ ) ROUGH PLBG. [ FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ere e ) ! DATE `5 © l INSPECTOR /8° ?�, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �RAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY P-e-/5Af�FT,( REMARKS: � /f f, DATE D7 /: o SG INSPECTOR " 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ VfROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ��C DATE �� �O� INSPECTOR ` u-'� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c � �.1 DATE g �L INSPECTOR ( ate �oapf SOUTyolo e COUNTi � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O DATE � / os INSPECTOR'/� 4' v� APPEALS BOARD MEMBERS �gOFFO(,,c 49, Southold Town Hall Lydia A. Tortora, Chairwoman 53095 Main Road Gerard P. Goehringer : P.O. Box 1179 \ry George Horning Oy �� Southold, New York 11971-0959 Ruth D. Oliva ChairwomanO ZBA Fax(631) 765-9064 Vincent Orlando �a Telephone (631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINBINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 4, 2003 Appl. No. 5418. JEFFREY FORCHELLI Property Location: 405 Lake Drive, Southold; Parcel 80-3-16. 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 11,630 sq. ft. parcel has 60 ft. frontage along the north side of Lake Drive, variable lot depth of 195.05 feet and 200.80 feet, and 59.47 ft. frontage along a basin, in Southold. The property is improved with a one-story frame house situated 42.5 feet from the southerly front lot line facing Lake Drive. BASIS OF APPLICATION: Building Department's April 17, 2003 Notice of Disapproval, amended August 4, 2003, under Sections 100-242A and 100-244B, in its denial of a building permit application concerning a proposed addition at less than 10 feet on a single side yard and lot coverage in excess of code limitation of 20%. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 20, 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 234 sq. ft. addition Oat the southwest corner of the existing house at 5 feet from the westerly side lot line, at its closest point, and with a total lot coverage of 21 percent. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2-December 4, 2003 Appl. No. 5418-Jeffrey Forchelli 1000-80-3-16 1. The applicant wishes to update the architectural design of the front of the summer home and to place a 234 sq. ft. extension maintaining the same side yard at 5 ft. and 5.2 ft. variables at its closest points. The height of the addition will not exceed 1'/z story height and is proposed to enlarge a bathroom and relocate a bathroom, adding 116.62 sq. ft, over the code limitation of 20%, for a total of 2450 sq. ft. for building areas. The existing lot coverage is 2216 sq. ft. After a review of the survey and elaboration of facts in the record, it was determined that the grant of the variance application would not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. 2. The benefit sought by the applicant cannot be achieved by some mettug�dd�, feasible for the applicant to pursue, other than an area variance. The 5 ft. addition iwraPq�w nd at the front of the house fills in the front corners, and the architectural features' -the front of the home will be updated architecturally. The front addition will blend into the setbacks of the house, presently 42.5 feet from the front lot line. The new addition will conform at 44 ft. from the front lot line. 3. The variance granted herein is not substantial because the amount of relief is approximately 120 sq. ft. of building area for the side yard requirement and for the 1% lot coverage over the code limitation of 20%. 4. The difficulty was self-created when the addition was planned and designed without conformity to today's setback and lot coverage code requirements. 5. There is no evidence that the grant of the relief will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. The lot to the west is unimproved. An addition at this southeast corner of the house will allow the easterly side yard to remain open and unobstructed for emergency purposes. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an 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 Tortora, seconded by Member Goehringer and duly carried, to GRANT the variance as applied for, as shown on the plan May 13, 2003 survey plan prepared by John C. Ehlers, 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 Oliva (Chairwoman), Goehringer, Tortora, and Orlando. Absent was Member Hornin his Resolatio duly adopted (4-0). Ruth D. Oliva, Chairwoman 12/6/ /03 Approved for Filing TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNERSTREET ?L '� VILLAGE DIST. SUB LOT 5 1�sav,' �rthel% /'ye_ Slur ,a_lact f ACR.I a -7 REMARKS TYPE OF BALD. PROP. CLA S 5 I !' t� �/►� "Z C) LAND IMP. TOTAL DATE / �3 7-� 1 aZl �L l4nc J41 cc Z75oc — -� - �� b l�S --- ---- -- - - FRONTAGE ON WATER pD TILLABLE -- FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND ( BULKHEAD HOUSE/LOT --- ------ ( ------ --- - - -- -- - TOTAL pnwo - /� T OWNER STREET v �- VILLAGE DISTRICT SUB. LOT FORMER OW NERHe-vn ry A,�e *1� N E ACREAGE n 5 W TYPE OF BUILDING ES. f Q SEAS. VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS DU Q o 0 0 o a- a L1076/ y ` 1PG t:r . rraf 3o 7, so 0 P9oo 3soo �l �� io 9c E,/i':- %3 �:_t! -� IF 11 Z . 809, 17626 - 139 NEW NORMAL BELOW ABOVE FRONTAGE ON WATER )4o� Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Fillable 2 DOCK tillable 3 Noodland swampland 3rushland -louse Plot Total c76,J,) Ila ev for f T-1 i 1 FT_ M. Bldg. S Foundation Bath I 1 ExtensionBasement Floors Extension �r �( / Y , �� �� Ext. Walls 404 R -4r. -Interior Finish — I} --- Extension y Fire Place Heat o j-+— ---Porch ----- Roof Type Porch --t y ------ Rooms lst Floor -� -- --{---- ---- Breezeway Patio �� k Rooms 2nd Floor -- �- r - -Driveway __—_ -_ Dormer --- -- I . 1 . .R J' i .: wepartment of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY,Stony Brook,New Yonc 11790-2356 elbow Phone:(631)444-0365 • FAX:(031)444-0360 MRW Webslte: www.deo.atate.ny.us ErFn M.Crotty / Cammlasionar Rosarle Forchelli February 17, 2004 C/O Forchelli, Curto, Schwartz, Mineo, Canino& Cohn, LLP 330 Old Country Road Mineola, NY 11501 RE: 1-4738-00618/00001 Forchelli.Property, 05 Lake Drive, Southold, NY S.C.T.M. #1000-8 -16 Dear Ms. Forchelli: This is in response to yoidtol',rminations uest for a Non Jurisdiction determination from this Department for the property referencbove. This Department made aterminatlon.regarding the limits of Article 25 (Tidal Wetlands) jurisdiction for this propsoJune 17, 1993, a copy of that letter is enclosed. This office does not make repeated for the same site. The limits of ourjurisdiction were indicated in our orlginal - urisdiction letter and unless substantial changes In site conditions have ooaurredis letter remains In effect. Additionally, since the letter of Non- Jurisdiction Is always Issfor the.property and not to the owner, it Is not necessary to transfer the letter to a newrier. The original letter should be saved for your future reference. Please do not hesitate to II me at (631)444-0369 If you have any questions or you wish to discuss this matter further. Sincerely, Kelly Ann F Ilce -� Agency Program Aide CC: Diana R. Fantano, Esq. ✓ MHP File Enclosures Thomas C. Jorfinq /G' C Commissioner `� i / _ �ylir` C Date: �^� Re: t/ '4r7,3Yf _ -Oap/ vrz;�V f �b - � Dear - Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: x :'k. �G7 I , ��, ��'� ��//�� .��� � X871 ..C.'r�.g•� .cam �o`s� Tharafore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is 'required under the Tidal Wetlands Act . Please be advised,. however, that no construction, sedimentation, or disturbance of any kind may .take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without it permit. It is-your rasponsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other altarati�,n or disturbance to the ground surface or vegetation within. Tidal' Wetlands jurisdiction which may result from your proj act. 81:eh precautions may include maintaining adequate work area between. the tidal wetland jurisdictional boundary and your project (i.e. a 151 to 201 wide construction area) or erecting a temporary fence, barrier, or hay bale borm. Please be further advised that this latter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, DeputyRagionalParmitAdministrator ec: "`�- FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 17, 2003 AMENDED: August 4, 2003 TO: Mark Schwartz A/C Forchelli PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated April 17, 2003 For permit to construct additions and alterations to an existing single family dwelling at Location of property 405 Lake Drive, Southold, NY County Tax Map No. 1000 - Section 80 Block 3 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction to this non-conforming single family dwelling, on a non-conforming 11,630 square foot parcel in the R-40 District is not permitted pursuant to Article XXIV Section 100-242A which states,• "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-confirming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single-family dwelling notes an existing single side yard setback of 5.3 feet. The proposed addition will maintain that setback. In addition, the proposed construction notes a total lot coverage of +/-21 percent. Therefore the proposed addition 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 single side yard setback of 10 feet and a total lot coverage of 20 percent. This Not' Disanproval was amended on Au ust 4 2003 to correct an error in lot coverage. An rize gnat ure 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. ` JUL 3 0 aA 1 L " Mark K'Scl wartz, AIA —Architect, PLLC P.O.Box 933 -_ Phone:(631)734-4185 Cutdwgue,New York 11935 Fax:(631)734-4185 July 29,2004 Southold Town Building Department Main Road Southold, New York 11971 Re: Forchelli House 405 Lake Drive Southold, New York SCTM# 100080-03-16 To Whom This May Concern: I have been on site to review the as-built construction. To the best of my knowledge, the framing, strapping and rough plumbing have been completed as shown on plans and meet or exceed the current code requirements. Please call this office if you have any questions or require additional information. Very truly yours, •°. �tf AAS. y 94S a� '1 pY + +yp 23 R p�•N` Mark Schwartz Forchd Framing/Plu bing.do AOR C I-f E L L I Hous& r 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\IvtECcheck\ForchelliHouse.cck TITLE: ForchelliHouse COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric DATE:03/19/04 DATE OF PLANS:01-12-04 PROJECT INFORMATION: Forchelli House 405 Lake Drive O An ti Southold,New York /` `IN sc,,S� COMPANY INFORMATION: Mark K. Schwartz, AIA- Architect, PLLC 4 *Ir P.O. Box 933 Cutchogue,New York 11935 ` J� COMPLIANCE: Passes Maximum UA=72 Your Home=69 4.2% 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) 362 28.0 0.0 13 Wall 1: Wood Frame, 16"o.c. 344 19.0 0.0 16 Window 1: Wood Frame, Double Pane 53 0.340 18 Door 1:Solid 21 0.500 11 Floor L All-Wood Joist/Truss,Over Unconditioned Space 340 30.0 0.0 11 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. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 03/18/04 TITLE: ForchelliHouse Bldg. I Dept. Use I I Ceilings: [ ] I. Ceiling 1:Cathedral Ceiling(no attic),R-28.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame, Double Pane,U-factor.0.340 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I Doors: [ ] 1. Door L Solid,U-factor. 0.500 Comments: I I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space, R-30.0 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. [ ] 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. [ ] 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 duds 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. I Exception:Continuously welded and locking-type longitudinal joints and seams on duds I operating at less than 2 in. w.g.(500 Pa). [ ] Duds 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. [ ] 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 I Electric Systems: [ ] 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 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: [ ] 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: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55°F must be insulated to the I levels in Table 2. l Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating 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 LO Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pigg System Types Ran e F 2" Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressurelCempetature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 LO 1.5 Steam Condensate(for feed water) Any 1.0 LO 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) Fj$LD INSPECTION REPORT ATE COMMENTS � FOUNDATION(1 / Q cj ye ------------------------------------ -- c FOUNDATION OND) -- � z A� O �7 ROUGH FRAMING& 0 PLUMBING -- _ - S INSULATION PER N.Y. -- -"--- STATE ENERGY CODE ----- -------- 3 — FINAL -------- -------- ADDMONAL COMMENTS 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 ` . Survev _ www. northfork.net/Southold/ PERMIT NO. 361 F O Check _ Septic Fomt_ N.Y.S.D.E.C. Trustees_ _ Examined_ 3 9 _ 20 y Contact:Approved _,20Mailto: oa./iz Disapproved a c_ /J o X I^7 3 C,., yL h„ ,,�. /vY q Phone: 73Y- Y/8"J _ Expiration L 'i Building Inspector A APPLICATION FOR BUILDING PERMIT Date J/7 , 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. I. 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 name, if a corporation) 6 �x 933 CjPCA oS ._,c_ (Mailing address of applicant) State whether applicant is owner, lessee, gent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises J?�rz y��r e h� (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: V o S C C- Pte- Or, J-0 J G d House Number Street Hamlet County Tax Map No. 1000 Section '6'0 Block 3 Lot /(o Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -5E � t� r-c-,,., ; ty 2r',x ,-et�„ cz _ b. Intended use and occupancy 5-;� ; Le— ,dam„ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 Sze- n, t c,-bear 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 _ 2e L7ear Depth 10. Date of Purchase Name of Fohner Owner 11. Zone or use district in which premises are situated 2 y O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO /to> r a +- _ 14. Names of Owner of premises-3-1 ff;-y 0. F- (,kAt','Address r 6';�"er-.ff1:.rcphone No. -7 (o 913 G Name of Architect-/77 0/k- S-c-k? ,G e, Address f or-K,7 .s Phone No �7 -& Y -`!/ Y 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. 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 ) Z CC`T( 11/ -17 7—Z— being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, gent, 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 to before me this day of 20 V N tart'Public Signature f Applicant JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk County Term Expires June 12, a U D BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: , /jt/04 APPLICANT:_I=�k_e�," DATE SUBMITTED:C/L/04 SCTM# DISTRICT: 1,000, SECTION: �� , BLOCK: 3 , LOT: SUBDIVISION:4T (,G ADDRESS: CITY: �� � L ZONING DISTRICT: CONFORMING? Wo BUILDING PERMITS OPEN/EXPIRED: PRE C6'&_ R N J��-- BP -Z/ C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED— NOTES: 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 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. -&:% ACT. LOT EOV. REQ. FRONT 3'C;- PROP. FRONT _,"' -RE SIDE -O/Z j ACT. SID REQ. REAR ':::;- PROP. REAR REQ. HEIGHT PRO GHT PROJECT DESCRIPTION: i)b)ALT Fek 226 c,/ F ESTIMATED PROJECT COST: p kU A1FC'HT Fz`g'/ENGINEER f5L WATERFRONT? DESCRIPTION: 6to PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or TO (BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y 00 NEW YORK STATE DEC: PRE-DEC 9 IJ /75 S or NO t DTEa-/-R/+ PERMIT #: SOUTHOLD TOWN TRUSTEES' or� 0 DTE: / / PERMIT #: TOWN ZONING BOARD API' ES r NO DTE: jet/ /� PERMIT#: I TOWN PLAN. BOARD APP O AL: Y r DTE: / / PERMIT #: TOWN HISTORICAL PRE SPL YES or NEW YORK STATE C E COMPLIANCE (SEE PAGE 2)CIE-15 NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: / SF FEE FEE FEE I. SF)- (SF)= SF X $ 2. ( SF)- (SF)= SFX $ =$ +$ 3. ( SF)- ( SF)= SF X $ =$ +$ + - TOTAL: $-c,,2,)-4- f FIELD INSPECTION REPORT ATE COMMENTS p 'rn FOUNDATION(1 / D - G ------------------------------------ FOUNDATION(2ND) Am l/ oe - � Z O ROUGH FRAMING& 0 PLUMBING - 7130,1 �. r' INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 7 3oD � z m J _z d _ F p JJ x p Uk O to a x v b .-3 i SURVEY OF LOT # 5 N MAP OF RE-SUBDIVISION OF BLOCK OF MAP OF REYDON 5HORE-5 W E FILED WITH SUFFOLK COUNTY - MAP # 1215 s 51TUATE: BAw1Ew yacht ba5fn TOWN: SOUT 4OLD SUFFOLK COUNTY, NY SURVEYED 05-13-03 ' a SUFFOLK GOUNTY TAX # -S79040f0S�� r E+ 59.47, CERTIF®TO: - JBFFREYFORCEM I ber ei_ .a bulkheaa v Fl ci i' a, c� 33' � I �v S r f me N y 0� W.\ Yi F :..Z' 6. dot u 6 AV a\ E 46\ e gone Lot # 9 Oct Zone ' N ' Lot n 4 n N °/ �40 lip rip c E� 0M W V EXISTING HOUSE AREA = 1585 S.F. _ EXISTING DECK AREA = 631 S.F. j PROPOSED ADDITION = 234 S.F. y TOTAL = 2450 S.F. LOT AREA = 11662 S.F. `":•"MI" ��' TOTAL GOVERA6E PERCENT = 21 Sia NOTES: '� } o� ■ MONUMENT O PIPE _ '4 LAND S AREA = 11,662 SF OR 0.2, ACRES JOHN C. EHLERS LAND SURVEYOR ELEVATIONS REFER TO MSL NOVD '2G 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 ORAPHIG SGALE I"= 20' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-170.pro ,JUJ {TH T. T.0IZft Y' �7J �%^ - ' fit! I ILMI IUUS t,latn f � 9'OWN C[_.ERH rl• P O. Rn< 1174 cP Ili ��• '-" t „ iLnl,l t`I�.o lurk 1 I IEcI SFr'J7 OF `.'I[,J. -'T':',rPll i.-; A .r�� ICb Fra 1'i I rl� 7hc.l F?1 M,rtPRIAGF OFF-111'R •�.,�, ^'ti Rr coRnS Mld+ACE:MErfr OITICEu It 'i OFF FREEDOM OF INFORWT10R Ir E_F1 "12 'n�JY' OFFICE OF THE TOWN CLERK TOWN OF ;OUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FE)P(q3 ) j , .-end "Certific.ite of Compliance f•,r Development in special Floud Hazarcl Area t 1 6:x;9LET" TOW41 OF SOUT)IOLD Judith T . Terry Southold Town Clerk August 25 , 1993 -\PPLICAT10N s PnGE I pf n TOWN OF SOU HOLD FLOODPLAIN DEVELOPMENT PER-NIIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and ;ien1 — L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issucd. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STA MENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE TO TH ES Y E TRUE AND ACCURATE. (APPLICANTS SIGNATURE)_ _ DATE O Zt G SECTION 2: PROPOSED DEVEL(1PrJENT tTo be completed by APPL.ICAMM 631. 71 fv.yi�Y NAME ADDRESS TELEPHONE aPP JC A14e n 4�st PO�X- - C' r tiY /193 BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, plcuc provide cuough information to easily idcutify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance (o the nearest intersecting road or well-knov.m lar„ima L A sfctch anachcd io this application showing the project location would be helpful. FDP(93 ) I APPLICATION _ PA,-,E 's -1F a DESCP IPT ON OF WORK (Check all appbcablc boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE IYPE ❑ New Structarc ❑ Residential (I-4 Family) AUditioo ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P Q Manufactured (Mobile) Home (in Manu- ❑ Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECTS 000 B. OTHER DEVELOPMENT ACTIVITIES: Q F'dl ❑ Mining ❑ Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ,-j O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construct on N ❑ Subdivision (New or Expansion) ❑ Indr.idual 'Nater or Scwcr Sr_, m O Othrr (Please Specify) - ARrr compacting SFCTlOt1 ;? ;r,PPL_h_:+_r!"F shordd submit farm to Local Administrator for rcvi cv+. MOTION J� FT QDPLAM DETERMINATION (To be completed by LOCAL 4DhfINISTRATOR) The proposed development c Irr=aced on FIRbf Panel No._ J Datrd The Proposed Development Q Isrr OT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PER.MTT IS REQUIRED). ❑ Is located in a Special Flood Hazed Arca. FIRM rant designation is _ 10J-Year flood elevation at the site ts: Fi. NGVD (MSL) ❑ U❑avai.lablc ❑ Fhc propos,:d dcvclnpmcni Is locitrd {❑ a Ilcodway FBP?,t Pancl No. Datcd n . .r - II"O .I L-r 1.1 Idi:Il.l ni, ruln-n DATE _. .r gYpLICATION v PAGE ) OF 4 SECTION a: ADDITIONAL R(FORI.IATIOfd �I1IRED (To he comnlctcd bs LO=ALADMINIST-RATORI The appbcant must submit the documents checked below before the apphcauon can be processed. 0 A site plan showing the location of all crastmg Slructnre S, water bodie„ adjaccot roads, lot dimensions and proposed devclopmCm, 0 Devclopmeol plans,drawn to scale, and spccifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the fast Moor, details of floodproofmg of utilities located below We first Door and details of enclosures below the first floor. Also 0 Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, We applicant must provide LOO-year flood elevations if they are not otherwise available). 0 Plans showing the edeat of watercourse relocation and/or landform alterations. 0 Top of new CdI elevation Ft. NGVD (MSL)- 0 Floodproofmg protection level (non-resideu(ial only) Fl.NGVD (MSL). For , floodproofed structures, applicant must attach certification from rr&cred engineer or architect. 0 Certification from a registered cugncer that the proposed aaivi.y in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and ralculatiorts supporting this Cording must also be submiucd. 0 Other: SECTION S• PERMIT DETERMINATION fTo be completed by f 0\;4L ADELIN_,T RATORI I have determined tha( the proposed activity. A. 0 Is B. 0 Is not in conformance wild provisions of Local Law 1p , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGfdE1) DATE �f B�7;•: ?_i ch_cFcd, the Local Administrator may a;uc a Developmcot Pcrmit upon paymcot of designated (c c. If BOX 8 is c t eked, the Local Administrator 4211 provide a wTirtco summary of drtleiencics. Applicant may r mise and resubmit art application to the Local administrator or may rrquesl a hearing from (he Board of /•ppc nr: • APPLI( ATION a P'•.,.IF 7 C'F I — a.P P E,1 U Appcalcl to Bnrd of Appcals> ❑ Yc ❑ N, Hearing date. Appeals Board Decision --- Approved? ❑ Yes O No Cooditioas SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This sec6ou must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. L Actual (As-Built) Elevauoa of the top of the lowest floor, including basement (in Coastal High Hazard Areas. bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L - Actual (As-Built) Elevation of Boodproofmg protection is FI. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLLINCE V_T1QN fTo be com Ictcd •i LOCAL ADh11NISTRATORI The LOCAL .4DMINIS-1-RATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the communiWs local law for flood damage prevention. INSPECTIONS: DATE BY DEFTCFENCIES? ❑ YES ❑ NO DATF_ BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ Ilk) SECTION g• CERTIFICATE OF OMPLIAN Effo be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE_ BY: Attachment H BAMPLE CERTIFICATE OF COMPLIANCE for Development in i SpeciaL Floud Ht,.:ard Area TOMI OF ;00THOLD CERTIFICATE OF CONIPLLANCE FOP DEVELOPMENT IN A SPECIAL FLOOD HAZARD AR-FA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND TI-IE LOCAL. ADh1INISTRATOR IS TO COMPLETE k OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH TI-IE. REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: _ DATED:-- B. COMPLLANC:� IS HEREBY CERTIFIED WIT[I THE REOUIRENIENTS OF LOCAL LAW # 19, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CiCIJ3 ) to lit C l f E (, c-. I WINDOW / DOOR s9CHE01 u G BELOW TO BE USED WITH DESIGN-PRESSURE UPGRADE KITS(INSTALLED)AND HIGH-PERFORMANCE INSULATED GLAZING ALL OPENINGS TO BE USED WITH IMPACT-RESISTANT GLAZING OR WITH DEBRI PROTECTION ALTERNATIVE (GLAZING PROTECTION TO BE DECIDED BY OWNER.DESIGN-PRESSURE KIT REQUIRED REGARDLESS OF DEBRI PROTECTION) SYM ZONE MANUFACTURE CAT.NO. DESCRIPTION UNIT11 ROUGH CLEAR OPENING GLAZING ANCER S S.F. OPENING S.F.(EGRESS) S.F. U-VALUE MRH MIN.DP UNITDP Tw2/04/O / o a REQUIRED NOTES let w 6 r HuN Z s /. -- l3 o U G/tA0 r G DEBRI PROTE TION ALTERNATIVE AS PER SECTION 1609.1 N.Y.S. RES.CONST. CODE FASTNER PANEL SPAN 2 FEET<PANE FEET<PAN 6 FEET<PANEL WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' TYPE <2 FEET SPAN<4 FEET SPAN<6 FEETSPAN<8 FEET AND MAXIMUM PANEL SPAN OF 8 FEET SHALL.BE PERMITTED FOR 2-1/2'#6 OPENING PROTECTION IN ONE-AND TWO.STORY BUILDINGS.PANELS OOD SCREWS 16 16 12 9 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT 2-1/2 HARDWARE PROVIDED. OOD SCRR EWS 16 16 16 12 f}!44Sit � � -y o � k , �V g W233Q -t F WWD BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I � I I � I,• I •i I , I I I . I ' I x-' I � . I � I I ' . I I II h' r ULTIPLE SECTION ASSEMBLY: 1/4'THICK BOLTS @ Z OC I, II I l N.T.S. la,. J;; ,a,•' IJ. FOR PANEL SPANS: I I I I I I 4'OR WIDER SPAN I I II 23/32'APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4•) 2x4 STRONG-BACKS @ 24'OC I I I I ASSEMBLY: 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3•(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW Q 12'O.C. 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ h WASHERS) C VINE OR STAINLESS STEEL DA WOOD SCREW Q 15' c�b� UV ALTERNATIVE FASTNER FOR SHUTTER.TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 12.O.C. it 02 23 -t° 4'0 ROOF VENT ROOF 4 ATTIC 11/4 112 1114 ;11.4 11/4 3 SH WER SH WER SECOND FLOO i 114 J 7 1 1f4 C. I C.O. KITCkiEN RATH'1 3• 111! 4 112 1114 4 3 F.A.I. D.W SIN SH WEIR FIRST FLOOR Z 1114 02 _ C.O, ROSFhAFNj 1114 1114 4 W M SIN BASEMENT '// �• 112 112 i• + RtQis C.OI _ ���Ay 4•CA. TO APROVED SEPTIC SYSTEM / TwOUSE ?z -4 T-PER FOOT PITCH TO w PLUMBING SCHEMATIC Ao '� N.T.S. O ICE REVISIONS: UNDERWRITERS CERTIFICATE REQUIRED PLUMBING EXISTING CONSTRUCTION TO REMAIN AERVEDAS NOTEDAI,LPLUM LINES ASTE NEED$WATER LINES NEEDDATE: B.P.# 36(k6.r✓ TESTING BEFORE COVERIN_________ EXISTING CONSTRUCTION TO BE REMOVED FEE: BY - NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE EmmmEmEmmmmm NEW INTERIOR OR EXTERIOR WALL FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED COMPLY WITH ALL E 2. ROUGH FOR POURED FRAMINGCRETE& PLUMBING EW YORK STATE& O ODES EXISTING WINDOW TO REMAIN 3. INSULATION REOUIRED AND ONS OF 4. FINAL - CONSTRUCTION MUST 3 $DIIDgIp BE COMPLETE FOR C.O. NEW DOOR / OPENING WIRri ALL CONSTRU6 OF THE CODES HALL EOF NEW ET THE �� YORK STATE. OT RESPONSIBLE FOR SOIIIID EXISTING WINDOW TO DE REMOVED DESIGN OR C NSTRUCTION ERRORS. '� N.YS.DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE 11, OF OCCUPANCY O m o NRETAIN WATER O PURSUANTORM TO SECTION 5.OCFF < m r EX 1 ST I NG EXISTING OF THE TOWN CODE. � 'a= � Z m OoU ALL CONSTRUCTION SHALL d MEET THE REQUIREMENTS+OF TH� 0 O tL CODES OF NEW YORK STATE. to 0. LU FLOOD ZONE 4 ��g aC " o COMPLY WITH CHAPTER "46* FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. EXIST. GLO5ET CLOSET CERTIFICATION OF NAILING &CONNECTIONS REQUIRED. BEDROOM I EXIST. BR ON LEA D RCERTIICATIO ONTENTBEFORE Uml D CERTIF/CA TE OF OCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEMCANNOT ER Fk�sr EXCEED 2110 OF P%LEAD. EXIST. ,j BATH BATH �k < N T p zlnco Q �L GELLAR W CELLAR O BEDROOM FOYER N ENTRY EXISTING ENTRY W O LL 01 e —a — r FOYER 10 o z UY ---41 _ ----- -----�-`-------j----- Y1J tf� BEDROOM A 4'-0° A = OL GONG. STOOP TO - BE REMOVED PROPOSED a- BEDROOM A\ - o w Q OL T VAULTED GLC. s e8 EXIST. BR A PROPOSED ry� WD. DECK Z 6/ ` 6'-1" 1- TWZIO41o ( l0 0 U 40 x IS'-8" 10'-5Y2° LINE OF GABLE 8._6,. COLUMNS TO ROOF ABOVE IGABLE ROOF ABOVE EX I STING FIRST FLOOR PLAN PROPOSED F I RST FLOOR PLAN SCALE: Y4" = 1'-0" SCALE: Y4" = 1'-0" DRAWN: JOHN R. `z¢ ~pe, SCALE: 51 119.Y SCHEN JOB #: #5 �b 9asaA,* DATE: 1/12/04 *Ir p SHEET NUMBER: REVISIONS: GABLE ROOF TO BE REMOVED _ ❑ GABLE ROOF TO BE REMOVED SHED ROOF TO BEEREMOVEDO BE REMOVED _ 14 O < ® ® LLINE OF FIN. — — O LL INE OF FIN. FLOOR —OR _FLOOR GRADE GRADE GONG. STOOP TO GONG. STOOP D- BE BE REMOVED TO BE REMOVED EXISTING NORTH ELEVATION EXISTING WEST ELEVATION SCALE: Ya" = I '-O" SCALE: Ya" = P-O" z � O > O L NEW GABLE ROOF Y z -- U z LU QL — ❑ SHED ROOF REWORKED INTO NEW ROOF r ❑ ❑ ❑ - I i LINE OF FIN. LINE OF FIN. FLOOR FLOOR—, _ — — — — — — — — — — GRADE GRADE FL OD VEN EXISTING V.LF. FLOOD VENT O PROPOSED FOOTING\FOUNDATION DEPTH OF FOOTING PP — — — — — — — — _ ❑ - - - - - - - � ❑- - - - - - - - - - - �_ - ❑ � m — — VFROFOSED FOOTING\FOUNDATION DRAWN: JOHN R. SCALE: 1/4'1=11-0" JOB #: #5 PROP05ED NORTH ELEVA710N °%�'tJScy �� DATE° I/12/04 SCALE, Ya° = I '-O° PROPOSED WEST ELE��4T1 ON ❑ SHEET NUMBER: SCALE: Ya" = P-O" V"�r o "" � REV 151 ONS: H16H7 V.I.F. TO MATCH EXISTING b"MIN CRAWL SPACE 1=1111 1II 11 r � I 111111111' I l 111111 •;; ° VIII 111111111 1111111 � 1 11 1 _ ? I ,I�' III111111111i1II =III=11111 F =' ll illl11111�I�III� 11_illl 1'-4" El I GRI <E L - - - T'IAL AL FOUNDATION NALL N `v m ► SCALE: Y2" = I '-0" QL C m a I m Lu t it in X /! IL v- 0 L — — — — EXIST. WAST LINE O PROPOSED ROOF PROPOSED \ EXI57ING ROOF PLAN SCALE: Ye" = I'-O" O ` z -_ EXI57IN� w� wD BASEMENT T - REMOVE EXIST. WINDOW 8 z GUT EXIST. FND. TO ACCESS CRAWL SPACE Z UNDER ADDITION Z ROOF CONST. 1 -4 ASPHALT SHINGLES OVER I5# BLDG PAPER 4 — — — __1 FF — CE/WETHER SHIELD ON Y2"G1;)X PLY. ON 2"X8" R.R. @ I6 O.G. W/ APPROVED RAFTIER TO PLATE 70 — EXISTING V.I.F. Q STUD HURRICANE CLIP (SEE DETAILS) 0 a " 4'-7° J DEPTH OF FOOTING I u � j � W/ 4" R-28 RIGID INSULATION BETWEEN. i F p Z c0 � CONT. RIDGE VENT W z I" MIN AIR SPACE (TYP) CRICKET GRIGKET z iILL — -12 a (1� Imo ' s'-1a' EXISTING o- CONT. SOFFIT VENT (TYP) COLLAR PROPOSED FOOTING L TIES \FOUNDATION J 0 WALL CONST. g SIDING TO MATCH EXISTING (V.I.F.) OVERLL \ J B O 6 TYVEK ON Y2"GDX PLY. ON 2"X6" 0 6 r 6 EXISTING t \ \ — — — / / I— — — STUDS (9 I6" O.G. W/ APPROVED HURRICANE STRAPS TO PLATE (SEE DETAILS) W/R-Iq ILL INSULATION BETWEEN, FINISH W/Y2" GYP. W.B. FLOOD VENT m GRADE _ rFI I—III III I I=11 MIND—III—III =III II III—III=III —III II -�=III =.11 _I -III II LEXISTING L--III -III —I l = =III =1TI I, II UI II :' =III —III 2 I SLAB ON _III III lil III I I „I I I- 1I I—III III I I-111 III I S I 11=III I I III I— �/ /� HIGI�T V. I .Q. TD MATC+� EXISTING _- III =111111 COMPACTED EARTH -II =III PROPOSED \ EXISTIMIG FOUNDATION PLAN -- — 1 l l=III=III=I 111= I-1 it _I l 11 1 1111=111= l l 111 l IIII l i 11 1=11 : II -1---- I =I - SCALE: Yy" 1'-0" 8" P.G. WALL ON 8"X16" F007IN6 FLOOR CONST. DRAWN: JOHN R. T � 3/4" WD. FLR. ON `)/W`)/WB6 PLY. SUB FLR. .=z.A SCALE: 5 NOTED� o R��yJOB #: #5 ON 2"X8" F.J. o I6" O.C. NSCyy c�` DATE: 1/12/04 W/R-BO INSULATION BETWEEN 5EGTION A—A SHEET NUMBER: SCALE: Ya° = 1'-Q" ►; r 1 k X \sr 02234F. ,g OF NIL 4�� GENERAL JAS �I x/�''1'� WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ! E 1ERAL 1 \OTEV - -- -- ROOF FRAMING: OCCUPANCY LANGCLASSIFICATIONUSE 3 E51 ENTIAL N.rl'1'� 11 RIDGE90RAFIER ASSEMBLY: - !_l - I-VV-- - -ACEI _ACEI- BWLDING_I15E Wilson 20gongs straps hallhaf le III.to p,ftpairof ig.1 Inacoodemo 111 lneq irA ,JOINT DESCRIPTION NAIL NAIL NOTES Whnnaml[.relR lsysrdin taunts ridgrsstrnp,Thr.nnnnlero110d common rrnlls required __ ___ _OTY _ _ SPACIIJG ___ _ BUILDING HEIGHT In each end of rile collar lie need not exceed Ito tabulated nm,ber of Bit mule In ifle strap. FW1 ER TO 9'War b 3-Bd COMMON FACII TOTAL 50. FT. OF CONSTRUCTION CONSTRUCTION NOTES_ _ ICE-NaL If Ih,hrlumm�llnn wllbm llnis set ul canslluNluu durwnm A sisnabledtobnsladipsen 2) RAFTER-IO-WALL ASSEMBLY' TOP PLATE- IR WALL 4-ed COMMON RAF7ER CEILING JOIST W WAIL 3-Od COMMON FACH DESIGN CRITERIA PRESCRIPTIVE AS PER N.T.S. RESIDENTIAL CONSTRUCTION CODE AND irrmnl and framing details they mr Intended es a ronslnulion aid,nml a suhsa sure Lnlera Training and shear wall connections for ra(eer,settlor r iu ie to tap p nllr.hail be n l O TOP PLATE IB'WALL:4-Bel COMMON ,JOIST TUE-NAIL 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building pracllce and compliance wllh current New York accordance to table 33.When a railer or buss do not fall in line Wilt]studs beow,r, ler. __ . ._____ __-____ _---_ Stat,building codes.The General Deutsche,is responslhle for pmvidlvg'hiral M or trusses shall be alloched to the wall tap plate and the well lop plot,shall be attached to CEII-11lr JOI BT TO AS PER TABLE 3.7 EACI I FACE FRAMING ELEMENTS AS PER FLOOR PLANS. OR055 SECTION AND GENERAL NOTES countn¢1lon details and proredums In ensure a professionally Inlshed,sleaclurally Iha to the well.Intl will vplAl cgnnecllgns Roofs tntsmin9m,fire man led.of the bulldle, PARALLEL RAFTER _WFCM-_SRC_ LAP NAIL Ext. BALCONIES 60 sound and a weathaperof completed product shell be contended with uplift connections In accordance with table 3.3c ctai 11JG JOJS r LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 2) The General Carbon.,is responsible for,malar trial all work and conslruetlon 3) WALL-TO-WALL ASSEMBLY OVER PAR IIIION WFCM-SBC LAP- IJAIL ATTICS w/o STORAGE noels anneal federal,stale,count and oral reed,,,nrdbmncs and ra IRllem,nuc Wallslide above and sWda below a Ileo love)shall be alanrhnd wlb uplift rameclimm n COI LAR 1 I AS PER TABLE_3.4 EACH FACE ATTICS w/ STORAGE 20 Y gu , TO RAPIER WE-CM-SBC END NAIL DESIGN LOAD CALCULATIONS These cedes are In be even 11 considered as part al the sperilimrlons for This building and cluda once e e rnhle 3.I When wall slurs abatis do nal tall m bee lih studs r aw,arse -_.. ... -.___ _ ROOF !GROUND SNOW LOAD) 45 should be adhered to oven II In varlonce wllr the plan .Oris shall he al[.rhed to v common member In the Boar assennbly wllh upill[connectors In PLUCKING 2_Bit COMMON EAhI I l DE (LIVE LOADS PSF) ROOMS (OTHER SLEEPI THAN SLEEPING) 40 accordance.111,table 33 TO RAFTER ENO NAIL 31.Or rusuone.boll lake precedent aver scaled drawings. RIM BOARD EACII END ROOMS (SLEEPING) 30 (DO 14UT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION TO RAFTER Z-ifid COMMON END NAIL STAIRS 40 That wall studs shall be connected la the foundation,sill plate,or Isi plate wllhupllfl GAURDRAILS PANT DIRECTION) 200 ! - 4) The designer has ml been.,,a...d for construction supervision and assunrss no rnnnadnm, Sleet.Imps shall have amhrinnlm embedment.17in 'n�rhse In consist, WALL FRAMING: _ ...perwhillly for consbrcrlon coordinating with these,plans,nor responsibility for frended..Rod slob-mr-grade,15 inches In mammy hleck[aundIrIms,or lopped ands., NAIL NAIL FXP05URE CATAGORY ronsdri llop means,molhods,techniques,segs moss,or procedures,or far musty Ilre plata and..tied In accordance will,Jobie 3 3b.When steel slops ere lopped uMer the JOINT DESCRIPTION NOTES QTY SPA prennulrnns and progems in connection with the work There are no warranties for a bottom plot.,3Ind,square washes shall be used with the anchor bolas Anchor hula ___ -- LOAD PATH SEE CONSTRUCTION ANDWIIJD PATH CONNECTION - _ - _ specllic use expressed orlmplled In the use of these plains .peering Is In be spaced and szad in accedence to loble 3.2a,In addition to spacing, TOP PLATE TO PER FACE NAIL - (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE anchor bolls era 1.be spnd TOP aced between 6-12 Inches Iron,lire end of.sill plate aall 2-ifid COMMON PLAT FOCI T SEE IJOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5) Perot[a the Window and Door schedule for exterior opanbl" gs coa . IOP PLAT ES AT ,JOINTS FACE 4-ifid COMMON EG E55 SEE FLOOR PLANS AND WINDOW SCHEGULE INIERSECTIOWS EA SIDE MAIL 6) Tire Genera[Contractor is to gasom[flat masoay or psfabrac[ed llreplaces nicer. 5) TI'PE I EXTERIOR SIIEA13WALL CONNECTIONS STUUTO 24FACE or exceeds manufacture's specifcagans and applicable codes Type l exleie shear walls will o minimum.171 f6 inch wood slmduml panel air aha rale,lot STUD 2-16d COMMON cc NAIL attached with Rd cmnmon nails at 6"n c at the panel edges mrd 12"a r, In Thu hard,and ------- --- -- ------ 7) Tire General Contractor Is 1.arso ull will,aha owner for ell broil-in Items 112 Inch gypsum wallboard on the Inlvdnrairmailed with 5d cooler rrnlls as 7"o r. it panel HEADER TO 16d COMMON I6"O C FACE such es bookcases,sh.Ivbg,penhy,closers,Vimr,aic edges and 10"o R.in[be geld shall be in accordance with Wa length requirements specified _ HEADER - - EACI ALOIJG EDRESbookcases, In table 3.15.-b, TDP OR BOTTOM 2-16d CONAIL MMON PER 2x4 STUD END B).Wind load requirements shall be taken into account dining construction _PLAT E TO STUD- 3-1Ad COMMON PER 2.5 STUD NAIL c 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS. BOTTOM PLN E TO FOUNDATION NOTES: Type 11 examen shemw.11. hoHoeel the requirements of table 3.15.-b limes the aplaprl.le FLOOR JOIST,BANDJOISI, 2- ifid COMMON PER FACE NAIL PLUMBING RISER DIAGRAM 1) The General Contractor end Mason to review plans,elevations,details end notes to length admslmenl Merge In table 316 END JOIST OR BLOCKING FOOT SEE NOTE 1,2 tleiennlne Intended heights al gnislod flampt)above lyplcal grade. 7) INTERIOR SI IFAR GALL CONNECTIONSFLOOR FRAMING; 2 All on undisturbed sell /Nfaweble sldrwall l.ngrhs provided in table 3.14 shall be contest an be Into...od when '-'" --- I Bell imelo chemWelle oeused.Sheri and connections shall be In accordance Wil, J01141 DESCRIP110N NAIL NAIL NO7ES 2.4 4.2 and 2 24 respectively _ UI SPACING 3) Previde1/2"expansion Joint malerlal between co,norralabs and abulling JOIST 10 PER 10E ry g P) CONNECT IONS AROUND EXTERIOR WALL OPENINGS: 4-ed COMMON concrete or meson walls occurin In exterior unheated interior areas. SILL,TOP OR GIRUER ,101ST NAIL I lowterandfor girder cmmmetlons shall be arbched with uplift connections in,mediae, BRIDGING EACII TOE 4) Any new concrete walls being muched to exisllug concrete structure shalt vdll table 35 Window sill Tates shall be have glee]connectors In accordance with table TO,JOIST 2-Pd COMMON END NAIL he laslalledwlth flits-lear,iB"long al12"an.Use nppoved epoxyforinslalJ.Von. p .. __-- __- EACI. _ _- FIRE PROTECTION 3.5 BLOCKFIG EACII IUE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS 5) Unless othembe noted,all slabs oil grade to he 2500 PRA Concrete to be 2-Bd COMMON TO JOIST END !JAIL al ere. I J a)a In b use ASSEMBLY G T - --- - TRU65 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION toned on A Inch I112I sand or gavel All with 6x6 wire mesh reinforcing Interior slabs Where a ridge Ie m ho used as a lope romances Ihgll b eat shag either ni mtrhed and BLOCKING TO FL CII NAE amlmred on Ivp nl the been or slope cgnnaclgrr shNl be aaloched ag each rafter-to-rldga 3-ifid COMMON ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I lobe nniilmum 3-112 Inch thick SILL OR TOP PLAT BLOCK NAIL along tire open coling pad of the building Cmmectmns to Ramiro and Wall shall be be LEDGER 51 RIP EACH FACE EI CmvA spaces to be rymvidetl wlaheminknum iB"x24"access opening Install ane attached with the above roqutamats TO BEAM 3-16d COMMON JOIST NAIL -- Bxibar,.tiranlom,daebnv.ngfotevery,6Brq 9.of.rea. - - - -- JOIST - PFI: Tom CLIMATIC & GEOGRAPHIC DESIGN CRITERIA DECK AND COVERED PORCH NOTES: 3-Ba cDdN+oN 71 Dam rant exlnrlorafroundallan wllh bituminois roalinq ns er.,erten R40Ei of --- - TOBEAM JOIST NAIL oP P - ---- GROUND WIND SEISMIC FROST WINTER ICESHIELO NVR Residential Construction CmJkLA6-m11 po1yelhylerre flu shall be applied over 1) Urdess otherwise noted,all Itaning material to be NI ACD pn assure treated lumber BAND.I0151 PER END SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD All Inslenars,flan 3-16d COMMON HAZARDS Ilia below grade portion of exterior walls prior to hachflling Nets and torwhme to be galAnlxed or stainless great. IU JOI ST J0IST NAIL ED AD (MPH) CATEGORY DEPTH TEMP. REQUIRED " -ACEI BAUD JOIS r TO PER lOF IJAIL 6) Urainaga as persecllgn R405 gfNY.S.Raslden0al Conslrucllon Code 2) Glelens len deck joists to be(2)2x10,bolted to each post will i wash ere and nuts 2-ifid COMMON MODERATE SLIGHTTO - - "--- Girders on concrete piers shell be anchored with proper groat conneclgrs anchored �_ SILL OR TOP PLATE _FOOT SEE NOTE: I AS HAS. 120 B SEVERE 4FT. 11 NONE FRAMING NOTES Iron sonnei wiW a minimum 112"ria x 7-Lou,anchor bola Will...at,..a ad a.[a ROOF SHEATHING; .. TD HEAVY MODERATE NAIL 1) All rmmbg[.ebdquirs aria melhads as prescriptive design of 1995580 High wind 3) Postssuppodleg girders seen ba anchored to t f2"x12"x12"IIIIA cancer[.taming. JOIIJT OESCRIPIION .1 A SPACIIJG OTHER ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Edlllon Wood Framing Construction MgnuoL Us.a mbdnnnm 1l2"ala x 7"long a¢hor boll wish wvshers and nuts Poolings Shall - -=_ -----be 4 A.below grade STRUCTURAL PAPIEI. Bd AS PER TABLE 3.9 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 21 Unless.rherwiseneted,all framing and stmcbral wood material to be 112+BTR __ WFCM SBC AT PANEL EDGES SUPPORTS IN O IE PANEL FIELD Douglas Fir 4).Deck joists to have blocking at 69 a c CEILING SHEATHING. 4'PERIMETER EDGEZONE Ad COMMON@6"OC. Bd COMMQN@6^D.G. _ SEENOTES:1,3 ' 3) Floors,walls,cellln sand rvflers rg be s aced al 16111ches o.a.unless noted Air -L - - SEE NOTES' 1 (DOTI I FIELDS) 9 P 5) ,rtr to be f of IDInch Ibsliingar,llbe of.b ell hrtwecuthe Rd ledger J0114T DESCRIPTION IJAIL NCL INTERIORZONE Bd COMMON@6"OIC 0d COMMON@ITOC' N OTE:2 FOR PAN EL Ft ELD nlhawise, where need ingaened to bulldingw%,ih 112"ata bolls wllhwashers and nuts OTY SPACINGfi}Cor c�rele plena shall be a mibbnunn 6"above grade WALLBOARD 'i- 10"01 El GABLE ENDWALL RAKE AIJU RARE TRUSS Btl IIVOTES 0.0 Ad COMMON @ 4-O.C. SEE NOTES:1,3 4) Unless alherwl..Rated,Ill bearing..If treader s he be(2)2x10112+BTR Doug Ft, 1GDOLERS 0.1 Bearing wall ha,res to have(2)Jack studs and(2)full length studs on e.cr side o1 all openings.LVL headers 1.have(3)Jack ends lot 1.111englh studs on eacberdeof (WALL SHEA UHING. _ gteuings Dealing wall window sills shell also have(2)Wiadmv sill plains lar 2x4 wall 7) AII)vlats to treatments]will,hangers and anchor Eri Joist shall also he anchored - --- - - ----- THESE NOTES ARE ONLY TO BE REFERRED TO)IF MENTIONED IN SCHEDULE NOTES ONLY. 'loaning,reason 4-1 and SO Rd 2x6..If openings between 5'11 and AT,Provide lure to Dafer(s) JOINT DESCRIPTION NAIL NAIL NOTES and blocldng where npplicebl. __ _ -QTY. SPACING I) For roof sh nothing Will In 4 feet of she Rental I ledge of 11 is roof,lududing 4 feel on each side of the roar peak, B) Covered Roofs shall be assembled and aadmand the snug manner as a typical building S1 RUCT URAL Bd COMMON AS PER TABLE 3.9 the 4 foot partner.,edge zone eltad menus required shall be used 5) All Gush be.rtisRmnders to he Installed with heavy duly galvinized hangers and - --n -- ---- "-n- - PANELS WFCM-SBC 2 Tahulaled 121ncho r. nulls ado ro, .se .shearhiu Cbdnnd In rl olflatruss fmmin members with Go > 19. anchors where applicable to all connecting lolsls PLUM DING NOTE) 7116"OSB fid COMMON 3"p0 FLUE For l., Amembers.,ihell g2<G<O149,Uspacing pacing shall beredmad to 6 inches o c 6) D inblo uP farelousls srdo,walls Thal run pamllrl to the floor Jobe marl under bathtubs II.All molar ripply,drainage and venting to be lnslalled as per N Y S Fascicular PLYWOOD s"O.C,FIELD - Liverslohaveceramiclllalosblledshallbdverrfedforpmperload capacity oilers Ruled Conslrucl[.R Code GYPSUM Sd COOLERS 7" SO EDGE 3) Tabu61ed 4 inch R cmad spacing essumesshemllung to taller f lmsa framing members with 0>o 49.For I,, _ WALLBOARD _ NE 0 C FIELD framing members with 042<G<0.49,(lie nail spacing shall be reduced to 3Inches o,c o Al,".p 21.Verily septic system with the Engineer for 5uf(olk County Henllh Department approval pp 0]''�T7'�'�1j 7) er.11b barren, ging lnfoorjolslsal B'9are,Use solid blocking lnfloor laisls I LVVI�_SI_I.CAT SHEATHING: under all basila IIs 9) If wall shrrlg,plates or)ousts aro cul nil during Instalbllnn Jnr may plurtihing rdnlyd work, NAIL NCL gwa ,JOINT DESCRIPTION NOTES ste[.idmdeandmaon"InWareRd's Islas �e_ei`onand oxin_lip;oiesiiae.Ve bi will hennnr.d. - II-III - - °`Y BP"-°i"LG- WALL SHEATHING REQUIREMENTS FO__R__WIND LOADS: B) Pmvidelnsulollgu baffes ar nave vents between alters,Install droll blgcking vs STRUCTURAL PANELS 5"OC.EUIlE needed c e G 7"UR LESS fid COMMON 12"O C FIELD NAIL SPACING NAIL SPACING AT INTERMEDINE HVAC S'YS'TEM NOTES' _ SHEATI ZING LOCATIOIJ AT PANEL EDGES SUPPORTS IN THE PANEL FIELDFNIT'E NOTES 9).Unless otherwise noted,all roofs and walls to have,a minimum 112"Ihick,4-ply Fir j�lechanicnl smbconlydclor is responsible for adimaring to ell appllcoble nodes and salary N OTE TES'1,3(ROTI FIELDS) COX strong,Id eabing gold.plywood.Plywood to cover over plates end heading requirement, - - A'EDGE ZONE Bd COMMON @ 6"O C Bd COMMON @ 12"O.C.oTI IESE NOTES ARE ONLY TO BE REFERRED TO IFto) Unless otherwise noted use 314"Irick TBG PTS Fir or AdvmMch plywood arbl[.or 2) IIVAC suhcotoc[or fs to fully co rd uirts.11 system data and mquiremen[s w ill Ire MENTIONED IN SCHEDULE NOTES ONLY INTERIOR ZONE Bd COMMON @ G"O C fid COMMON @ 12"O.C. SEE NOTE 3 .nfir will PI- 00 adhoslvv ead....Wad 1.Boor Jousts Finished floor 1.he uncalled equlpomt supplier. leSo Durr stb0oor as per manufacture's Terrariums 1) kohl,mgtimal.nra err based an wall sheothfi, NOTE 3) IIVAC subcontractor to provide final 5ve ern layout drawing and subm111110 At,General naiad 6"on-anile'al Thr,ponrI"I'm Ilwall s amh[nq 11),All blhoem walls to have 112"IIIA ami-reslcbnl clabstack Garage walls acrd Coalolctoread owner lm[filet renew and approval isnallod 3"1,, at Tin panel edge to nblakn hITur, TIIESE NOTES ARE ONLY TO BE REFERRED]TO IF MEN HONED IN SCHEDULE NOTES ONLY. rilnngs and over homes to haves [luck type-xsheelroclr.All other pads of hulliln, --- -- .hart repndlles.rmibngoqulienrenls for sWcturnl to have re,u1or1/2"sheeteck.All walls to be report and finished. ELECTRICAL NOTES. members shall he donhied,or allarnme conneraos, 1) For wall sheabing wllhirr 4 feet of the corners, Iha 4 fool edge zone a treatment requiromenk shall such as shoor plates,shell be used to maintain load path be used. 12),All roof will,re plich less than 412 slall be Mg[.Iled vAll,an Ice B Water banter or 11 All electrical to be Installed as per Y S Residential Coraborllon Code _ approved equal.Flat reals shell be applied will,a flung rIs bas.sheet wllh an EPDM 2) When wall sionstoup is noemuous over amureled 2) Tabulated 121ncfl o c no11 spasm,occurring sHeall I,olfeched to stud training mantes with Bach down type Rai or. 2),All electrical work shall be approved by a qualified W nderwrner, noel obers,the tabulated number of nails shall be parrot lied G>g 49 Far framing member.With 0142<6S the mall spacings shall be reduced to 6Ill..a to be reduced fol -1 fid toll per fact. OR,All sill pules and wood In contact with cancmle to he pressure treated.Sill plates to, 3).Install Smoke daterol.and Corbin Monoxide detectors lin oughoul as per reciter R317 3) Far,alone,penal srding,galvirnzed box mol.shall be pennlltad to be substituted for cmnmon rens be Installed With a foam sill gaakel and cop-r-box teniae,shield or approved motor of N Y S Resldadlel Consoncllon Code IN SC/y�L Qh Y fly P'. 4g. J22159 O I CONSTRUCTION DETAILS # WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONN ECT©RS CONNECTION LOCATION, PART NUMBER: RIDGE-TO-RAFTERSLSTA24 NOTE APPLY 70 EACH PAIR OF RAFT \ RAFTER-TO-WALL RT20 ERS APPLY TO EACH RAFTER RAFTER -0 NOTCHED RAFTER p ' �� G \ RAFTER-TO-PLATE RTI& APPLY TO EACH RAFTER RIDGE (USE WITH SPTHR4 CONNECTOR) —/ I RIDGE-----.�E) PLATE-TO4WALL_STUD 5PTW4 APPLY TO EACH WgLL, STW J2ND, FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD ij HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CixIPPLE STUD-TO-HEgDER RT3 OR RT'T �—T—�- VJ APPLY TO EACH GRIPPI�E STUD_ f SHEAR WALL HOLDDOWN ANCHOR ADS5 ���III APPLY TO EACH SIDEWALL ,ENp TYPICAL RIDGE TO RAFTER &TRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING IST, FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) R USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER -- PROVIDE 1/2" SPACING BETWEEN THE END STUD RAFTER— AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION FOR INSOWING TALLATION CONNECT CORNER STUD ANCHOR SO LT CONNECTION FOUNDATION SWINA.ANCHOR COLT HOLDDOWN INSTALLATION S PORT G MAXIM M 8P CNG TOP PLATE --e TOP PLATE TO TRANSFER $HEAR SILLPLATETOFDUNQATION 7z oq CRA L5 F 1STDflY o FASTEN WITH (2) 16d SICL PLATE T,Q,FQUNDATION COMMON NAILS m b" O,C,° S a DAT N' 2sTORIE-9 36'OC WALL STUD --/ WALL STUD / 0 WALL BOTTOM PLATE TO FOUNDATION SIDEWALL S -ON- O 1-25TORIES . ST OC ENDWALL USE WITH 3x3 SQUARE; WASHERS TYPICAL RAFTO2 TO WALL STUD CONNECTION ALr£RNgTtyE NSP LBPSr's'Oka BpSS3) — — — t+aAFTET� TO WA STUD NEGTION SHEAR wall CORNER CONNEsCTION I 2ND. FLOOR WALL STUD - N \ KING STUDS— v WOOD JOIST— \ �� 2ND. FLOOR PLATE `r CRIPPLE STUD SUBFL,OOR BLOCKING: RIM BOARD WOOD JOIST—�-p HEADER— -�� GIRDER/HEADER— R.IST. FLOOR TOP PLATES WOOD GIRDER - EJ p JACK STUDS WOOD JOIST-- YIYIAAJJII 157 FLOOR WALL STUD p 401§:L FRAMING OVER WOOD GIBBER J hRAMING FLUSH WITH GIR_Dk�/HEADER TYPICAL WEApR CONNECTION TYPICA— L 1NULTI-STORY GpN4�ECTl©NS �\ IST. FLOOR WALL STUD p * \ / 1ST. FLOOR PLATTE — \ > SUBFLOOR WALL STUD BOTTOM PLATE WALL STUD O SILL GASKET BATHTUB , !BOTTOM PLATE RIM BOAK2D t �)y� ' DOUBLE JOIB'T IIhyW' BUi3 FLOOR TERMITE SHIELD DOUBLE JOIST DOUBLE SILL PLATE DBL, SILL PLATES (TO OVERLAP JOINTS')., FOUNDATION WAILL a FOUNDATION ,WALL; IV DOWBL� JOIST I"OR UNDER A BATHTUB � � ;' -- —= DOEI! JOIST FOR NON*IE AMNG WALL$ IST . FLOOR TO FOW�4pATION CONNECTIONS SILL PLATES TO FOUNDATION ANC14 ,, r J[i339 y0