Loading...
HomeMy WebLinkAbout31177-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31781 Date: 08/28/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 195 SKUNK LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 85 Block 3 Lot 2.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 20, 2005 pursuant to which Building Permit No. 31177-Z dated JUNE 1, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH COVERED FRONT PORCHES AS APPLIED FOR AND AS PER CONDITIONS OF ZBA #5286 DATED APRIL 17, 2003 . The certificate is issued to CACIOPPO LIVING TRUST (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0141 07/28/06 ELECTRICAL CERTIFICATE NO. 2072769 01/10/06 PLUMBERS CERTIFICATION DATED 03/10/06 BYRON E. WITHJACK Authorized Signature Rev. 1/81 - ^P26�1�131� Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 , APPLICATION FOR CERTIFICATE OF OCCUPANCY;i . MAY 1 6 This application must be filled in by typewriter or ink and submitted to the Building Depa met>lt-W!"e_fellowing:_I A. For new building or new use: TQV!,? CS sUj -JVD 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. S'/D ',t,;7 6 New Construction: Old or Pre-existing Building: / (check one) Location of Property: // � ��/� l//1�j� �t/3. (_�67_ / House No. Street Hamlet Owner or Owners of Property: A?zzz r94 �R ( 9/6 0& Suffolk County Tax Map No 1000, Section 9115�_ Block �—' Lot 2 Subdivision Filed Map. Lot: Permit No.__�_7&7 7 Date of Permit. Applicant:�/t hcie�� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ OZ Applicant Signature �-� og69 c � �31�g1 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. 31177 Z Date JUNE 1, 2005 Permission is hereby granted to : PAUL F CACIOPPO PO BOX 249 NEW SUFFOLK,NY 11956 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCHES AS APPLIED FOR PER ZBA DECISION #5286 at premises located at 195 SKUNK LA CUTCHOGUE County Tax Map No. 473889 Section 085 Block 0003 Lot No. 002 . 002 pursuant to application dated MAY 20, 2005 and approved by the Building Inspector to expire on DECEMBER 1, 2006 . Fee $ 736 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 7 cPPLPLrL3�r�r�rJJr �rJ�P�nP1P �� n�r��� ���r��J� P��� P��r � �nrJrr2PRrJL3LrLr Lr@PLn Co 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 21 BUREAU 40 FULTTON STREET F C NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 HUBBARD ELECTRIC PAUL & MAUREEN CACIOPPO 5 �j 178 HUBBARD AVENUE 195 SKUNK LN. 5 5 RIVERHEAD, NY 11901, CUTCHOGUE, NY 11935 5 Located at 195 SKUNK LN. CUTCHOGUE, NY 11935 c5 t5 Application Number: 2072789 Certificate Number: 2072769 5 Section: Block: Lot: Building Permit:31177 BDC: ns11 5 5 Residential 1200-1799 square ft. 5 rr5 Described as a 9 occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor,Outside,Attic, 5 �c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 10th Day of January,2006. 5 5 Name 2 Rate Rating Circuit Type C 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 KW 5 5 5 Range 1 0 12.5 KW 5 Exhaust Fan 3 0 F.H.P. 5 5 Clothes Dryer 1 0 30 Amps 5 'LJ Furnace 1 0 Oil 5 S5 Air Conditioner 1 0 30 Amps 5 Wiring and Devices 5 5 Outlet 29 0 Fixture 5 Fixture 27 0 Incandescent 5 Fixture 2 0 Flourescent Cj Outlet 77 0 General Purpose 5 5 Receptacle 41 0 General Purpose 5 5 5 Switch 41 0 General Purpose seal Paddle Fan 4 0 5 Continued on Next Page 1 of 2 c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D rJ�cPrJ"cPcPc.ffJ'cPcPcPcPrJ�cPrJ�cPtJ@PrJ�rJ�rJ�rJ�rnrJ�rJ@PrJr>1'arJ�rJ�rfr�cPrlcPtP�PrJ�cPr1rJ'cPrJ�rJ�rJ@PcPcPrJ�cPrJ��fr1rJ'�frJ'arJ�rJ�rJ�rJ�rJ�rPr.PcP o ornd�rrr�r3rs�s��1 n�n�r��rssrrsss:I is i �n�rnrnrn���������tn�rn��n�n�n�n�n�nrn111 MnL���rn�L3nLn CE 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 S5 40 FULTON STREET — NEW YORK, NY 10038 5 S CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 HUBBARD ELECTRIC PAUL& MAUREEN CACIOPPO �5 178 HUBBARD AVENUE 195 SKUNK LN. 5 c5 RIVERHEAD, NY 11901, CUTCHOGUE, NY 11935 e5 5 Located at 195 SKUNK LN. CUTCHOGUE, NY 11935 S C5 Application Number: 2072789 Certificate Number: 2072789 eS 5 Section: Block: Lot: Building Permit:31177 BDC: ns11 S Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of CCC5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor, Outside,Attic, c� 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 10th Day of January,2006. 5 5 Name OTY Rate Rating Circuit Tyne 5 5 Receptacle 1 0 20 amp Laundry fj 5 Receptacle 6 0 GFCI r5 5 Service 5 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 5 sea/ 5 5 5 2 of 2 5 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a ��s� s11�1: 11 122011:12,225 ! fi i 1 91 Cap e � � x Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�Ol �� Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION 9S�S/��i�/�f' �L�A�/�G / C aT/�OG u,r /l�� ��/ S Date: �f�l� . ��I X 0010 Building Permit No. Owner: / a (Please print) Plumber: 91ylL/��� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (P rs Signature) Sworn to before me this j dayof00, 20*_ Notary Public, sArjIL County ELLENBORCHERS Notary f,ublic State of New`fbfk No.01808U37834 pufisslo in plres Commission Eltoires i s by yp fi. SUFFOLK COUNTY WATER AUTHORITY 2045 Route 112, Suite 1, Coram, New York 11727-3085 (631)698-9500 FAX(631)698-9851 March 10, 2006 Suffolk County Department of Health 360 Yaphank Ave., Suite 2C Yaphank, NY 11980 To Whom It May Concern : This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location : 195 SKUNK LN — CUTCHOGUE N NY A water meter was installed on 10/24/2005 Very truly yours, ow- a�62D- Lisa Cetta New Construction Supervisor LC/drh APPEALS BOARD MEMBERS s� o�SOFFOi j.co Lydia A.Tortora, Chairwoman G Southold Town Hall Gerard P. Goehringer w 53095 Main Road George Homing 0-- Ruth r? P.O.Box 1179 Ruth D. Oliva yO�� Southold,New York 11971-0959 Vincent Orlando �j # .��D ZBA Fax(631)765-9064 Telephone(631)765-1809 httP://southoldtown.northfork.net OF APPEALS TOWN OF SOUTHOLD kL'. til> D �� + , FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 17, 2003 M Appl. No. 5286 - Paul and Maureen Cacio o �� --7v`' Property Location: 195 Skunk Lane, Cutchogue; 1000-85-3-2.2 SEQRA DETERMINATION: The Zoning Board oppeals has visited the property under f A Southold sown Clerk conslderatlon 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 applicants' 9,655 sq. ft. vacant parcel has a frontage of 117.30 ft. along Bay Avenue (a/k/a Skunk Lane), with 70.85 feet in depth along the north side, 87.31 feet along the south side, and 136.12 feet along the east (rear)line. �� ' r PLICATION: Disapproval, chin Sections 100-21446 and 00-33 Department'slding n it enial of a buildin construct a new welling at less than 35 feet from the front and rear o00nes,oa d for approval of the existing9 permit to garage in a side yard location. FINDINGSO_ FACT The Zoning Board of Appeals held a public hearing on this application on March 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: Applicants wish to construct a new dwelling with a detached garage The September 9, 2002 survey, amended October 8, 2002, Prepared by John C. Ehlers, L.S. shows a proposed house 47 feet x +_ from the front line and 11 feet from the rear line, at its closest points. The existing 18'x 40' accessory27' at 20 feet garage will remain in its present location, defined as a side yard once the dwelling is constructed. The garage is 10 feet from the north lot line and 8 feet from the rear(easterly) lot line. ADDITIONAL INFORMATION: At the March 20, 2003 public hearing, an alternative location was discussed between the board and thea licant's agent to modifying the angle of the house and increasing the front yard setback. The applicant on April 2, 2003, 9 consider location with a 35 ft front Yard setback and revised 810 ft rear-03 eya d setback,map for a at its closest points. The south side 10 ft. setback is shown to meet the current setback requirements. Page 2—Aptil 17,2003 }� Appl.No. 5286—P.and M.Campo 85-3-2.2 at Cutchogue 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 area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Applicants agreed to revise the original plan (for a 20 ft. front yard) and offered a new location and design for a conforming 35 ft. front setback and 10 ft. rear yard setback on this 9,655 sq. ft. lot. The lot is narrow, quite small and irregular in shape, with a large garage existing for over 20 years in the northeast comer of the property. 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 dwelling will be located with setbacks similar or greater than other dwellings existing in the neighborhood. The garage will be an accessory use located in a yard that gives the appearance visibly of a rear yard. 3. The amount of relief granted herein is not substantial. The north-south placement of the proposed home places it at 35 feet at its closest point from the front lot line facing Bay Avenue(Skunk Lane). 4. The difficulties were self-created in that the size of the lot and existing placement of the garage on an irregular shaped lot places structures in areas not permitted under the zoning code. 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. 6. Grant of the requested variance.is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, 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 Goehringer, seconded by Member Tortora, and duly carried, to DENY the relief requested for a 20 ft. front yard, and GRANT Alternate Relief for placement of the dwelling, and existing garage, as shown on the survey prepared by John C. Ehlers, L.S. revised 3-28-03. Page 3—April 17,2003 Appl.No. 5286—P.and M.Cacioppo 85-3-2.2 at Cutchogue 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, Homing, and Orlando. (Absent was Member Oliva.) This Resolution w s du y adept (4-0). Lydl . Tortora, Chairwoman—Approved for Filing 5/ 6 /03 Boulevard Planning East, PC. Architects•Engineers• Construction Management Internet:www.blvdplan.com 32645 Main Road Cutchogue, N.Y. 11935 PHONE: 631.734.2011 March 9, 2006 Southold Building Department Town Hall 53095 Main Road Southold,N.Y. 11971 - 0959 Re: Cacciopo Residence, Permit#31177, Skunk Lane, Cutchogue, N.Y. To Whom It May Concern, I hereby certify to the Department of Buildings of the Town of Southold that I have inspected the above locations; I have supervised the preparation of the building plans as per State Education Laws; and I have determined to the best of my professional knowledge and belief that the structural elements are safe and that the foundations, framing, windows, roofing, siding, high wind strapping, and rough plumbing were installed in conformity, with the filed building plans, the New York Residential Building Code, and generally approved construction practices. If you have any further questions, please feel free to call me at any time. R J 0161 tw 03/14/2006 10:42 6317342276 PAGE 01 Boulevard Planning East, PC. Architects• Engineers•Construction Management Internet: www.blvdplan.com 32645 Main Road Cutchogue,N.Y. 11935 PHONE: 631.734.2011 March 14, 2006 Southold Building Department Town Hall 53095 Main Road Southold,N.Y. 11971 - 0959 Re: Cacciopo Residence,Permit 0 31177,Skunk Lane,Cutebogue,N.Y. To Whom It May Concern, I hereby certify to the Department of Buildings of the Town of Southold that I have inspected the above locations; I have supervised the preparation of the building plans as per State Education Laws; and I have determined to the best of my professional knowledge and belief that the insulation was installed in conformity, with the filed building plans, the New York Residential Building Code, and generally approved construction practices. If you have any further questions, please feel free to call me at any time. R' t our J0 p 6 Fri e„, v i�IFIK � 6 03/28/2006 10:09 6317342276 PAGE 01 Boulevard Planning East, PC. Architects a Engineers •Construction Management Internet:www.blvdplan.com 32645 Main Road Cutchogue, N.Y. 11935 PHONE: 631.734.2011 March 28, 2006 Southold Building Department Town Hall 53095 Main Road Southold,N.Y. 11971 - 0959 Re: Cacciopo Residence,Permit#31177,Skunk Lane,Cutchogue,N.X. To Whom It May Concern, I hereby certify to the Department of Buildings of the Town of Southold that I have inspected the above locations; I have supervised the preparation of the building plans as per State Education Laws; and I have determined to the best of my professional knowledge and belief that the damproofing, and the plumbing pressure test was carried out, and installed in conformity, with the filed building plans, the New York Residential Building Code, and generally approved construction practices. If you have any further questions,please feel free to call me at any time. 4��.. d e. O d �s •_ � lJC MAR 2 8 ho��,Of SOOlyp6 311 7 z '® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [' FINAL A , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO REMARKS: �- c- DATE T �l 1 INSPECTOR /ia" �o��OF SOUTy�6 311772 # • TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [x FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECT_�N�/ REMARKS: " Cz, y / y 3" DATE ��� INSPECTOR "s �` FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(1ST) J y J It ------------------------------------ J CJ 3 Z C ,rn FOUNDATION(2ND) b M z _ o ROUGH FRAMING& y PLUMBING f' INSULATION PER N.Y. j STATE ENERGY CODE ok y o o Ned. FINAL c,.. D - p TI IOAL C MMEN S rr n O - z zk m � t d � d � � y w x d o 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. '311-7 zr Check Septic Form N.Y.S.D.E.C. Trustees Examined rJ 120D Contact: Approvedr'a((T,200 Mail to: � Disapproved a/c Phone: Expiration I ),1 I ,20Dfo Building Inspector APPLICATION FOR BUILDING PERMIT Date f ) 7 —O S .120 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 agrEesto eam(sty it applicable laws, ordinances,building code,housing code, and regulations, and admit aut lxtze n(l r�,or1' ` d in building for necessary inspections. [S Y- �r Y 242 MAY (Signature o appplicant or name,,if/a corporation) .,,0 3ll4T Mein it �� Gy>'CNOSae (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder //�� H9-ell T Name of owner of premises /6*1 d AlAyreeo &.4 t i a 49 o (As on the tax roll ffr Tatest 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: Skvn k G.rnc, ie , 16 s6Zvt House Number Street Hamlet County Tax Map No. 1000 Section 85 Block 3 Lot 2,2 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 v,wr46 �c b. Intended use and occupancy RG�S ,OItr, C t 3. Nature of work(check which applicable): New Building---X _Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /00, 00 p 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-41—Rear 41 Depth 2 9 Height f/- 05- Number of Stories L 9. Size of lot: Front_ 1/ 7 Rear / 3 d Depth 97 10. Date of Purchase Name of Former Owner/� 11. Zone or use district in which premises are situated /�— 4 r� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_( 13. Will lot be re-graded? YES NOJ4� Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Cd 6 o s o Address New Sv oqo Phone No. Name of Architect81w( p(annina orS Address Main IU Phone No 734-3/// Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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_X_ * 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 ) / / & 6 t� !� zn tl'k being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Gh Td, (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 me this �7 day Of / 20 4)TAPr a�. i� ww r 0 Notary j mine z3 N/y,, igature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 15, 2002 AMENDED: March 11, 2003 TO: Jim Fitzgerald A/C Ciaoppo PO Box 617 Cutchogue, NY 11935 Please take notice that your application dated October 15, 2002 For permit to construct a new dwelling at Location of property 185 Skunk Lane, Cutchogue,NY County Tax Map No. 1000 - Section 85 Block 3 Lot 2.2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming, 10,489 square foot lot in the residential R-80 District, is not permitted pursuant to Article II, Section 100-24A, which states, "A lot created by deed or town approval shall be recognized by the town if any one (1) of the following standards apply and if the lots have not merged: (1) The identical lot was created by deed recorded in the Suffolk County Clerk's office on or before June 30 1983, and the lot conformed to the minimum lot requirement(s) set forth in Bulk Schedule AAEN as of the date of lot creation." Although the lot has not merged and was created by deed before June 30, 1983, the lot did not conform to the minimum lot requirements as of the date of lot creation. In addition, the proposed construction is not permitted pursuant to Article XXIV, Section 100-244B which states that, on lots measuring less than 20,000 square feet, minimum front and rear setbacks of 35 are required. Plans note a front yard setback of 20 feet and a rear yard setback of 11 feet. Also, the proposed construction is not permitted pursuant to Article III, Section 100-33, which states, "In the Agricultural-Conservation and Low Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." As a result of the proposed construction, the existing, non-conforming frame garage will be located in the side yard. Total lot coverage, following the proposed construction, the existing, non-conforming frame garage will be located in the side yard. Following the proposed construction, total lot coverage will be+/- 19 percent. I This Notice of Disapproval was amended on March 12, 2003, after it came to the building department's attention that the lot in question may not be a recognized lot. Au ri d Signat 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. 1 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 Data filename: Q:UES WORKUES-WORK 2005\0511 -Caccioppo Residence\0511 -Energy Calcs.rck PROJECT TITLE: Caccioppo Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.32 DATE:05/16/05 DATE OF PLANS: 5-13-05 PROJECT DESCRIPTION: Skunk Lane Cutchogue,NY, 1.1935 DESIGNER/CONTRACTOR: '* o , Boulevard Planning East 3 32645 Main Road Cutchogue,NY, 11935 COMPLIANCE: Passes Maximum UA=274 Your Home UA=218 20.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Fact UA Ceiling 1: Flat Ceiling or Scissor Truss 910 21.0 0.0 43 Wall l: Wood Frame, 16"o.c. 910 13.0 0.0 49 Window l: Wood Frame:Double Pane with Low-E 291 0.130 38 Door l: Solid 20 0.130 3 Basement Wall 1: Solid Concrete or Masonry 910 0.0 13.0 45 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Floor l:All-Wood Joist/Truss:Over Unconditioned Space 910 21.0 0.0 40 Boiler 1: Other(Except Gas-Fired Steam),80 AFUE Air Conditioner l: Electric Central Air, 10 SEER 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 signedWpaa are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans oinrcompliance with this Code. Builder/Designer Date2CLC � a w 1 c d is t REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 05/16/05 PROJECT TITLE:Caccioppo Residence Bldg. Dept. Use Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Basement Walls: [ ] I. Basement Wall 1: Solid Concrete or Masonry,9.0'ht/8.0'bg/9.0'insul, R-13.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.130 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor:0.130 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: I Heating and Cooling Equipment: [ J I 1. Boiler 1:Other(Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner L Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ 1 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- [ ] Return ducts in unconditioned spaces(except basements)must be 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. Tapes and mastics must be rated UL 181 A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems- [ ] Separate electric meters are required for each dwelling unit. I 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. I 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. 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 t Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. r Table is Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulatena Mains and Runouts Temperature(Fl Sty to 1„ U12 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 Pie Sizes Piping System Tyres Ranee(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 411 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) I TOWN OF SOUTHOLD PROPERTY RECORD CARD )WNER STREET G VILLAGE DIST. SUB. LOT XIAJ pA t_Q-pD-,-as 7ou Te ESC, R ER OWN N E ACR. 1 'e -4 P, 13 E L¢b < c r , a trhrr,pry f'4. ryo� / S W TYPE OF BUILDING "�? A, a osh'1 73R Av .S. ,: SEAS. VL FARM COMM. CB. &ICS. Mkt. Value LAND ., IMP. TOTAL DATE REMARKS - - - - !i o - fl r1 'e-A r't :od de E'GSed cc ft �f 7 t4 9z� 0 -L al — � Car�a�u){,as-f►z,�s�c�b Iloble FRONTAGE ON WATER oodland FRONTAGE ON ROAD — - 1 f 7 r — -- - mclowland DEPTH V. f y )use Plot BULKHEAD tol COLOR TRIM ------------ --------------- M. Bldg. Extension Extension _ Extension — — — Foundation Bath Dinette Porch Basement Floors <. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage zjl X ; e? Ihyo Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. Dormer Driveway ' Total �ip ApphcanU - r Date. . Owners Nwiw... _ -- Reviewed: __JA3_ 5 ArchitecU � 5 Q, �. , Cngineer:. _ __ Submed: G�L SCTM #: District: 1.000 see (ion: (flock: l,9, : Project y Subdivision Location: ! //i� � �� : �C�, '— Name: Single&, separate Required f ccrttfrcation: (Yo f No) _ Req. �,fj 'Lotting t�islricl��� �1 of size: � Acmal:_ei�y o L l (I oc cover c rutxi,cd W (a (f'rom Pard Proposed: J (Side Yard t'roposed: ( ca I'roposcd _ Project Description: �GI�IC ld.�ERIyCI` Permif REQUIRED FOR REYTUM N. N0 YES : humbtr Suffolk Couqty Health Dept. New York State. D. E--C. Town Trtsste6s Town Zoning Board approval: Town planning Board approval: T-- Flood.Pleas Elevation??? - • Flood Zone: �ff Wzr SURVEY OF PPOPERTY - 51TUATE: PECONIC a N Ca.. TOWN: SOUINOLD SUFFOLK COUNTY, NY 5URVEYED 09-09-02 �.� 10-08-02, HEALTH DEPT. 09-02-03 REVI5ED 09-15-03, 10-02-03, 12-I5-03 A k SUFFOLK GOUNTY TAX # 1000-85-3-2.2 CERTIFIED TO: t 70 Paul Cadoppo 0 O K C) > O O ,o� c : * f H b 0 c, C-) s 0 S i t4 � E \ 0 o. 2 .p a a R+ f hq q o. / c �� \ pati � i �C'�" / � •� ��6'h F I �o r& lol tO + G Q V w �1 III TEST HOLE / 001y 5-20-03 M6DONALD GE05GIENGE r wa o PO DARK Icp I'. (BROWN LOAM 3, BROWN SILTY SAND PALE BROWN Vvn FINE TO •`Opo GOAR5E SAND ° ITA NOTES: MONUMENT FOUND p PIPE FOUND F of NEW Y PROP05ED 5EPTIG TO HAVE TRAFFIG BEARINGS GOVER5 apt. ak _' C' ~ i CO LOCATIONS OF NEIGHBORING WELLS AND 5EPTIG � s A5 055ERVED AND REPORTED BY OTHERS EXISTING LOT COVERAGE = l39 5F OR l.1% (GARAGE) O PROP05ED LOT COVERAGE = 108-7 5F (PROPOSED HOUSE) + '5- •.,.m;• "139 5F (GARAGE) = 1826 5F OR 18.9% (GARAGE 8 PROP05ED HOUSE) ' AREA = 9,655 SF OR 0.22 ACRES ,m JOHN C. EHLERS LANDSURVEYOR M , 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC, 5GALE I"= 40' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\02-268.pro C'Lf;L["F I HN JI IL 21; F 1 2: 1 'j IIEPT o: PROP'OSE'D I;, DFFICE C CACIOPPO CONCRETE COVER RESIDENCE \ApS TO GRADE CONCRETE CHIMN FIN. GRADE e S 6-0"DIA x 2'-9" C\p���a�C� O � ,: �Sjs SOLID DOME _� INLET MIN. 4" DIA APPROVED SKT] �' LANE a \\ 1 �a P=B• PIPE CLASS 2400 PITCHED CUTCHOGUE, NY �.rb�Qr� F �'' C}S '}O \ OO ro. / � F6 a^� o MIN. I/8" PER I ' FROM SEPTIC TANK 6�� ' S.C.T.M. # 1000-85-32.2 \ DRAVEWAY � 0'� IQ'-i7 DIA REVISIONS: DATE: I S� LEACHING w O A5 PER VARIANCE 5-24-05 \ Tesr�oLe ss o X30 N SECTIONS o a ISSUES e O� NLP 3Sb• 25,0 ��' ° it AS-GUILT SANITARY 5- 16-06 \ ?� �' O 19 SYSTEM a S6 o r� (� 31_0„ MIN.® r COLLAR ¢ a ® ® � AS-BUILT SANITARY 6- 5,06 ' T \ X43 NST ��L � ® ® � SYSTEM 09 M 114 °f 7 Na \ < GROUNDWATER Q �� tN/ 1 la., �� O- vJP pcoP n (� \ Nates BACK FILL MATERIAL TO BE 6'-0" MIN. PENETRATION co "p �0 /`', CLEAN SAND AND GRAVEL INTO A VIRGIN STRATA OF SAND AND GRAVEL D\\\ -CDP- K, S� PLEACHING POOL DETAIL 35 \ ` eM �00, p SUFFOLY COUNTY 1)6=11 CES P' APARdVAL OF C^ STRUCYE69(Cil'P'S FOri o,QS� A5INGLC FAiLi1LY FL'-C[OEIJCF. La G� Date JUL 28 2006 H.S.Roe.:.to. I-- �` Tho srn28e dismssl and water cu.idy fad'.;IIea ar LNI f.mr. )ftn Inscedetl anc"for ccrCFietl ay lhic CbFa<Imcni ur Cn,^.r agenr_'e;and fuuntl to 6e batistadary FOR cnmrtler �S , FEDRddArtS.GRADE Walter Office ofWastewater management i I SITE PLAN �` Q' 0uner 1d 1N n ou. 'i 20"MIN �.` I" , m,w o • "�" '— """'°'°"'r`""' BOULEVARD PLANNING EAST, SGALE: 1 '=20 = LIQUID "- rDD` P.C. LEVEL ARC,I;TTECTS ENGINEERS ItfTl MIN A DIA ' 2,100 nrrnaveN INE PITCMMIO-PER I - 32645 MAIN ROAD , a CUTCHOGUE, N.Y. 11935 Telephone Fax LEGEND 1000 GAL CAPACITY 631-734-2011 631-734-2276 SEPTIC TANK CL - CENTER LINE OF STREET 3" LOOSE PERMEABLE 13LUESTONE Inte et www.hbW lanx2om TC - TOP OF CURB ELEV. CONC 6AFFLE WELL COMPACTED c .0 PERMEABLE FILL THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE 72.5 - EXISTING SPOT ELEV. ' ANO,ARE tHE PROPlUTY OF BOULEVA0 PLANNING EAST P.C. NST - NEW SEPTIC TANK UNDISTURBED EARTH INFttJOEMENTswlc er'.raosscUTr:O. NLP - NEW LEACHING POOL a Q �d `� � ELEVATION/SECTION r _ NSD - NEW STORM DRAINoQj�T�,4� Qv t�� vveoT�'n T�y��aE s�Cy�T DATE: 5-13-05 JJ NEP NEW EXPANSION POOL rin� n - - --- 72.5---- -- "•� -•� '•� '•�• ::'•� iocquv cAsnnv romc corxe 44 !' DR. BY: FMZ EXISTING CONTOURS � 1 I I- �I _�I �� .r '� ��- ����� �� I�� =���11� m— W W _VIII=IT=VIII=VIII—VIII—VIII=VIII=VIII=VIII-VIII Quer Mw mowcuss - uo0 Arrcove0 rwe ounCr Mal N�o1n " '" =s � .SCALE: AS htOTED nr55..too.1/611 p I P4MAIPi"RR Ib' + P1r±PITUMEN Ilb'PPF 1TO WATER SERVICE " �r t C1II�D: J.S. NEW GAS SERVICE � � �� G G ` '� - E E 6 .V -- 1 NEW U.G. ELECTRIC SERVICE BLUESTONE DRIVEWAY DETAIL N.T.S. SQUARE SEPTIC' TANK DETAILS PPC6ECT NNMBI SHEET NUNMER 0511 SP- 1 - PROPOSED C•ACCIIOPPO CONCRETE COVER RESID"CE pel TO'G DE � a ml �'' CONCRETE CHIMNE FIN. GRADE c��m S� 8'-0"DIA x 2'_011 p a� �� p;• S 50LID DOME SKUNK LAI+TE Q �, 6 , INLET MIN. 4' DIA, APPROVED •5 ♦ e' 8 PP 2 H Q p I E CLASS 400 PITCHED 'Aye O�G �� MIN. 1/8!1 PER 1 ' FRAM SEPTIC TANK CUTCH+C , NY P y S.C.T.1 # 10,0045-3-2.2 ly J 0' DATE: _ 10'-0•CIA 1\L t� �.V 101\ . 1✓ 1 J:/. z�• �� LEACHING 0 �* Te5T MOLE 44• r? N SECTIOWS § w �. \ o S NEP 'p � 3'-O" MIN!® 60 5 0 0 I tipo a� -A Lu COLLAR •� V ' � M\N NLP 10 � a 'j A ; �jO. / Otq NBT' ' ® ® ®, �� �: Z- a GROUNDWATER o, J ,saw, T, $1 ✓ CLE N CK 9ANDLL MATERIAL GRAVE6E N1 Q A MIN. VIRGIN S'TRATPENETRATION 6, �tiae O�0 A X21 Rl OF 5AND AND GRAVEL NeA �i 0 , 3�J s LEACHING FOOT, DE SAIL a8 PLUMBER C5RTIFIOgTIDN O/V LEAD CONTENTSEFORE" PLUMBING CERTIFICATEOFOWUPAAIOY ALL PLUMBING.FEED t Fp SOLDER USED IN WATER i WATER LINES SUPPLYSYS TEM Cd,TNNOT TESTING BEFORE COVERING EXCEED 2110.OF 1%LEAD, COMPLY WITH ALL CODES OF St�l Ir�irnl SHALL NEW YORK STATE'&TOWN CODES ALL CON pF THE AS REOUyRED AND CONDITIONS OF GRADE NIEETTHE ✓ -SOUTHOLDTOWNZBA _ CODES OF NEWYOtTKS'IATE. � kUTHOLDTOWINPLANNINGBOARD V MIN h. _• - , "n SOUTNq.DTQNMTRUSTEES CHIMNEY' " E PT N n•— one 4 4•olA CERTIFICATION OF alTL.Irl �"'`+.r.Lrt�wir.�ri a airy 'Yrr�yl � - , zo^ MIN.. "•' Ales z<oo NAILING & CiONNECTION - 112.1 veoPncnEn BOUlL BVARD PLANNING EAST, 1° vz•, ITotEAcnlNc REQUIRED. P C $GREE: I"=20' � � � � � PWE LIQUID - ARCHITECTS ENGINEERS MIN.4- LEV L DO NOT PROCEED WITH l�ufA.1l�Tn �'1y 2400 NMRO ED C 32645 Lv1t'la1A'ROAD 2400 APPROVED FlP,f PlrcneDllr PER � � FRAMING UNTIL SURVEY b OF FOUNDATION LOCATION CUTCHOGUE, N.V. 1193,3: HAS BEEN APPROVED. I � •� � T�leghhane �� 1000 GAL CAPAGRbBER"[IMRSCEAAFIf At 631-7'34-2'0,11, 631-7342276 , LEGEND 5EPTIc TANK REQUIRED GL - CENTER LINE OF STREET 3" LOOSE PERMEABLE p coNc F31-ut5TONE tl0tu' , t Tc - TOP of CURB ELEV. sAPF� OCCUPANCY OR NULL COMPACTPD USE IS UNLAWFUL ' ft IM IF$LE FILL ter. i 72.5 - EXISTING SPOT ELEV, ND,,�riu�� artsrr ��a°u AO.. rNF�NNtroYa� ie e N5T NEW SEPTIC TANK UND15TURBI'_D I 'ArtTh WITHOUT CERTIFICATE '�an>Hcla�sN�w�.r,e�Iro6ecr�a , NLP - NEW LEACHPNG POOL ELEVATIONISECTION OF OCb' UPANCN N5D - NEW STORM DRAIN EE A} ` �M ro o tr q�A DATE:' S 13 A5 NEP - NEW EXPANSION POOL q t : . ; . -- — 72.5-- -=-- f r} I `. • ���N ,Iu� �oN COIR APPROVED AS NOTED ✓�s p DR BY: FMZ EX15T.ING CONTOURS °E DATE: fa \ S B.P. 1 31 f�7 .; ; wv W ' ��� = 1= 1 =IIII III 1II11 1IP11 11111=VIII=VIII=1111 jM ROtDDHII CV59 410Q4 gab. BY: ecAl> :'�ss:xo >a F - - III. —I�— — PITCHED IA PER I o rm[ertcneo rIBUILDING DEPARTMENT AT �'• !LA[NINQ fO0 v • .,. . '. WATER��RVIGE �,\ ,�`' ' � - � y66�1602 SAM T9 4 P FOR THE k FOLLOWING INSPECTIONS: Com' J.S. E GA5 RVI E 1 -- I I. FOUNDATION -,TWO REQUIRED NEW SE G - FOR POURED CONCRETE E E 2. ROUGH • FRAMINGd PLUMBING �+T - '� 3. INSULATION pLOOD ZONE ' NEWASERVICE TER "4 EWUGELECTRICc �j `. ,�, /� �j .. �j .i®. T�� WITH.1 [41 j , L� I #J L 4. FINAL • CONSTRUCTION MUST COMPLY �{ , BE COMPLETE FOR C.O. FL-000-DAMAGE AEVENTION7i~ OT ' WN C OOE• TH L 0 . 4 - .. ALL CONSTRUCTION SMALL MEET TH �^ S� 0 AL ONST . O,U. .., NEY REQU REMENTS.OF THE CODES OF YOR E' NOT PONSIBLE Ir N.T.S. - �7 LA: � Tl\.r TANK D'+:rT L"�.; ' y v DESIGIN OR CONSTRUCTION ERRORS. - - �I1078C ')!+TO1wt8�R 9HEJIv'SVOM9ER M , RETAIN STORM WATER RU , PURSUANT TO SECTION It T 01151 t • OF THE TOWN CODE ' ' _._ . - 41,-41 p - 5-4" 7'-11"' 3'�3' Ify-O. 3,_4' - .2'-3" 5'-3' I I'-3• 10'-8" 10'-9" 3'-9" �R�1 '� J-I M.O .M�,p M.O' _ -1- - - - Q 40 r- ----- - - - -- - - -- -- - - -- - - - - -�' -T t ----- --1 22'x8. 2-2kC'' �c !'Vl� i O 2 2x8" 2 2'i8' ' 4O,p„ �1 2286` 4'p, c I I d mi DOOR A L TV Roots m ��E 'E ¢ TRIPLE UP FRAMING 1 I • I I N (3j U w 0 HARD WIRED N P AROUND STAIRS I (y I b 5MOKE DETECTOR O q 3N su " IRou o571 E I .I.•90-G" N 8 -6- zs IL o IN PROVIDE 3 112'LALLY I 1 _ it b i PROVIDE BEAM POCKET x24°x 12-P.0 PPG. - t - I O � N �, F'�7T,�� � TO RECrIVZ NEW COLUMN TO REST ON N' LANE I T'?. B0T� 51DES 2I2"xl0" GR 7-6 24 7 " ' Z - - - ' 4 - l.lU l' tJLs yid I f xir b ui I - - - L —J L i , • l � u '- CTaRI- , - - -.- (211 314`x 9 I + +�1211 3J4 x 9 I/ " { 1 I I HARDY N - -_- - - MICRD-IAM f31 MI 0-lAM GI E } _ I I'-6' I„ „ N _4 [bn O 2-2,0Q,4 , 3',I a t� i� § A7.4...T.M. tF J000-8&3-2.2 LrvRVO ROOM, N F 14'-la' 4• fi v 5 3 4-j :IlA G O, Q I COVERED.PORCH � ATE: n I I tt1, a 7U r ,:I •3 —$[QE$ PIIJ�S 7♦-1 ' QDINING,ROOM m DETECTOR V 5MOKED DECTOR § N REVISIONS: D ' I 4" P.C. SLAB VAR G MIL. tn' P s POLPETHYLE FbR 'b. 0 I,'•�' 'f �o O N BARRIER ❑ N 0 m IL BLUE STONE FINISH R I N I �, r e"DIA. SQUARE s-d• 21 N O COM BASE OVER GRA EL I /f I, .. `✓ °1 COLUMN A5 I'- O° iv ON COMPACTED FILL vl I I MANUFACTURED BY HB4G(ii'P. OF ALU I r - - -- - --- --, I v 0 HARDWIRED iu SMOKE DETECTOR 21 2"x& N IF zxla zlz^xla' N BLUE STONE FINISH ON z" coNc. Ase OVER GRAVEL v COVE D, RC 2, - v ON COMPACTED FILL + + _ SQUARE COLUMN A5 MANU RED BY 1 2,-10• G,-p., i0 1 2,-1 G, Y - HBkG FAQ OP AW G. }/�1 1'-1 d ' G^ G'-a G• I r-I a G (TYP 10'-O" 3i -8' 10'-a �' 31�_a- 41'-6" FUIJN ATIQN PL,AL FIRST TL©2R F'LAU'NT C F SGALE: I/4 =d -O SCALE: I/4"=I'-0" 3-9 3 - ---_ - MICRO,UAM HDR. b u u ^ b L BA 00 Z == == = = = = WALL TO BE RENAOVED ROOP B ° 'I, 1' 26 26 WALL TO BE REMAIN - _ �( O NEW WALL CONSTRUCTION -- aEDR00M o R WIUcoo BOULEVARD PLANNMG EAST, HtU.SD 00 ARCHITECTS ENGIlV$ERS WINDOW f EXTERIOR DOOR SC14EDULE -- _ � - _ � ®' '0 u 32645 1�IAIlV ROAD ay.LCLOS. CLOS. CUTCHOGUE,-MY. 11935 26 WINDOW N0. OF DESCRIPTION ROUGH OPENING MANUFACTURER COLOR .GRILL PAT4ERN NOTES Telephone Fax ESIGNATION WINDOWS - -'— A MASONRY OPNG. _ _— _ — =27 D BM.co m ub i 6 244 GW3020 3'-4"x 2'-4" ANDER5EN WHIT�� COLONIAL PROVfDf.EXTFN5l'ON JAMBS, 26 N 631-734-2011 631'-734-2276 - —_ WOOD HANDRAIL B Entry door 3'-0 1/4"x G'-8" Per Gust. W'H I T;� ",<_ ci n PROVID, .BXTEN51ON JAMBS so vN ynDSRi LOAD o M, D A5 PeR Nr5 CODE G G t0k?1Ct: wwwlb VG�. 'tx�4_ Otld Pf�O I.pE EXTN5ibN''JAIv�BS, C 2 #TW210310-2 G'-O I/4"x 4'-0 7/5" ANDERSEN WH! 1 COLONIAL — _ 0 p - 5 #TW210310 3'-0 ' I/8"x4'-0 7/8 ANDERSEN WHIT, GOLQNIAL APi'QVIDE EXT NSOION aP a NSrAU Dort o' MneTaRaaDROo �Q6Mr�TBwdrateRTEW4 PLANS AM eo�sWNA015arnNNINEASTP.R. . N JAM55 2 6 Arm +as rtmrlioeakrsop' UtatAtttirtANN¢vasAsrr:c. 3 #TW21032 3'-0 100 3'-5" ANbER5EN WH_ ITE' COLONIAL 12'.0- 3 '-a rK()VIbE IEKTEN5iOWJAM13$ F 3 #TW3049 3'-2 7/5"x4'-5 7/5" ANDERSEN WH lTf CQILONfAu PROVfDE,imk tN51ON JAM65 i?t�YE: S-1'3-fJS Gx#.6 ! Ok BY: 'FMZ 3 TW804G-2 &'-3"'9/'I GI' W18" ANDERSEN WHITS. ', 'CC?fIONIAL' P OVIDE EXTEN51ON"JAMBS zl l;"x 9 I 21 1 "xy� MICRO-LAM HDR. 2.2: MICRp-Lkfv6,ryflR.' x'.li. "• GGSLON:IA — G — -_ AS NOTE h PWH3168AL 3'-31 " x 6'-8" ANDERSEN WHITE , L I'ROVfp> -PXTENSfON'JAMBS D _ — p — —= G T-� - - CHH J.S. 2 ' 411_B• PR0!77 S BT,NUMBSR L.0 LAIN SC+AtI,�; i'41art , ' my 17 NEW ASFHALT SHINGL€'ROOtWG c - .GHIMNEVI'4.0 T9,6L :- - .a,,. - ' . 24'"A'6ORAN6W,'COMBUSTAB - - MATtRA'L W/IN A I O'-0° RADIUS PROVIDE CONTINUOUS SHINGLE CAP.RIDGE'VENT PROVIDE CONTI NUOUS .L, .. .. „_'� SHINGLE CAP.RIDGE VENT - - - NOVOF SPS -- -- - -` -- --^ ` --'- - - G NEW ASPHALT SHINGLE ROOFING CACIOPPO - .. ,. _ - ' .. r c 122�� 1W I�"�D�11 CF.� VINYL SIDING - - �—+' _ p tom,,' T , NE PROVIDE CONTINUOUS ^- ' TOP OF PLATTE _ TOPOF PLATO �a7L''ll-'Lry'r7i�t^I7L.T,t� SHINGLE CAP.RIDGE''VENT - ELEV.+ IT 1 T-O' CiJ' LHO.CJ'iJLS, Y'Y I /4'k2" PRINIED PINE WINDOW M'GAPIYAj. TYP dFA - . NEW ASPHALT SHINGLE ROOFING -T .{� nn i 5/R4"x4"',PRIRIM. TYpE OP ALL SH�INGILE CAP RID6oVENT a�,C, j . ,. 1T 1O1.1W- ALL 5 85.3-2.2 I VI (DING HALT SHINGLE ROOFING - , . WINDOW NEW ASP PIM.:,56coND PL ORSECOND FLOOR VINYL DIN * ' Tt- vlNri SIDINpG OVER FIN. FIRST FLOOR FIN. FIRST FLOOR„ won IP � — — — — — —� ------------------- - ---- T I - - - - - -- - - I - - - -- -- -- ----- - -- _ - __- _ -_ _ - - - FI�C"�NT ELEVA'I"��� LEFT SIDE ELEVA'T'ION so#,1 r/4"�I'-O" CHIMNEY FLU TO BE - P,.4" ABOVE ANY COMBUSTABLE MATERIAL W!IN A'.I O'.O' RADIUS - --CHIMNEY FLUTO BE ' 24" ABOVE ANY C,OMBUSTABLE MATERIAL WMN A 10'-O" RADIUS NEW ASPHALT SHINGLE ROOFING �� � � ' PROVIDE CONTINUOUS - - SHINGLE CAP.RIDGE VENT PROVIDE CONTINUOUS , . . - SHINGLE CAP.RIDGE VENT — _ - - - NEW ASPHALT SHINGLE ROOFING TOP OF RIDGE � N . LfV.+25',rt- ---- - ---- '- - .. y E3OUF 12 t'VARD PLANNMC _ EAST, ��TOP OF PLATE _ _ - PROVID€CONTINUOUS TOP OF PLATE p C �" ELEV + 17'-0" SHINGLE CAP.RIDGE VENT �E�V.'+ - — -- AIZ�HI',CCTS EN�'iTNEERS - 5/4"x2" PRIMED PINE WINDOW ' ' LT SHINGLE ROOFING ' 32645' MAIN ROAD NEW ASPHALT CUTCHbQUR, N.Y. 11935 TRIM CAPITAL. TYP. OF ALL _ .y., „- VINYL SIDING - To1cpboac Fax WIND ^ PRIMED PINE L 631-734 2011 63"1=93 2296 WINDOW TRIM. TYP OE ALL - 1,2 _ .. tCzilet: ..bR� ':amu 11N_SECOND FLOOR - _—.,,. FIN, SECOND'FLO_OR y-- ELEV. . '. VINYL 51DING Ci�,f�ITSW P&O LANNINQ SA97PC AI�ANB ANl)SQECE+6ATfpNB AB8'jN9T11C1�ENRyDP'd88µiCC' kNYk - T{7CPILUPHBTY OP EbUtr'9VAIA(fP .- .A]EII�P:t El E6 9Pfii7TED: peio SRC DATE. 5.13 OS DR.BY' FW FIN FIRST FLOOR FI FIRST FLOOR " - —-— - —- - –- SCALE:'AS NOTA E EV + - L 0' O° V + - ---, 1,, � � ., . - ,- r ..� ILL .. ..., , , � ' �. y .,,-`i � -�vF17MDs-J.�. L-ZZ I I I I I l I --- -- — --- --- - , ----------- - — ^— I' 'E E�, - y _ acimrn g eBmNii -- -- - FLATI+©I�T _ Bij+ A7' (�ly 11 NEWASPHAI:T 5HINGLE ROOFING . OVER IE I COR SHEATHING PROPOSED PRl7VIAE,IGE'k WAlER.6MlE}D -' � L %. PROVIDE CONTINUOU5 OVER EAVE5*OVMHANGS: � � ; 5111NGLE CAP;kIDGEVENT I S*}'PE1-T-OVER 2'x LO'RR @' I G"O.0 _ . ,S .2"x4° COLLAR 10" LV{,RIDGE;PROVIDE C 20. TIE$'@ 46"O C / L5U2&HANG�PS cE14NG \ 51NiF50N w ,r,.. 2"x6"'NG G016"O C R- _ �, J O-jW/ 30 fN51JLATbj,9'4 1/2 YP BP 2 6 3 CtE! 'AV"E I�LE*6PACMIN. PROVIDE ��� ' •�`�,� TTTIcAcclojv TT 5 UD 15RIDCING @ MID SPAN G ECLH' 51 PG" N .�IDENCE HURRICANE - % \\. � NTI,NUOUS STRIP I 50FFITVENT PROVIDE CONTINUDU5PROVIDE 41 ALUM GUTTER ON ' SHINGLE CAF.RIDGE'VENT yip T£)P'OF PLATE: - 5/4"xO ALUM. CLAD FA5CIA U NKy ANE �_- �-ECFV.; 17-0 ' - _ W1`F"1's::�."tu�.�+ 2-12" LVL RIDGE, PROVIDE C5 20 - - .PROVIDE RN B' HEADER _ T TC 7�Ty� ROOF CON5T. 'SIMP50N W/ MTC. GU55ET W/ 1/2" LAG BOLTS Q HOUSE WALL. CUTG'HOGUE 'N 1 WALL CONST; e NEW A5PHALT SHINGLE,ROOFIN CF,yLI'NG CONST. 'V SID N VER - M5TR.E3ATH W.I.CLO _. M5TR.BEDRQOM ROOF CON5T. OVER I/2" CDX SHEATHING 112 2 AG" C.J @ I G° O.0 W!K,30 TWEYy HOUSE WRAP OYER If2" CDX. NEW ASPHALT 5HINGLE ROOFING PROVIDE ICE k WATER SHIELD G f/INSULATION* U2Y GYP, BD. PLY WD. QV)•R 2'xG"STUDS Q OVER 1/2"CDX SHEATHING OVER EAVES* OVERHANG5. "'III""" 3'CT5 TAPE* SPACKLE MIN. - I G"O.0 w/R-10 IN5UTATION* 1/2" PROVIDE ICE*WATER SHIELD 15k FELT OVER 2'k I O'RR GYP. BD. 3 CT5 TAFE *SPACKLE MIN. OVER EAVES * OVERHANGS. Q I G" O C W1 R-30 IN5UL. PROVIDE H 2 51MP50N 12 15k FELT OVER 2.."xG4RR 6 1 G" O.0 O•C.T' 1L,{ # 1,000-8 G-3 Try`2 -� -- HURRICANE CLIPS I G"O.0 -� �-.�I- 1.7 l� 1 lwl 'Yt' 1 O,J J G 1. ONTINUOU5 STRIP ~'� FIN: 5ECOND FLOOR T`G SOFFITIVENT UOUS STRIP _ V.+�_D' " REVISIONS: DATE: A. T-0 PLATE SOFFIT VENT � �� PROVIDE 4 ALUM: GUTTER ON Y ELEV.'67a-r — [J 5/4'x6 ALUM.,CLAD FASCIA PROVIDE 4" ALUM. GUTTER ON _ +CLQ 4 5/4'xG" ALUM, CLAD FASCIA � CEILING CONST, PROVIDE 2) 2 x I O" HEADER ' 51MP50N' C5 20 2xG,CEIUNG JOISTS ATTACHED vvl LATERAL FORCE TO 04" NAILER W/ LU528 HANGERS PR C5-20 STRAPPING EA. RR. KITCHEN FLOOR CON5T. VENTED VINYL EEADBOARD SOFFIT p WALL CONST. I O" DIA FIBERGLASS ` T N VER '4" PLYWO. Sue FCR, OVER T.V.KQOM LIVING ROOM COVD. TORR�5T ON 10" COUCT, COLUMN NC TRENCH FOOTING TYVEK HOUSE WRAP OVER 112" GD PLY WD. OVER 2"XS" LATUl � S @ 2"x1 O" FLOOR JSTSS @ 16"OC P012CH IG"O.0 w/ R-191NSULATION*,I12' P.I�bVIDE 50LID,BRIDGING � , GYP. BD 3 CTS TAFE t SPACKLE MI AT MID SPAN FIN. FIRST FLOOR �y. ' ,FIN.'FIRST FLOOR \ �� 2-Z'xG" ACQ 51LL ELEV. +D�— — /� \ _ _ T.0; LATE PROVIDE C520 STRAPPING W/ •� 12" MAX FROM CORNERS .I -::":Y• I 3/4 —� FLEW. - W/TERMITE SHIELD I a 'C W/ 5/6" A.13 @ 6'O.0 I PL04R'CON5T. I�' P'�LY4 ISI B^FLR. OVER LTP MA50NRY CONNECTOR5 TO 51L . SEE STRAPPING DETAIL - I 1 2"x 1 O'I FLOOR J5T5. Q I G"OC b I I I 19 INSULATION I I BASEMENT ` Q2P,CON5T.- PROMDE SOLID BRIDGING I I 3/4" PLYWD Sue FLR. OVER (- - J I' I AT tAO SPAN 2"x8" FLOOR 15T5. @ I G"OC W/G" R-I9INSUILATION - - PROVIDE 50LID BRIDGING , AT MID SPAN - .. - _. 4 - __ - - _ - - _ \ A2 - PO'.C. E LEN�VAPOR MIL. - � `I O" P,G FOOTING ON , BARRIER 20N 12' P.0 FOOTING 1`r�y '�1�7 © 3 POLYETHENEOVA'PORVER G MIL. - SECTI, i l' A;.-2 A2 BARRIER !GOALE: 1/4"-I'-O" SEECTIQN 2 A-2 5GALE:174'"��t'-b" 4' V.T:R. 2XG WALL STUD @ I G"O:C "ter^ '1"' '�— R-15 BATT1N5Uu,T10N r— I I 1 112"GYP. BD. 3 COAT TAPE _ �', 11V CB(PLYWD.SHEATHING AND SPACKLE 1-V1' 2v w/2' -b I `b`lur 2v fl-1/24 - BOULEVARD FL.eANNMGf EAST, ' IL.AV.I LAV: LTP MPROVkDE G5205TRAPPINGW/A50 RY CONNECTORS tO 5111 P: . N6. I I I I I 2xG PurENSrnu BLUE 5ToNE rIN15H ON ARCHl3 ECTS FN( INEERS �INy 2ND FCR. 12' STUD'TO FO DOR 5TRA1'IN �V CONC BA5E OVER GRAVEL CONT. ALUM.TERMITE SHIELD' 3/4"PLYWOOD 5UBFLOOR *; � - FLA5HING TO BE IN5TALLED - 3264'5 1Y�'ROAD N FJ@ FI,$• �, CONT. SEAL _ = 2X 10 FLOOR J015r5 BETWEEN B'A5E*BRICK I I +4511v.O�D' CUTG" 1 QUE„NAY. 1^1435 G.O I I C.O. (2 '!'$ REB NFI 0P,or .. R-30.NBERGLA55 BATT ' MU*NDArION ALL,FNT. INSULATION TelaphrLine ' ” FINISHED GRADE I b 2 x o RIM J015r N GRAD 631,-734-2011 6-31-734-2276 (2) 2 X G CCA SILL PLATE 4c' I I I I' I I 5W ANCHOR BOLTS a, z S'FA.I _ I II I I bHl/s' I 2'V BITUMINOUS �' I� � O,C,MIN I'-O'FROM a �n_10"CONC. FOUNDATION I SINE I I AXl UAI�IP N INC CORNERS EACH WAY TRENCH FOOTING CONTINUOUS,a BACKFILL *" ' ^ a COMPACTED FILL ro TrylOss rtaNe,KNn'spacU!cnTIONS AUIEEWTRUKEIN"OF=VICE I r I I .� TTT— BOT. OF FOOTING ,gym ARS TH$PROPBRTY OF00ULEVA{tD PLANNING EAST P.C. FIN I ,ST. FLR II I� uSPRRJGHt.*>�rtstt`aXBEPR03ECDTeD. 4'P.C. SLAB OVER G MIL. POLYETHYLENE VAPOR BARRIER I I 1 I� III�I' DATE: 5-13 05 G.O. I G.O. IN�ALL P.C. PT(a5 NTyr T - ' ,T, � "� a;,� � _ 8 X 16 CONT P C. FTG. FOOTING DETAIL 4 A-2 I� III flL G'WELLCOMF. POURO05FIu DR BY: FW SCALE: AS NOTED TO EX15TINS IN 15060 i V . SANITARY SY5T84 u �RJA C111CD: 1& PLI.MB�ING RISER + T,:N'q DETAIL 3 A-2 N.T.SG DLI' ' ' =9'-05", . - P3f(NECTNUti>�P.Yt' .. ''RE18�'F iic§NiseR. r, GENEM Frame Construction Manual 1 OT"E NAILING 5GHEDULE �r1+T ! 995_SBG Hlgh Wmd Editlyn TABLE 3. 1 PROPOSED I CONTRACTOR5HALL OHEQK';ANDVERIFY ALLCONDITIONS,TOTHE51TE A$'PWaTP 0 INC -JOFnt DeSCPI IOW NUm17P.P of Nally hI' 11 5 CJ I1 y PLANS AND.MAKE WORK AGREE WITH.5AME. 1. ASPHALT 5HINGIE5, ' ' THE INTENT OF THESE P WORKgNOHE$HALL FAMIUAK21f HIMSELF WITH' BH L HAVE 5TRIP5 P E INTERLOCKING.PRIOR70STARTING b '� ROOF FRAMING ' 2. FASTlNERS FOR'gSPHACT SHIN Lf.S:SHALL BE GALV Ny�epED STE('L,STAINLES$'STEEL, /MOf 2, CONTRACTOR AOR OWNER SHALL OBTAIN A BUILDING PERMIT"FROM THE . OR COPPER ROOFING NAII;S- MIN. 12 GAUGESHANK,WITH A+M1k;3)&'IA. HEAD., Rafter',toTp Plate Toe-n Ilei . 3 * 8D Er rafterTOWN OR VILLAGE PNOKTO STARTING WORK. (IP REQUIRED) 3. ASPHALT 57RIP SHINGLE5 SHALL'HAVE A MINIMUM Or SIX rwpwtRs'PERSHINGLE. �' Iln' :>)OI 't tO;.TO Plate (Tqe-nailed) 3 - 8D dr. fteir t. 3. CONTRACTOR SHALL OBTAIN ALL REOULRED AftOVAL5, PERMITS,. ELECTRICAL - _ - - r b JC}1st tp PaI'('allel (NaafteR (FaCe^!na11Ed) 7 - 16DPECLIONAPPROVALS, ETC.,.PORWORKESRC AGENCIES HN5 - �,tPCREORRMMCCD FROM AGENCIES HAVING JURISDICnON 171EREOF. CONTRACTOR SHALL DETERMINE WHETHER THE'EXISTING E4EC'TRICAL OQ?Iln J is La 5 K-'SVCr Parti IQnS (FaGG'-nallP.,d 7 - 16D !�.!'SERVICE 15 5 ICIENTTO 4. ALL WORK SHALL CONFORM TOT FQ NOT4Y,TM QNMER ACCORDINGLLY.ICALL EPE RoADITION WORKSH �E @Rb " LINKXG •a 6D eJ' le g� �y�+yNE 'NEW YORK STATE UNI RM FIRE Ay, .� C011,a1" Tle ,LO ftef FaCe'n I}ed) 7 - 1PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS QF THE OF RRE UN WRITE ARPRDVED. INSTALL AS PCR C"'If(3'5'.,{Y N 1oQkln " t Oe{nalleEU - 8D I 'TONM OF SOUTHOID �' IQ LIMK#2 -C NNECnON OP RAPPERo,R,aftdr, (f each,EltdS i1ElV'�rE ANY,AWO ALG INTERCOM, TELEPHONE, ANWK TV �ANFENI�IP 000 114 � � .THE TOP OFWALL Rlm�, BDadd t0WALLIS ERIO,R TO INSTALLATION OF wAuLbOAk6 ALL:,T'EMPeRATURE � � � rWfter(t'J?GI-17alI:P-d),�� � � � � 2 - 16D each end 'OI5AGRE WITH TREAT OA51 NOk7ATED ONN THESE TANS.THE CONTRACTOR CEILING . VIE RFYgbUTLtT, SWI ONHCAND IN WALLS, ATI60 %MftL - LINK#3-5. IF IN THE lJ DITION EXITS WHICHSHALLS OWORK ANDNOTIFY THEARCHTTECT. 5HOUto HEFAIL TO OWNER PRIOR TO INSTALLATION - WALL 1' 11nM� V^FOLLOW,THI5'PRIP05000t: AND CONTINUE WITH 'THE WORK He SHALL ATO mE'HLA��TE,__ _-, T P Ato,t0 To ,Plate (Facer na)IP„d) 2 - I BDI ''. er foot A55UME ALL RE$'PONBIBICITY AND LIABILITY ARISING THEREFROM, � � E 9L-3101�4I GEA 0' r � � � , 6. DO NOT SCALE DRAWINGS. WvTTEN 6DIMENSIO RETAINED FOR ONE SCAM, _ - NNECTIO F HEADER •,.`• . . ATH " O udptOtS -at (,Face�a ed.) "(F$CB flailed) 2 I �D 5 - _each 5Yde SK LANE $ AI I. ID PIW[No INS Au EO IN HAZARDOUS LOCA"Tl NS 66FI' •e - .0, DIMENSIONS. ARCh,IffELT'HAS N CONSTRUCTION. PAN G LNG I EXCEPT AS INDICATED 1 5 1;11ACH N LINK#5 -GO 24n 0 E�7 TD ADJACCNT OR WALL INSPECTION AND/OR•.OB5ERVATION6 [NeTK CO, OF;•: 4A2 7 G�� t IN ' Header O.HeaF,1Lr.(PaGe-nallBd) I GD ) Gi' O c-alon Ed 5 C'�'�V'tT7,l�f'1.'F TTL.,' "►'."Y 5ECI'ION 8308.4 SHALL Be PROVIDED WITH A MAN ' 15;1E INSTAU,FtR5 1J13'K=rV14J t'i 1W L 7. DRAWINGS AND SPECIFICATIONS A5INSTWMENTS OF SERVICE ARE AND LABEL,DESIGNATING THE TYPE AND THICKNESS OF Gl-ka �ANC'IIIPr 6AFTEY GLAZING TO Or Bottom Plate t0 'Stud End-rYaled) 2 I;GD r 2x4 stud SHALL REMAIN THE PROPERTY OF THE' ARCHITECT WHETHERTHC PROJECT STANDARD WRH WHICH IT'COMPUES. WHICH 15.VI$AL'ayE 111-THE FINAL - FOR WHICH THEY ARE MADE IS EXECUTED OR Nor. THEY ARE NOT TO BE STANDL RD wr. W ICH IT SHALL BE . WH ETCHED;IABIX I DTH EFI ''3 - IGD Per 2X6 Stud USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT.-EXCEPT INSTCERA MLC-FI,RED, EMBOSSED MARK,OR StIALL;BE 0P A TTP,EWHICNONCE APPLIED � 4 16D per 2K8 Stud BY AGREEMENT IN WRIiTNG. AND WITH APPROPRIATE COMPENSA110N YO TFIE CAN OTBe REMOVeowiTHOIJI'BEING DE5TRDYED. - z - - ARCHITECT. Exp DN:TWFERP.D 5PANDREL GLA5g MAY BEdDENTIFIED BY-r ANUPAC'TL1RlR LINK#6 -CONNIE OF WAIL Bottom plate,t0 Floor Ol6t, ,Band ols_t, End mist or Blocking (Face-nailed 2 - IGD ' er fopt ']�,{ Jj 1 ('�(� 8 EX'15TING CONDITIONS.INDICATED WERE FROM FIELD MEASUREMENTS WITH REMOVABLE PAPER LABEL � TO FL KrRAMING FLOOR FRAMING �aT�l�}a TY J.��V••g5y3-�.2� TAKEN ON 04/1710.3. �ALL DIMENSIONS ARE BASED UPON VISUAL � _ I LV 1\ . . S. OBSERVATIONS. BSERV TIONS. .ARCHITECT MAKES NO REPRE5ENTAl10N AS TO THE 'FINISH ECONp FLOOR _ _ LINK#3 -CONNECTION OF TOP 5TRUCT FOUNDATIONS --- --- - [1R�4 IN` C T HEADER BIaCk i to Joist (To -na led) 2 - 8D eac end' REVISION RAL INTEGRITY OR CODE COMPLIANCE OF _ e V T, N + Fl PLmc Joist to 5di, To Plate or Girder (foe-nailed) 4 - 8D er 01st CONSTRUCTION NOT VISIBLE ON ABOVE DATE. S DATE; I GRACING AROUNDNEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND -- LINK# 5 -CONNECTIO F HEADER -51OCIOn to 511 or To Plate-(Yoe-milled) � - IGD 'each .lack INTO EXISTING. TO ADJACENT' IOR WALLcr 5tr1 t0 Beam 'Faaae-n�aled) 3 - 1 GD 2. FILL AND BACKFILL MATERIAL OBTAINED PROM ONIBITE CUTTING OR ( Pra.Oarfl OISt• SOURCI 5 LOCATED AWAY FROM.;NIE CONSTRUCTION SITE(WKWWED), Joist On Ledger to Beam ,haled 3 8D er' (71st SHALL BE CLEAN SAND. GRAVEL;EARTH', OR MIXTURE OF THESE GAIL 5TRAPF'I'NG: ,4$ ,MANUFACTLII�D Jand J015t to JD15t�(EnPJ'-Walled)', 3 - IGD .ef Hist CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SITE OF rOUK RIC5(3.jt VF„NT _ INCHES. C'Y " 5IMP80N STRON3 TIE" LU/ Band ;Joist to 511 or To Plate' oe-Waded) 2 - 16D ' foot 3. COMPACTED FILL UNDER5LAB ON GRADE SHALL B!WELL GRADED (/p[� NAILS - I FOOT FRam ,EACI-I LINV 6 -CONNECTION WALL p /'� t..1 1,�/'� SAND OR'BANKFUN'GRAVEL FROM.Srre OR 500OZE APPROVED BY SHINGLE RIDCsE TO FLOOR LNG I\QVF SI IEATHIINV THE ARCHITECT AND APPROVED A SUITABLE'BEARING MATERIAL FOR IDE Ot* R'IDC;E 'm E'AC4 STLI'(� FINISH FIRST FEO�R O OF JOIST StrUCt`{Jfal�Pan I5 8D ' , 'G" ,I,2° field THE PURPOSE OF SUPPORTING THE.SLAB ON GRADE MINIMUM BEARING GA - S n CAPACITY TO BE TWO TONS PER 50 FT. - � '( A,'� 'ELE ATION +O'-0a Dla onsl DMLr hB0thg 2 - 8D PR COVER M ASPHALT 5HINCsL I . _. 3 - G E C , " °^ , 4 ALL FOOTINGS SHALL fsEAR ON UNDL4TURB•ED SOIL WITH A MINIMUM SOIL � -��� - PRESSURE OF 2 TONS PER'SO.PT. AND'SHAL. HAVE A MINIMUM OF 3'-0" 1/2" PLY ROOF UNkA'8'-CONNEGTION.O WALL � ' ro FotiNGl?noN 1 " x 10" 0p Wider 5 ALL CONCRETE 5HALLaE3500P.51CONCRETE @2aDAYS. FELT IPAI?E 5HEATHINGT (TY'f .) I CEILING LISA IJIN�� WOOD FRAMING i' G '5um Wallboard 5 coolers T" e 10" field J�ALL '50FATH I'NC 1 DESIGN LOADS, FIRST FLOOR-401/SF UVE LOAD - RDOF-304/5F-WE 1,0Ap � - I ' - -- , SECOND FLOOR- 56#DEFINE LOAD - I ' Stru tura! RanelS 8D "; d"e.%J2",field _ CEIUNC -30#/5F-LIVE LOAD I " FlflErbOar (°anElS _, 2 DE5IGN TIMBER STRESS -DOUGIAS.FiR.5OUTH, NO. 2 GRADE FB R DCsE I" '7/19': GD '3" ed Ud"/ G"'field' 825 P5I, E = I.200,000 P51. BOARD I - 3. ALL HEADERS SHALL BE(2) 2"X6',® 2X4"WAILS€(3)2"X6"WALLS r-------- ---�,� 25 32" ESD 3',edge, � GI',�field - Har Qard D fi d' / @ 2'X6"WALLS UNLE55 NOTED OnIERM5,e. L-____�--..- --y-, Ct Um '1,lbpard _ .5D cy0Olel�S 4. ALL HEADERS SHALL BEAR 'ON 4°%4'POST @ 2'X4"WALLS OR 4'X6' �', ,5 - dl70afd CJD 6° Ed L A :I_ " flEld P05T 9 2ND WALLS UNLESS.NOTED OTHERWISE. -'_-•r-^ CWT /, aL T 7 ,L T p PartlGleb Pant3I5 8 Ju 12' fleYd - 5, ALL COMPONENTS SHALL B2 ANCHORED AND CONTINUOUSLY CR;i'-'ICAL ,k+�t'.fiW' . {,y�,'�' Dla OjT9I Boat'4 Sheathing ' CONNECTED FROM THEFOUNDATION TO THE ROOF TO PREVENT _ COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER.WINO FORCES. N.Ta. I" X G" Or P" X8, '2 - O D per SU' �A G. FASTENERS AND CONNECTORS to PL60R BEAMS AND BRACING - 1 " X 1 O" Dr W1dU'r 3 - 8D er SU . Oft SHOULD BE Of CORROSION RESIS,T,ANT MATERAL$AND SHOW Nm - EVIDENCEOFCORR0510NORDCTER10ATONWHICH-4(ML T'REDUCE FLOOR „f- I• EAT I,N(; THE ABILITY OP THESTRUCTU,RE to RESIST WIND EFFE&E. - 7. ALL FASTENERS AND CONNECTORS INCLUDING NAILS„BOLTS, 5T€EL. - ICE a WATER 9nlgDl��Tq BE Structural Pane15 - WIND ANCHORS, AND TRU55 PLATES ARE from HOT DIPPED GALVANIZED. MET, DRIP ¢ TOP W z4 n?OM'EOGC, HOOF - • - ° or 1,555 8D - G° ed B, GABLE ROOFS SHALL Of STABILIZED BY INSTALLING 2x4 INCH EDGE APP'D 4,TOP to tI DERLAY,16NT I5 LB - " - - : n ovER FEIr, N n� ter than I IOD 6 ed e'/'G. .f eld BLOCKING ON 2-FOOT CENTERS BETWEEtV JtIE RAFTERS AT EACH ALONG RAKE ' ,ASPHALT TELT_ i GABLE END FOR A DISTANCE OF 6 FEET TOWARD THE BUILDING Dla, onal Board 5heathln. INTERIOR FROM EACH GABLE END. MAD -_ 1,n K Gn.Or I " X 8° 2 - 8D _� Br 5,u 'Ort 9 MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MA MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. 5/E' (VARIES) 'I , x 10" or Wider 3.- 8D Er SU ,Ort 10 ALL FLOUR JOISTS SHALL;BE LATERALLY SUPPORTED BY BRIDGING OR p I. Na,bng ragmrementg are based oq wall shr3thing nailed 6'on-center at the papel edge. 6 wall shwth, s nailed 3'on-cwter nth,Mp,parml edSe to pbta,n - 15LOCKING @ INTERVALS NOT eXCEEDING EIGHT FEET. ,METAL higher shear capaousa, Wading regulreme",s for structural members shall be doubled, or alternate connectors, such as shwe plates, shall lu Used to inamtam 1 1. ALL RAFTERS SHALL BE ANCHORED TO'FRAMED WALLS WITH 'HURPJCANE NAIL- ^ DRIP' the load path CuF5'@ 16"ON CENTER IN ' r 2. When Wall sheathmg ,s continuous over connected mtMoen, the tabulated number of ma,15 shall be perM,tted to be reduced to.I - J GD ra,l per foot. 12 ALL"MICRO=LAM" MIN TED VEN• RL4MBER TO,BE DOUGLAS FIR A5 9`STARTER STRIP - LA , P EP, -OR'COURBE I) MANUFACTURED BY TRUS JO IT CORP OR EOUAL SIZES AS INOICATtD ON SHINGLES INVERTED - PLANS. MICRO-LAMINSPECAICATI 9HANDEC STRICT CONFORMANCE �-'' START FIRSTCOUR5E CLIMATIC GEOGNAPHIC DESIGN CRITERIA A5 PERN.Y.5'. GODS WITH MANUFACTURER$SPECIFICATIONS AND RECOMMENDATIONS'. WITH FULL STRIP TABLE 8301 .2( 1') 3. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED START THIRD COURSE START SECOND SHALL BE'51MP50N STRONG-TIE CONNECTORS`OR !QUAL AND SHALL Be WITH PULL STRIP COLL11RRS*�E WITH FULL CAPABLE OF HANDLING LOADS@ CONNECTION POINTS. INSTALLATIONS SHALL MINUS FIRST TAe STRIY'Iv11NU91/2 TAB - GROUND SNOW LOAD 4'5 POJ"F. � Y7'1E �'I�Y A, BE IN STRICT CONFORMANCE WITH MANUFACrURER5 5PECIFICARON6. _ (;J+,�;,5R�T AR 14. DOUBLE JOISTS UNDER ALL FARTITION5 PARALLEL TO SAME AN 'AROUND N..�. > OOF 3 SEC. GUST MP 120'MFH '� A �} T {�"� '1f{7 ('1 ALL OPENINGS. - R ALL'Y100FSMOLESSHALLHAVEAM1m1UUfaD1�T00=FOTENMWMSRNOIF WtIVD LOAnDn FASTEST MILE- 90 MP 100 MPS P'l1Jf�a1(`�'1�}NT �t�(r7r" E�T�T1./���T}T'(Ta��!ytP..C. 15 PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLWJOOD. FASI'EaGRS SHALL BH Mw.I2OAUO118NAMCQALV.kTaZ®,NAHa W/MN,)'/S'UU.HEnD FTER TIE 5E15MIG CATEGORY B ARCHITECTS � El�vF+1V+�+ERS TYPICAL ASPHALTROOFSIIIlVGI E DETAIL BLOCKING 2 BAYS BACK @ 4'-0" O.C. 32605 RAIN ROAD - WEATHERING SEVERE CU'�C$06U£,; MY. 11935 FR05TLINE'DEPTH 3G IN. Telephone Fax - ATTIC - 631-7 4-2011 631-734-2278 TRAP TIE TERMITE MODERATE TO HEAVY COIL 5TRA'PPING A5 BLOCKING 2'BAY5 DECAY SLIGHT TO MODERATE Internet; T^".bl'Vdpj,8n,DO,rn MANLIF, BY 510P50W BACK @ 4'-0" O.C. WINTER DESIGN TEMP. F. I' I ° F 13° F 5IMP50N'5TRONG-TI! 5TRONG-TIE TO BE 0516 CONNECTOR, M,IN. '1'Aa4a Fuad AHP a or Ewa USE 22 - IOdx I I/z ATTACHED TO EACH - m FLOOD HAZARD5 7-2578 ANDHas p � pia P ager Fc. GALVANIZED NAILS RAFTER 4 PLATE Wl 8d L • ND FLOOR COMMON NAIL5 STRAP TIE EXPOSURE D B` , cq ICE SHIELD UN'DERLAYMENT YE5 ED q DATE: , 5-13-05 SPANK - BLOCKING 2 15AYS 4�5SE� 2 ARC'y/T BACK @ 4'-0" O,C. WIND-BORNE DEBRIS PROTECTION FA5TF-KING SCHEDULE v �� ``Oo�Fn , DR, , g,X;T W H 1701 '1VOOD 5TRUCTURAL PANELS'•"'e•d AS PER TAW ABO 12.1.2 FASTENER SPACING - - SCALE;- AS NOTED Ito.IN. 2X ROOF RPLFTER F T 'L FAST@NEE PAN L SPAN < PANEL SPAN < PANEL IRAN '�• Mw. STUD TO FLOOR a E T 6 FDL PROM EMLNIMUMt I° ' END DI TgNCE TYRE <. FOOT < 6 FOOT < 8 FOOL q EQUALNIJM3ERDF CONNECTION 5PECIFI 0 NAILS'IN 2 1%2" #6 D C . EACH EN WOOD 5 .RENIS ' BLOCKING 2 BAY5 NOTE: BACK @ 4'-0" O.C. 2 u2'#{t 16° I e' 12' STRAP TIES TO BE PLACED 2x� WALL STUD WOOD SCREW$ AT EVERY THIRD STUD a Thu bleu based on 1. O mph w,nd speeds an4 a 33-foot mwn-1 he,ght. b Faafeners sH dl be rs4ted at oF,5no end,,a'h,l, oe sow Wz panel, Nith TYPICAL p/�p I��+-� l O, l kg T e' Whl .Acro Od comma,or me bur na is r I. I,I IIiAL STI,VII TIEL/'L.I:AIL d:Where 3cMN^:aro?ttaGhW to masonry or masonry/sNcco,they shall be atWch4L uGll}'mg hbru4ol,-regstfnt andwrs, ; � _ N.Tb 4 hawrg a m n""m"!tam eg w mdraad npxgny a asO Po-lnas. PAWT T N ', ER 9TfE T NUMR.Ek jimipiii"N.T5. _ - -TALE 1:ND WAt,J. lf�AGIN'G j\� . . 1 5 4 •"