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HomeMy WebLinkAbout30392-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31749 Date: 06/10/06 THIS CERTIFIES that the building SECOND STORY ADDITION Location of Property: 4135 CAMP MINEOLA RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 5 Lot 27 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 6, 2004 pursuant to which Building Permit No. 30392-Z dated JUNE 14, 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 2ND STORY ADDITION WITH DECK, & 1ST FLOOR DECK ADDITION, OUTDOOR SHOWER ENCLOSURE TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, & AS PER CONDITIONS OF ZBA #5567 DATED 10/7/04 & ZBA #5668 DATED 5/12/05 . The certificate is issued to GEORGENE BOZZO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2926 05/19/06 PLUMBERS CERTIFICATION DATED 06/30/06 MATTITUCK PLUMB.& HEATING uthorized Signature Rev. 1/81 Form No. 6 • TOWN OF SOUTHOLD 1 F- i BUILDING DEPARTMENT TOWN HALL 2 06 765-1802 j APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. v� New Construction: Id or Pre-existing Building: (check one Location of Property: /7 , / House No. Street � Ha t Owner or Owners of Property: !/ Suffolk County Tax Map No 1000, Section Block Lot Z 7 Subdivision T Filed Map._ Lot: Permit No. V" Date of Permit. yy / Applicant: Health Dept, Approval: Underwriters Approval: Planning Board Approval: '041 3./,, Request for: Temporary Certifi at Final Certificate: / (check one) Fee Submitted: $ 2N Applica Signature Co �317 �% APPEALS BOARD MEMBERS so Southold Town Hall Ruth D. Oliva, Chairwoman h0 1p 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio, Jr. • �O Town Annex/First Floor,North Fork Bank Michael A. Simon z? 54375 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD , I3 2005 i.I I II Tel. (631)765-1809 • Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 12, 2005 ZBA File 5668 - EUGENE and GEORGENE BOZZO Property Location: 4135 Camp Mineola Road, Mattituck CTM 123-5-27 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 applicants' 7,665 sq. ft. parcel has 50' along a 30' wide private right-of-way known as Camp Mineola Road, 168.56 feet along the westerly property line, 49.57 feet along the mean high water, and 167.18 feet along the easterly property line. The parcel is improved with a single-family dwelling and accessory garage, as shown on the December 11, 2003 survey prepared by Martin D. Hand, L.S., amended 3/8/04. BASIS OF APPLICATION: Building Department's April 8, 2004 Notice of Disapproval, amended August 2, 2004, citing Sections 100-242A and 100-2448, in its denial of an application for a building permit and applicant's request for relief under ZBA Condition No. 2 in the October 7, 2004 Decision #5567, for an elevated deck at the lower level. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 4, 2005 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: RELIEF REQUESTED: The applicants request relief from Condition No. 2 of this Board's decision rendered October 7, 2004 under File 5567, which decision denied the application as requested, and granted Alternative Relief with the following Conditions: 1. The lot coverage for existing and proposed shall not exceed 30.7% of the total lot area; 2. The lower front deck shall be at ground(grade) level. 3. The balcony over the ground level deck shall not be enclosed (open on three sides). 4. A revised map shall be submitted for review before issuance of a building permit. Page 2—May 12,2005 ZB Ref.5668—E. and G. Bozzo CTM ID: 123-5-27 BOARD DETERMINATION: In the October 7, 2004 decision concerning this property, the Board of Appeals granted substantial relief, with conditions, allowing an increase of the existing total lot coverage from 24% to 30.7%. This total lot coverage exceeded the 20% code limitation by 53%. In considering the previous application, the following factors existed and continue: 1) The lot size was altered, relative to changes along the shoreline and with build-up on the beach, impacting the existing non-conforming lot coverage. 2) The granting of the addition for a two-level deck with the conditions noted was the minimum action necessary and adequate to enable the applicants enjoyment of their property while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. 3) The difficulty was self created. 4) The variance granted for an increased lot coverage, increasing the already nonconforming lot coverage, was substantial. In light of the above-stated reasons, in part, in denying applicant's request and granting alternate relief from the code, the board also imposed conditions. Condition No. 2 state that the lower deck would be constructed at ground level, which in this Board's opinion reduces the impact of the addition on this already overcrowded lot. In considering the applicant's testimony during the most recent hearing, and written record, the board is not compelled to reconsider the generous relief previously granted to the applicants. Now, therefore, on Motion was offered by Member Dinizio, seconded by Chairwoman Oliva, it was RESOLVED, to deny the applicants' request for a modification of prior ZBA Decision No. 5567. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Dinizio, and Simon. (Member Goehringer was absent.) This Resol n was dgpted (4-0). Ruth D. Oliva, Chairwoman 5kt7/05 Approved for Filing 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. 30392 Z Date JUNE 14, 2004 Permission is hereby granted to: GEORGENE BOZZO BOX 650 MATTITUCK,NY 11952 for SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR ONLY WITH DECKS/OUTDOOR SHOWER ENCLOSURE W/ FLOOD PERMIT PER ZBA at premises located at 4135 CAMP MINEOLA RD MATTITUCK County Tax Map No. 473889 Section 123 Block 0005 Lot No. 027 pursuant to application dated JUNE 6, 2004 and approved by the Building Inspector to expire on DECEMBER 14 , 2005 . Fee $ 250 . 00 LtUhriz na ORIGINAL Rev. 5/8/02 pSpFFOJ,t ) APPEALS BOARD MEMBERS p� OG Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 Lydia A. Tortora ' Southold, NY 11971-0959 Vincent Orlando 4, p� Tel. (631) 765.1809 James Dinizio, Jr. �O� �a Fax(631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS Nub � 2 TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 7, 2004 ZBA File 5567 - EUGENE AND GEORGENE BOZZO Property Location: 4135 Camp Mineola Road, Mattituck; CTM 123-5-27. 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 applicants' 7,665 sq. ft. parcel has 50' along a 30' wide private right-of-way known as Camp Mineola Road, 168.56 feet along the westerly property line, 49.57 feet along the mean high water, and 167.18 feet along the easterly property line. The parcel is improved with a single-family dwelling and accessory garage, as shown on the December 11, 2003 survey prepared by Martin D. Hand, L.S., amended 3/8/04. The lot coverage was proposed at 35.7+- percent. BASIS OF APPLICATION: Building Department's April 8, 2004 Notice of Disapproval, amended July 19, 2004, citing Sections 100-242A and 100-244B, in its denial of a building permit, concerning proposed first and second story deck additions: (a)with relief from the lot coverage limitation of 24% restricted under Appeal No. 3553; (b) with relief from the code requirement for a single side yard at less than 10 feet on a single side yard, and less than 25 feet total for both side yards. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 14, 2004 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: The applicants wish to construct additions with alterations to the existing dwelling. The December 11, 2003 survey, amended 3/8/2004, included applicant's original request for a proposed 14' x 24' Vt and 2nd floor open wood deck with side yards at 7.7 feet from the westerly lot line and 10.3 feet on the easterly lot line, and total side yard area of 18 feet, at its closest points. The lot coverage was clarified and adjusted to 33.14 percent of the total lot area (to the current high water mark and deeded property line along the rear yard) shown on the July 23, 2004 survey amendment. Page 2 -October 7, 2004 d' k File No. 5567 - E. and E. Bozzo CTM Id: 123-5-27 APPLICANTS' AMENDED VARIANCE REQUEST: On June 28, 2004 the applicants' architect submitted amended diagrams toyether with an amended survey, all dated June 4, 2004, requesting 1 a proposed S' and 2nd floor (2n floor unroofed) open wood deck (359 sq. ft.) as modified, with a proposed 10 ft. westerly side yard setback from the new deck and 7.4 feet from the existing rear/southerly yard, and 9.5 feet between the new deck and the easterly property line, and total side yard area of 16.9 feet, at the closest points of the building area. FURTHER CLARIFICATION AND AMENDMENT: On August 2, 2004 the applicants submitted an amended survey outlining the total lot area, based on the current high water mark and deeded lot line along the rear yard, at 7,665 sq. ft. This amendment also outlines the requested lot coverage of all areas, proposed and existing, at 2,540 sq. ft. (33.14% of the total lot area). The setbacks remain the same at 10 ft. and 9.5 ft. for the new 1 t and 2"d floor 359 sq. ft. wood deck areas (with 7.4 ft. and 10.3 ft. setbacks remaining for the existing building). On September 16, 2004 an amended diagram was modified by the applicants confirming their request for a deck footprint of 234 sq. ft., for a 9' x 26' deck, instead of the 359 sq. ft. footprint, thereby further reducing the lot coverage maximum at 31.5%. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternate relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Information was furnished by the applicants indicating that their lot size as recently surveyed is 7665 sq. ft., a 331 sq. ft. difference from prior years, based on the change in the location of the mean high water mark over a number of years. This resulted in a changed calculation of building coverage since the 11/3/86 issuance of limitations for lot coverage under Appeal No. 3553. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance. The addition is for a two-level deck area open on three sides of the structure, which will not extend beyond the existing nonconforming side yard footprint of the home. The upper level will not be roofed over or enclosed. 3. The variance granted herein is substantial. The code limits lot coverage to 20% of the total lot area and provides for a reduced deck size, with the provision that the total coverage not exceed 30.7%. 4. The difficulty was self-created and is related to the need for a deck without conforming to the current Town Code requirements. Pa;1b 3 -October 7, 2004 File No. 5567- E. and E. Bozzo CTM Id: 123-5-27 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The deck addition is on the landward (front side facing the right-of-way). 6. Grant of the requested relief 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 Goehringer, seconded by Member Dinizio, and duly carried, to DENY the variance applied for, and TO GRANT alternative relief, with the following CONDITIONS: 1. The lot coverage for existing and proposed shall not exceed 30.7% of the total lot area; 2. The lower front deck shall be at ground (grade) level. 3. The balcony over the ground level deck shall not be enclosed (open on three sides). 4. A revised map shall be submitted for review before issuance of a building permit. 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 Oliv (Chairwoman), Gooeh�riinger, Tortora, Orlando, and Dinizio. This Resolution was duly adopted (5-0'-Y lX L2 Ruth D. Oliva, Chairwoman 11/ /04 Approved for Filing SUFFOLK ( BUREAU of E L E C T R I C A L I N S P E C T O R S, i n c. 40 Nottingham Drive, NY 11953 Telephone:1 631 495 8136 ■ Fax:1631 980 6455 ■ E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE ,-Applicant: Bozza is Rough In Inspection Date: 11/19/2005 Final Inspection Date: 5/19/2006 :.,.,.Application N°: 2926 Certificate N°: 2926 Suffolk County Tax Map N°: Building Permit N°: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment S and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: ' i Owner: Bozzo Address: 4135 Camp Mineola Road, Mattituck, NY 11952 ::::::Address of Inspection Site: 4135 Camp Mineola Road, Mattituck, NY 11952 X Residential X Indoors Basement Service Shed Commercial X Outdoors X Ist Floor Pool Other: New X Renovation X 2nd Floor Hot tub X Addition Survey Attic Garage Inventory Service 10 Heat 17 Duplex Recpt 6 Ceiling Fix HID Fix Service 30 Time Clock 13 Switches 3 Wall Fix 1 Smoke Det Main Panel Hot Water 1 GFCI Recpt 24 Recessed Fix 2 Co Det Sub- Panel GFCI Breaker Single Recpt Fluorescent Fix Pump Disconnects Dryer Recpt Range Recpt A/C Blower Emergency Fix Transformers Exhaust Fan Appliance A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: The electrical work and/or equipment described above were inspected and appear to be in compliance with s local, state and national electrical code requirements and this office. Applicant: Bozza License No: Homeowner Inspected by: G Surdi Date of Certificate: 5/27/2006 z:i Signature: 1 ...... C.4 SUFFOLK ( BUREAU o f ELECTRICAL JUN 2 8 1 N S P F C T 0 R S, i n C. 40 Nottingham Drive, NY 11953 Telephone:1 631495 8136 n Fax:1 631 980 6455 n E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: CR Electric Rough In Inspection Date: 9/17/2005 Final Inspection Date: 9/17/2005 —Application NO: 1886- Certificate NO: 1886 Suffolk County Tax Map NO: Building Permit NO: -This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment ...and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: Bozzo ,:Address: 4135 Camp Minola Rd, Mattituck, NY Address of Inspection Site: 4135 Camp Minola Rd, Mattituck, NY 0 X Residential Indoors Basement X Service Shed Commercial X Outdoors Ist Floor Pool Other: New Renovation 2nd Floor Hot tub Addition Survey Attic Garage Inventory 200 UG Service 10 Heat Duplex Recpt Ceiling Fix HID Fix Service 30 Time Clock Switches Wall Fix Smoke Det Main Panel Hot Water GFCI Recpt Recessed Fix Co Det Sub- Panel GFCI Breaker Single Recpt Fluorescent Fix Pump Disconnects Dryer Recpt Range Recpt A/C Blower Emergency Fix Transformers Exhaust Fan Appliance A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: CR Electric License No: 34827-ME Inspected by: ene R. Surdi Date Certiflate Date: 9/26/2005 Signature: P/�' �SUFFO(�-cOG N Town Hall, 53095 Main Road O Fax (631) 7659502 P.O. Box 1179 y�o! 0� Telephone (63 1) 765 18u2 Souihold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 3 Building Permit No. /�� Owner: �Gwe U` ,je ' elL er &LvlJ �/� J (Please print) / I Plumber: & rCIUM6`t". (Please print) J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this �� 14C =PDENISE KINGday of 20 o(a te m New York01 K16041757ffolk Countyres Ma 15,2QLD Notary Public County hO��OF SOUr�o� 30 , � *Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE 8�/CHIMNEY [ ] _FIRE SAFETY INSPECTION REMARKS: Ce , DATE t o^3 ' — o j- INSPECTOR �� �o�y OF SOUTy�� Z- ©* �couwmri TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION XFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: QAQ_ pL- D r DATE /7 D� INSPECTOR `C *,OF SoNq TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: F � f DATE ' I - r- 0S INSPECTOR 3 ;tcm ' TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL ✓� er— [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: OK DATE INSPECTOR J�v 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. 30392 Z Date JUNE 14, 2004 Permission is hereby granted to : GEORGENE BOZZO BOX 650 MATTITUCK,NY 11952 for SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR ONLY WITHOUT DECKS/OUTDOOR SHOWER ENCLOSURE W/ FLODD PERMIT at premises located at 4135 CAMP MINEOLA RD MATTITUCK County Tax Map No. 473889 Section 123 Block 0005 Lot No. 027 pursuant to application dated JUNE 6, 2004 and approved by the Building Inspector to expire o:M2 - A Fee $ 250 . 00 ut or' z d Signature ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y ------------------------------------- as FOUNDATION (2ND) V z �/o `,.7 �yy ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE aAk1 FINAL ADDITIONAL COMMENTS ti O z m H �i d K7 b y ` 1 FIELD INSPECTION REPORT DATE COMMENTS l� C� FOUNDATION(IST) C�, y -------------------------------------- Y FOUNDATION(2ND) t?ill O W ROUGH FRAMING& PLUMBING H 3 INSULATION PER N.Y. STATE ENERGY CODE ...- - t. El- FINAL ...FINAL (T ADDITIONAL COMMENTS 1 O u _A z 2 m °z d ro H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING PA~RTMENT Do you have or need the following,before applying? TOWN HAL 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. �1 Check Septic Form N.Y.S.D.E.C. Trustees Examined ( ,20__t_ Contact: Approved ( 20 -1— Mail to: Disapproved a/c IPhone: Expiration f //c/ ,20 �T' Buil Inspector 5 20 APPLICATION FOR BUILDING PERMIT Date KhFz { 30 20 c) INSTRUCTIONS a. TEis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 31 W- 14 "*% 5TReb1- 4450q Ni C l vol 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder pAV 1 D SERs R A. , DAN 1 D DE-96 M2.OHIT55MA" Name of owner of premises E NCnH1.l6 { (nECPA@Nfr 50 P160 (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: y135 CAMP MINFAbA Roo M,a.rr1TvA4K House Number Street Hamlet County Tax Map No. 1000 Section 123 Block 5j ,Lot , Z� Subdivision Filed Map No. Lot (Name) s , r 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructs a. Existing use and occupancy RXSIQEN ntf.L. b. Intended use and occupancy ReS1pENT hL 3. Nature of work (check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost r7010 00 -Fee- 436 ,-00 " (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 fixture and extent of each type of use. 7. Dimensions of existing structures, if any: Front ear ta( 01' Depth 551—$'t Height ZV-0* Number of Stories 2 Dimensions of same structure with alterations or additions: Front 11I-`I" Rear 2.L'-011 Depth 55'-a" Height ZV0" Number of Stories ' , 8. Dimensions of entire new construction: Front 1*-4 a Rear 1�'' Depth I(0'-10° Height Z(A'-T' Number of Stories Z 9. Size of lot: Front 50' Rear 441,5' Depth I"' /Ila$' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO­ 14. � 14. Names of Owner of premises G,eaWEN6 INNE20 Addressy135 CAMP N11NEbLA Phone No. Name of Architect DAVID ?&VRS R•A. Address 39 VJ.lq"A" NU hone No Z12-24-L-jo4of 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. PERMIT§ MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V 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 ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this 5 day of (2-t L 20 go �bib7� 4 Notary Public Signature of Applicant wNCEW G.NOQNW JR. Ndry Public.9We d New Va* Nm 31-DWI Te CMnmiQUWNW New t i o l:xpitse New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 v Phone: (631) 444-0365 • FAX: (631) 444-0360 - Website: www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT April 20, 2004 Georgene Bozzo PO Box 650 Mattituck, New York 11952 Re: Application #1-4738-03342/00001 Bozzo Property, 4135 Camp Mineola Road, SCTM # 1000-123-5-27 Dear Ms. Bozzo: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the bulkhead greater than 100' in length, constructed prior to August 20, 1977, as shown on the April 6, 1976 Aerial Photo exposure #67-1910 is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. 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 a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George Hammarth Deputy Permit Administrator cc: P.R. Anderson MHP file TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE _ � DIST. LOT rr,,0 FOKMEk F D NER E S r O. 1 CQu L at A/ W TYPE OF BUILDING RES.��1 /� SEAS: VL. FARM COM CB. MISC. Mkt. Value LAND / IMP.. �y TOTAL DATE REMARKS Y 2 e- 7 `f0 0 3 A .. 00 a - ke((r- 4�U ti oz-X) Oo AGE !//sP a/�6 �+ /mss/Y C�om�Y �evmC/af)aT N.h'NtE � ��a�� �/c % .� 5v �9 •- NEIN BUILDING CONDITION .0e - s, 4 e .�.v� �/✓ NORMAL BELOW ABOVE D 1 FARM &ZZ n -4� +-0 Acre Value Per Value Acre Tillable 1 — le Z7— [3y Tillable 2 — Tillable 3 Woodland Swampland FRONTAGE ON WATER o Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD P Total DOCK r ■■■■■■ OM■■OO■■EO■■■MEMO■■ ■■■E■■ �iOO�e■■■■■■■■■■■■■■■■ �MEMEMEN■ ■ ■O■I■■EEM■■■■■■■■ENO I M ■ ■■■I■■■■■■■■■■■■■■■■ ■■■■■ ■ ■■■i■E■■■■■■■■■■■■■■ ■■■■n ■ ■■■i■■■■■■■■■■■■■■■■ ■■■■ASE ■I%■I■L AMME■■■■■■O■■■ ■■M■■■■ ■■■I■■■EM■■■■■M■■■■■ ■■■■■■■ ■■■I■■■■■■■■■■■■■■■■ ■■■MEMS EM■1■■■■■■■■■■■■■■■■ • ' NONE WEER■■■■■MEM■■■M■■ I �� �®� f ' FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 8, 2004 RENEWED: June 28, 2004 AMENDED: July 19, 2004 AMENDED: August 2, 2004 TO: David Bers Architecture A/C Bozzo 39 West 10 Street, Suite 504 New York, NY 10011 Please take notice that your application dated April 8, 2004 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 6135 Camp Mineola Road, Mattituck, NY County Tax Map No. 1000 - Section 123 Block 5 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to this non-conforming single family dwelling, on this non- conforming 7,623 square foot lot in the R-40 District is not permitted pursuant to Article XXN Section 100-242A, which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes a single side yard setback of 7.4 feet, a total side vard setback of 17.7 feet and a total lot coverage of 28.45 percent. The proposed construction will have a single side yard setback of 7.7 feet a total side yard setback of 22.2 feet and a total lot coverage of 33.14 percent Pursuant to the ZBA's interpretation in Walz 050391 such additions and alterations will thus constitute an increase in the degree of nonconformance. 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 a total side yard setback of 25 feet and a total lot coverage of 20 percent. In addition Zoning Board of Appeals decision #3553, dated November 19, 1986, regarding the Bozzo residence states that total lot coverage on the property may not exceed 24 percent. This Notice of Disapproval was renewed on June 28,2004, on July 19, 2004,to include references to ZBA decision #3553, and on August 2, 2004, to correct lot coverage based on a new survey from Martin Hand, dated July 23,2004. oriz i ure 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. no 3 —< -to,"n Hall. 510QS Nlam Roud JLIDITH T. TERRY TOWN CLERK P.O. R(,\ 1170 ',:1� � `� _' Southold. Nc, ) nrA I I'171 � i L., IiEGISTRnR OF VIT R1S1105 Fax (516) 76� -IR'_I ro(�� MARRIAGE OFFICER �R _ Telephone (S 16) 76S. IH0I RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : d 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" [FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area [CIC(93) ] . 6;',V. GCY TOWN OF SOilnk)L0 d��h Southold Town Clerk August 25, 1993 APPLICATION PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate_ SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign)' 1. 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 no( be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is herby 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 THATTATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE OF MY NVLEDGE,TRUE AND 21,7Z,� TE (APPLICANTS SIGNATURE) �I DATE aV SECTION 2• PROPOSED EVELOPMENZo be completed by APPLICANTI NAM ADDRESS TELEPH NE APPLICANT /1 '2 m= / BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. /lam /N FDP(93) • .. APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes). A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE 0w Structure ❑ Residential (1-4 Family) Addition O Residential (More than 4 Family) ❑ Alteration ❑ Non-residemial (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residemial & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) r ESTIMATED COST OF PROJECTS ft B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION f! PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and spcnGcatior s, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor,details of floodproofmg of utilities located below the fast floor and details of enclosures below the first floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations �Aif they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Fl. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. ❑ Other: ,SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity: A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law #_, 19_ The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions 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 section 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. 1. Actual (As-Built) Elevation 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). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Ip Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 . AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C/C(93) APPLICANT: DATE SUBMITTED: -46 / 7 /04 SCTM# DISTRICT: 1,000, SECTION: !23 , BLOCK: °t, LOT: CP -4- SUBDIVISION: ADDRESS:IjjS- Cj,_ ,o b1tnrojCITY: -Mc&-6r ZONING DISTRICT: -- CONFORMING?/� BUILDING PERMITS OPEN/EXPIRED: PRECO: OR N 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 N c) NOTES: LOTS 40,000SF-100-24.Lot recognitiion.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afl REQ. LOT SIZE: ACT. LOT SIZE:2Q3 REQ. LOT COV.c>90')• ACT. LOT COV. REQ. FRONT_ ' ,95– PROP.FRONT REQ SIDE /0/&--,5– ACT. SIDE REQ- REAR _ PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Sec,,,c(2 I -*t\ 4-21f-t4 ESTIMATED PROJECT COST: 5c7� �T/ENGINEER� WATER FRONT? DESCkIPTION: PANEL It FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orE>0 131)ft DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y oDEC NEW YORK STATE DEC: PRE. i1i�s�or DTE: 1-20 PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE:_/_/_ PERMIT#: TOWN ZONING BOARD-APPROVAL: YES o DTE: PEPMrr#: TOWN PLAN. BOARD APPROVAL: YES o DTE:—_/ /_ KERMIT#: TOWN HiSTORICALAPRE(SPLIA): YES o ISO ~^ NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): 0Sr NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (__SF)- (--SF)= SFX$ _$ +$ . +$ _$ 2. (_SF)- (— SF)= SFX$ =$ +$ +$ _$ 3. (----SF)- LSF)= SFX$ FINAL TOT : $ 6-0 NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering:Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA:ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:YIN ROOF RAFTERS:YIN LUMB R SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N D�.4A-Y/N SNOW: Y/N SEISMIC: Y/N WIND: YIN WINDOW AN4k00R SCHEDULE: MIs`I��d. REQUIREMENTS: YIN l E/ SS 5.7 S.F.: Y/N l LIGHT 8%: Y/N / VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: Y/N ENERGY CALCS: YIN TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) WINDOWS - GLAZED OPENING ------- ----- PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: -� STEEL BRACKET, i i A-CLEAR SHIELD HURRICNE+SECURITY PANELS-831 -287 5080 T--- ----►[ I TWO ON EACH SIDE i i B-QUICKGUARD STORM PANELS 631 -287 5330 I SCREWED TO WINDOW I I FRAME PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM 1886 AS NOTED IN STORM PANEL NYS RESIDENTIAL CODE. 3/4"CDX PLYWOOD STEEL BRACKET, I I STORM PANEL TWO ON EACH SIDE 3/4"CDX PLYWOOD SCREWED TO WINDOW I I I FRAME i STEEL BRACKET, TWO ON EACH SIDE I SCREWED TO WINDOW ty---- ----� FRAME I II I I � I 1 I 'PLYWOOD SHUTTERS AND ALL REOUIRED HARDWARE TO BE STORED ON SITE 1 WINDOW PROTECTION DETAIL /tel DOOR PROTECTION DETAIL XO. DATE: SUMMON' BOZZO RESIDENCE 1 11Po7/03 DESIGN DEV. 4135 Camp Mineola Road 2 31IM4 BID SET Mattituck,NY 11952 3 323Po4 DOB SOUTHOLD nTM: STRUCTURAL NOTES WO : 1 12"=i'-0" DATE: 323/04 �4/q� DAVID BERS ARCHITECTURE virouw"®.u.cw o VV Notes Bozzo 1. The drawings and specifications are complimentary;what is required by either is included in the a S ' enc V Contract. It is the intent of the drawings and specifications to include all labor, materials, shoring, protection, and other items that are necessary,to produce the work described in a safe, complete, correct, and finished manner. 4135 Camp Mineola Road 2.The work shall be done in compliance with all applicable City, State, and Federal construction and Mattltuck, NY 11952 safety regulations, and in compliance with all utilities. All trades to be licensed and insured. ZONING DISTRICT TOWN OF SOUTHOLD, 3.The warranty period shall be one year from the date of substantial completion, and shall cover all new SUFFOLD COUNTY, NEW YORK work. All repairs or corrections made during this period shall be made in a timely manner, and without S.C.T.M.# 1000-123-5-27 cost to the owner. HEIGHT TWO STORY WOOD FRAME 4. All Work Copyright David Bars 2003. DWELLING EXISTING OCCUPANCY RESIDENTIAL 5. The contractor shall examine site and verify all dimensions and conditions on the site and be responsible for same. In case of discrepancy conflict or doubt, notify architect in sufficient time to resolve PROPOSED OCCUPANCY RESIDENTIAL issue before proceeding with work in question. RED qqc 6. Do not scale drawings. \0 IRA to P 9� gt 7. All items and hardware to be installed and supplied by G.C. Cy 8 G.C.to provide samples of all finishes for approval by architect prior to fabrication. Shop drawings to be submitted for all cabinet work for approval prior to fabrication. 9. Submittals: fr3 ' a. Cabinet Shop Drawings Drawing List - b. Finish Samples c. Hardware Alternates d. HVAC Shop Drawing and Equipment Cuts T1 COVER SHEET e. Heating Plumbing Cuts C1 SITE PLAN f. Wood Exterior Windows AO DEMOLITION PLAN Al FIRST FLOOR PLAN 10. Appliances by owner to be installed by G.C. Lighting fixtures where noted'By Owner'to be installed A2 SECOND FLOOR PLAN by G.C. G.C. to provide delivery of all items including all appliances and fixtures from curb. A3 ROOF PLAN A4 FOUNDATION PLAN A5 ELEVATION SOUTH A6 ELEVATION WEST Additional Notes A7 ELEVATION NORTH AB BUILDING SECTION A9 BUILDING SECTION EXTERIOR MATERIALS Treated cedar shingles-white paint trim. A10 WALL SECTIONS Asphalt Shingles on roof. S1 STRUCTURAL NOTES Copper on low roof areas. S2 STRUCTURAL NOTES Mahogany wood porch and steps. S3 STRUCTURAL NOTES Slate patios. S4 STRUCTURAL DETAILS DOOR&WINDOW TYPE Marvin wood doors and windows @ new construction. TYPE OF HEAT Hot Water WDABOZZO RESIDENCE U, GN 1 MMSUB D. 1 111]13 DESIGN DEV. 4135 Camp Mirre la Road 2 3/1514 BID SET Mattltmic,NY 11952 3 32314 DOB SOUTHOLD Mt z COVER SHEET MALE. AS NOTED �OAA�1��e, 32314 ■ s SURVEY OF CERTIFIED TO:EUGENE ZO GEORGINA BOZZO DESCRIBED PROPERTY JOB NO. 2003 504 SI TUA TE A T MATTITUCK ; .cP o0 TOWN OF SOUTHOLD REVISIONS:ADD 2 ND.STORY SUFFOLK COUNTY, NEW YORK ADDITION 3/08@004 .R ADD ELEVATIONS HSE.CORNERS& v' S.C.T.M. DIST. 1000 SEC. 123 BLK. 05 LOT 27 FIN.FL. 5/24!2004 10 5 0 10 20 30 40 50 60 70 80 90 ��5� • oso�°�P� SCALE. 1'=20' DATE:DECEMBER 11, 2003 LAND Sv LICENSE NO.050363 LOT AREA:7,665 SQ.FT. =0.176 ACRE(TO MEAN HIGH WATER MARK) LOT AREA: 7,211 SQ.FT=0.166 ACRE(TO BULKHEAD) HANDS ON SURVEYING ALLOWABLE LOT COVERAGE. 1,533 SQ.FT. =20% 46 NORTH ROAD EXISTING LOT COVERAGE:2,398 SQ.FT. =31.3% HAMPTON BAYS, NEW YORK PROPOSED ADDITIONAL LOT COVERAGE:336 SQ.FT. 11946 PROPOSED LOT COVERAGE(EXISTING&PROPOSED):2,734 SQ.FT. =35.7% TEL:(631)-723-1954-FAX.(631)-723-1329 PROPOSED IMPROVEMENTS DEPICTED ON THIS MAP ARE MARTIN D. HAND LS BASED ON APPROXIMATE DIMENSIONS DERIVED FROM CLIENTS DESIGN AND/OR SITE PLAN. THE PROPOSED IMPROVEMENTS ELEVATIONS SHOWN HEREON ARE REFERENCED TO N.G.V.D.1929 ARE SHOWN AS AN ACCOMODA TION TO THE CLIENT AND NO DATUM AND ARE THE RESULT OF ACTUAL FIELD MEARUREMENTS. RESPONSIBILITY IS ASSUMED BY THE SURVEYOR FOR CHECKING THE COMPLIANCE OF THE PROPOSAL WITH ZONING OR OTHER REGULATIONS. - I A 1 I t 0� D E G H-r EOGEOF PAVEME� 3 01 W (CAMP MIHEOLA 0.58' W 50.00' o z � o N T6"35.40"E ASPHALTDRIVEWAY w Y ow+0.1W 20.a mmm DTIL�p01.E 5 m O LL GONG.MON, o OLL 0jW ; FRAAfE WA[CO.f•L= OoZo Iq� GARAGE Q FN ONL/N 4�' �O?j w i 20.0' Z W Z X g o 4 W zl �$0 3 3 oy< 7W41 DWY J ONUNE fs, 1�4E Om B aOAt DuTDDORRA.uE 7.7' WDo °E�* m g$ ENCLOSURE EL 52 fL:53- 41 w Q9. O Q 4 N2 ZO. a S OO AWD.,gpOR ^' 2 EkisTyy�TRR^So d �Q y�v103' W Oz �oS � o= EL:54' OyW 4. `W m �o mo 4 Q WO 6? V� Q. 2pV SW FNO,,W, mV I O 7.4' � El.:5.3 264• 2ndFLDDR woD00Ecrr EL.:5y s, FN07.WI p WOODDECA' "'No W ' Q a 0 o � MEAN HIGH WATER MARK AS OBSERVED ON DECEMBER 16, 2003 mo DAD rmen.cw.wus,a nica"mmxr. suw o FN f.f•N�f W W49.?ER MARK) 8 0 � S-14-39'20 A m rom`x".nMgem�x i wm a°°u°" FAN HIGH � � �.. M �� �wc°a °mawm° sua�n MO ' E pL ro: vrnmumrr (TIEUN CO MWSMS,�.. P�YPIRII®IIOCNKTWF Mme' m%1°'winmlmox°�moru�uo GReA-f Pe � SURVEY OF CERTIFIED TO:EUGENE ZO GEORGINA BOZZO DESCRIBED PROPERTY S1 TUA TE A T JOB NO. 2003-504 MAP NO. MATTITUCK FILED: pF 1:^(y REVISIONS:ADD 2 ND.STORY TOWN OF SOUTHOLD ADDITION 3/082004 SUFFOLK COUNTY, NEW YORK ADD ELEVATIONS HSE.CORNERS& FIN.FL. W412004 S.C.T.M. DIST. 1000 SEC. 123 BLK. 05 LOT 27 REV.DECK&LOT COV 8/042004 REV.EXISTLOT COVERAGE 7232004 10 5 0 10 20 30 40 50 60 70 80 90 SCALE. 1"=20' DATE:DECEMBER 11, 2003 ` LICENSE LOT AREA:7,665 SQ.FT. =0.176 ACRE(TO MEAN HIGH WATERMARK) LOTARE4: 7,211 SQ.FT.=0.166ACRE(TO BULKHEAD) HANDS ON SURVEYING ALLOWABLE LOT COVERAGE: 1,533 SQ.FT. =20% 46 NORTH ROAD EXISTING LOT COVERAGE:2,181 SQ.FT. =28.45% HAMPTON BAYS, NEW YORK PROPOSED ADDITIONAL LOT COVERAGE:359 SQ.FT. 11946 ' PROPOSED LOT COVERAGE(EXISTING&PROPOSED):2,540 SQ.FT. =33.14% TEL:(631)-723-1954-FAX(631)-723-1329 MARTIN D. PROPOSED IMPROVEMENTS DEPICTED ON THIS MAP ARE HAND L.S BASED ON APPROXIMATE DIMENSIONS DERIVED FROM CLIENTS DESIGN AND/OR SITE PLAN. THE PROPOSED IMPROVEMENTS ELEVATIONS SHOWN HEREON ARE REFERENCED TO N.G.V.D.1929 ARE SHOWN AS AN ACCOMODA TION TO THE CLIENT AND NO DATUM AND ARE THE RESULT OF ACTUAL FIELD MEARUREMENTS. RESPONSIBILITY IS ASSUMED BY THE SURVEYOR FOR CHECKING THE COMPLIANCE OF THE PROPOSAL WITH ZONING OR OTHER REGULATIONS. � WAY /1 T OF ' VVI D E RG HROAD, EDGE�PAYMENT 31 (CAMP MINE 80.58' LL Z 50.00 o z 4O"E ABPHALTDRNEWAY j O N "35. " 76 wyg LmLNy S DO OMDN. gy 20.G , K o w coN � � o�LL 04•N ; 5. LL to LL �YW GAARRAGGE H'A[[O.rf OZO FNoNj g 41, 3oT 20.s uj z' o' Hf a g o0 8 4 m w O-T�l 3 LOT COVERAGE AREAS: DWy HOUSE: 1,375 SQ.FT. °N goo gam GARAGE: 386SQ.FT. °'POPDSED 95' �8t STEPS: 41 SQ.FT. �^� DECKS: 379 SQ.FT. ENOLOS( (35Ds0 Ti Et. Sr �•:s3 17.9• o4- TOTAL AREA:2,181 SQ.FT. 3 y� 42•, 2p�DQ slot °vs ci ;Ex�so�R" 6 e ATO s ;44� 10.3' SOS Og �m � EC.:5.4' dZo OyW 2 Q4, 2 �4 " 2W U 'w¢rwi 7.4' EL.:5.3 2a4• W°°DDEtW EL.:55 i FN07•W� WOOD o W a ro MEAN HIGH WATERMARK AS OBSERVED ON DECEMBER 16, 2003 �o a3,w u®ennooeasas.a ' � MQTMg1��ll 1 FN�.'.�, R! •Y!SCAM s� 9E1JIMIO®.OPIQ ZD"W 4 TER MARK) M ^ - 3920 NIGF1 A �;a o N _ / �C"MIMIM'RAI1R MEAN � N � V mm�eu��rmemem® SIE LINE ALONG f _ CD cn .c,nw"eia�eeoxwuw. PE arumM raeaMewer s�ramw a�ewrmM '�iwem°""wminnx°p'n°u m w'�ilo"" E AN FMS® MGOOM. R G #�4 w pr+K44�a vsvjl- is A QQAc)u— add SCA Cnn ®c a no,ue�r y�cSL®y L r� , • ,� �,�, ,�,x1� gbl�io•l. c7v.A�. Notes Bozzo o�FicE 1. The drawings and specifications are complimentary;what is required by either is included in the C S I d V n C V Contract. It is the intent of the drawings and specifications to include all labor, materials, shoring, protection, and other items that are necessary,to produce the work described in a safe,complete, APPROVED AS NOTED correct, and finished manner. 4135 Camp Mineola Road : 6 1 2. The work shall be done in compliance with all applicable City, State, and Federal construction and DATEB.P.8 Mattituck, NY 11952 safety regulations, and in compliance with all utilities. All trades to be licensed and insured. F-E:. BY: I` TIFY BUILDING DEP NT AT ZONING DISTRICT TOWN OF SOUTHOLD, 3.The warranty period shall be one year from the date of substantial completion, and shall cover all new 7` x-1802 8 AM TO 4 PM FOR THE SUFFOLD COUNTY, NEW YORK work. All repairs or corrections made during this period shall be made in a timely manner, and without FC; LOWING INSPECTIONS: S.C.T.M.# 1000-123-5-27 cost to the owner. 1. OUNDATION • TWO REQUIRED I OR POURED CONCRETE HEIGHT TWO STORY WOOD FRAME 4. All Work Copyright David Bars 2003. 2. ROUGH - FRAMING & PLUMBING DWELLING 3. ' :SULATION EXISTING OCCUPANCY RESIDENTIAL 5.The contractor shall examine site and verify all dimensions and conditions on the site and be 4. NAL CONSTRUCTION MUST responsible for same. In case of discrepancy conflict or doubt, notify architect in sufficient time to resolve COMPLETE FOR C.O. PROPOSED OCCUPANCY RESIDENTIAL issue before proceeding with work in question. ALL ',ONSTRUCTION SHALL MEET THE _----, RF"::JiREMENTS OFTHECODESOFNEW pLUMeERCERTd1GATlON EUA9 6. Do not scale drawings. YCRK STATE. NOT RESPONSIBLE FOR C' DESIGN OR CONSTRUCTION ERRORS. ON LEAD CON i�NT REQ va w RAQFgs moi' 7. All items and hardware to be installed and supplied by G.C. CERTIFICATE Ole 0= r 8. G.C. to provide samples of all finishes for approval by architect prior to fabrication. Shop drawings to W�W �$ SOLDER USED IN fi be submitted for all cabinet work for approval prior to fabrication. COMPLY WITH CHAPTER - SUPPLY SYSTEM OA r EXCEED 2/10 0F1%LEA �s Q 9. Submittals: FLOOt3 DAMAGE PREVENTION �.•� �3.. y0 a. Cabinet Shop Drawings 80UTHOLD TOWN CODE. Drawing List b. Finish Samples c. Hardware Alternates d. HVAC Shop Drawing and Equipment Cuts T1 COVER SHEET e. Heating Plumbing Cuts COMPLY WITH ALL CODES OF C1 SITE PLAN f. Wood Exterior Windows NEW YORK STATE & TOWN CODES �^r►�UPANCY OR AO DEMOLITION 16. UNLAWFUL AS REQUIRED AND CONDITIONS OF Al FIRST FLOOR PLAN 10. Appliances by owner to be installed by G.C. Lighting fixtures where noted'By Owner'to be installed A2 SECOND FLOOR PLAN by G.C. G.C. to provide delivery of all items including all appliances and fixtures from curb. J.A SOUTMTOM ZBA A3 ROOF PLAN , CERTIFICATE A4 FOUNDATION PLAN SOUTHOLDTOWN PUANMNGMW A5 ELEVATION SOUTH Additional Notes AELEVATION WEST SOUTHOIDTOWNTRUSTEES A77 ELEVATION NORTH _ A8 BUILDING SECTION P.3 KY.$.DEC A9 BUILDING SECTION ALL CONSTRUCTION SHALL EXTERIOR MATERIALS Treated cedar shingles-white paint trim. A10 WALL SECTIONS Asphalt Shingles on roof. Si STRUCTURAL NOTES MEET THE REQUIREMENTS OF THICODES OF NEW YORK STATI, Copper on low roof areas. S2 STRUCTURAL NOTES Mahogany wood porch and steps. S3 STRUCTURAL NOTES State patios. CERTIFICATION OF S4 STRUCTURAL DETAILS UNDERWRITERSCERTMATE NAILING & CONNECTIOM PLUMBING; REQUIRED DOOR &WINDOW TYPE Marvin wood doors and windows @ new construction. REQUIRED, ALL PLUkIP-. ,%QT &WATE: 4G -D TYPE OF HEAT Hot Water TESTING BE AI xo. Dare: wmsaon: RETAIN STORM WATER RUf4M Mineola RESIDENCE , Po DES IGT DEV. 4135 Camp Minla Road z 3/15 ansma BID SET K���TO SEC Mattituck,NY 11952 vNr'- •�C�/'�1ur� SECT" ��� 3 3k3Po4 DOB SOUTHOLD nn : COVERSHEET SCALE: AS NOTED DM 3MM i nnw,xa.acw Ic I SURVEY OF CERTIFIED T0:EUGENE ZO GEORGINA BOZZO DESCRIBED PROPERTY JOB N0. 2003-504 SI TUA TE A T MAP N0. t�F N�' MATTITUCK FILED: s 1. REVISIONS:ADD 2 ND.STORY TOWN OF SOUTHOLD ADDITION 3A19/2004 ' SUFFOLK COUNTY, NEW YORK S.C.T.M. DIST 1000 SEC. 123 BLK 05 LOT 27 10 5 0 10 20 30 40 50 60 70 SCALE. 1"=20' DATE:DECEMBER 11, 2003 LICENSE NO.050363 LOT AREA:7,665 SQ.FT. =0.176ACRE(TO MEAN HIGH WATERMARK) LOT AREA:7,211 SQ.FT.=0.166 ACRE(TO BULKHEAD) HANDS ON SURVEYING ALLOWABLE LOT COVERAGE: 1;533 SQ.FT. =20% 46 NORTH ROAD EXISTING LOT COVERAGE.Z396 SQ.FT. =31.3% HAMPTON BAYS, NEW YORK PROPOSED ADDITIONAL LOT COVERAGE.336 SQ.FT. 11946 ` PROPOSED LOT COVERAGE(EXISTING&PROPOSED):2,734 SQ.FT. =35.7% TEL:(631)-723-1954-FAX.•(631)-723-1329 PROPOSED IMPROVEMENTS DEPICTED ON THIS MAP ARE MARTIN D. HAND LS BASED ON APPROXIMATE DIMENSIONS DERIVED FROM CLIENT'S DESIGN AND/OR SITE PLAN. THE PROPOSED IMPROVEMENTS ARE SHOWN AS AN ACCOMODATION TO THE CLIENT AND NO RESPONSIBILITY IS ASSUMED BY THE SURVEYOR FOR CHECKING THE COMPLIANCE OF THE PROPOSAL WITH ZONING OR OTHER REGULATIONS. R - Ni W A Y 10- �F IDE G� EpGEOP POEM R 3( (CAMP MINEOIA 60.5w w 2.T' 50.00 o z J � N 76^3540"E Asw+AcroanEwAv g poLE 5 of ?0.6 8 ul q UTILfN O�O.MON' �,y ' p�LL w Ir LL 10 ED G4 ozo SvavL RAGE v 41' t y 3 t -j ONLINE 14')r g p 7p L �$- OU EHAME 77' 1DECA- m r��i w EA'IXOS(A4E O 41•, ` ?Asorbs� Aoar .R ^ Q g a 0 �h 2 .FX/S fsr Oq u�� r o tz - X44• o 10.3' w �y0 �Wm g� �o �Q= hIQ 3J kg R 3�g ry 4 Q �y fvarwi ` � W �U ' O 164• j ?ny m ENa7.W' W'bDOOEC!( W o O A -1 S pg c o k MEAN HIGH WATER MARK 2 � AS OBSERVED ON DECEMBER 16, 2003 bo Z� I- 031W EAO o 4 5=5 H=-Aw FA/i.l, b r°1•mw�i" row"n�°i" �K M RN111P 20"W 49 TER MARK) 8 • UNVMOR®KRN,911 W M•191 ro,10BMKYBrc4mN4 S T4 39N NIGH WA ` � � �,�,��,�,m•,,.n MEA e �( �iM.."RE ° �IELINEA�ONG NI A ���.��m� EC;oNlc OWN CPB/.1®IIiOA m„1iNM 1,M1•tdM)!!W.8IJMIKpB2,/M EA - R rormmw•rsnmrawaaKmer G i I I I I i I I I ro REMOVE EXISTING WINDOW RELOCATE DUCTWORK (SEE FIRST Ltrc==- -- FLOOR PLAN) LO O NOTE: PROTECT WORK SITE PEREMETER WITH LINE OF HAYBAILS SEE BUILDING SECTION (1/A8) FOR AREA OF a- ,FROOF DEMOLITION REMOVE i '`' EXISTING I DRAWING KEY PORCH TO BE DEMOLISHED 4 - , I I , �J I REMOVE k----k "' EXISTING 4----� ❑ iii DECKING AND -----�` u; WOOD SUPPORT , ______ ________________________ il- ED DATE: 911BItlS M: 4 BOZZO RESIDENCE W4135 11107,03 DESIGN DEV NLatt . W Maft ituck,NY 1195Camp Mir1952 Road 2 3n5Po4 BID SET `s 3 323104 DOB SODTHOLD �E /1 FIRST FLOOR DEMOLITION PLANSECOND FLOOR DEMOLITION PLAN nRE FIRST&SECOND FLOOR DEMOLITION PLAN DATE: 323/04 D ®o s0 RFAO NEW CANTELEVER FLOOR PAINTED WOOD AND ROOF STRUCTURE SHELVING FULL HEIGHT WD WOOD RAILING NEW HEADER ABOVE RELOCATE EXISTING WINDOW SCREEN 6-0" DUCTWORK TO REMAIN ABOVE FINISH O O O O DECK 1 - - A9 EQ. EQ. CAN -- — — T — m WOOD STAIRS AND HANDRAIL N I ; W O Q/2 EQ EQ /2 Q/2 v iu ALIGN P. WD. DESK SHELF WITH ? '-_- 11/2"SOLIDO � HRDWD. SHOWER ^ m2 , NOSING ' 101 DEN 4 UP ! c? FIR AND SHEETH WALL AT EXISTING TO 4 °d MATCH NEW FAX L' jl CONTINUOUS 01 SHELVES PATCH EXIST.WALL 2X6 WOOD STUD PORCALIGN ADJUSTABLE NEW OO D PANELLING TO WALL TO FIT 4'-8 2'-10' MATCH EXACTLY POCKET DOOR WHERE DOORS ARE WOOD POST 11 TO BE REMOVED. - - ----------- - - Hi ICli I ' I j SWTCHTING11'— I I i 12'-0" j LOCATIONLo IEQUAL ! i EQUALI AIG Y ) -- 102 PORCH DN 6 R @ 6 7/8" rToi II I , ALIGN EQUAL EQUAL WOOD RAILING -NEW WOOD --------------- ------------------------------------------- ' - STEPS WOOD WOOD POST FOR TRELLIS A9 l 1 FIRST FLOOR PLAN CONSTRUCTION KEY ELECTICAL KEY BOZZO RESIDENCE W. "ate ��G1 11/07103DESIGN ND DEV. 4135 Camp Mineola Road p 3/15,D4 BID SET DUPLEX OUTLET N Magituck,NY 11952 EXIST. CONSTRUCTION S -- 3 arzaroa DOB SOUTHOLD l �+ E NEW CONSTRUCTION TELEPHONE 11--I- SPECIAL OUTLET MTS: FIRST FLOOR PLAY start: 1/4"=P-0' r� DOWNLIGHT DATE: 3,23/04 IO WALL SCONCE DAVID = l A SWITCH I SUPPLY A/C DUCT TRANSFERS TO CLG. OF BEDROOM 201 202 CLOSET , R.OT. EQ R.O. EQ. NEW WD. SHELVING pg DN O ! O ' er ; pl CAN , 1 0 201 BEDROOM e ! Cc T ----- ------------O -SLOPED FLOOR SEE FOUNDATION PLAN FOR LOCATION _ HEIGHT TRANSITION I Q REMOVE EXST. DR. OF POSTS h o Z M MAX _ 203 1 HALLWAY Y N -- - - -- "' 206 PORCH I __ '-19"D.0__ _ 003 zoa ¢ =I===ALIGN ---- -- ---\------ -- --- ---- -- I C3 NEW DOORS FOLDING C7 a LINE OF HORIZONTAL 204 BEDROOM SHALLOW AT CEILING w 205 1 CLOSET I ! LINE OF EXISTG. MATCH & PATCH j EXISTING WOOD DORMERS I a I Q PANELLING IN THE HALLWAY AND BEDROOM AREA -- - ---- I I LINE OF EXISTING — + -------- s— EXTERIOR WALL AT R.O. EQ, R.O. EQ. 1 ST FLOOR I LINE OF ROOF _��� I NEW WOOD TRELLIS OVERHANG SISTER EXISTG. RAFTER DOWN TO NEW WOOD TRELLIS I I ; EXISTG. SILL PLATE AT THIS LOCATION I I i 1 A8 SECOND FLOOR PLAN CONSTRUCTION KEY ELECTICAL KEY BOZZO RESIDENCE 1 oar: DESIGN D i 3/15! 3 DES IGT DEV W 4135 Camp Mineola Road z snsma BID SE EXIST, CONSTRUCTION DUPLEX OUTLET N MattNuck,NY 11952 s MM4 DOBsourHOLD �+ S E NEW CONSTRUCTION TELEPHONE 1114 SPECIAL OUTLET 90� SECOND FLOOR PLAN DOWNLIGHT DAM: SM/04 kO WALL SCONCE DAVID B # A2�n 12 2 SWITCH s a �B L EXISTING LEADER EXISTING GUTTER NEW LEADER TO ROOF BELOW NEW GUTTER fo ------------------------------' ,I I I i I i NEW ROOF EXTENSION „r 1 TO ADJACENT WALL I I ADDITION(SEE , BUILDING SECTION) I I ,4: I ` I V t '1. '{f I i NEW ASPHALT u SHINGLE ROOR I NEW ROOF TO TIE I MATCH SLOPE OF I EXISTING ROOF INTO EXISTING ROOF I I AT THIS AREA I 1 I I i I I I I I I EXISTING SKYLIGHT NEW GUTTER EXISTING ROOF NEW LEADER TO ROOF BELOW EXISTING GUTTER EXISTING LEADER w. DATE', suMMM: BOZZO RESIDENCE I 1IM7/03 DESIGN DEV. rn 4135 Camp Mineola Road 2 T-1501 BID SET ROOF PLAN DRAWING KEY S N\ Mattituck,NY 11952 3 323A4 D0830UfHOLD NEW ROOF �E nn : ROOF PLAN r—� SLOPE DIRECTION scams: IW=V.3^ DAM 323/04 DAVID p .Ew vo&xvsa }" ®meq 8 i •3 I - 3 - EQ. EQ. '-- - 1 ' T OP 3" v — — EXISTING FOUNDATION ATTACH WD °cw STRUCTURE. POST TO TOP NO NEW WORK OF CONCRETE S' PEIR(TYP) in I J = EXISTING � FOUNDATION WALL STRUCTURAL--*- PEIR TRUCTURALSPEIR F-1CENTERLINE _ - � N r 6-0" 6-9 1/2" v io 3" -- '---- - EQUALEQUAL 12"DIA. PEIR W/ L SPREAD FOOTING, MIN. 36"BELOW GRADE(TYPICAL) r FOUNDATION PLAN BOZZO RESIDENCE 1wSIGND DRAWING KEY W 4135 Cam Mtrreola Road + 3115 ro DESIGN DEV. P 2 3I15N4 81D SET NEW CONC. S- N Mattituck,NY 11952 3 328�D4 DOB SOUTHOLD EXISTING FOUND. IE WALL TlTiZ: FOUNDATION PLAN We : 116'-1W Dare: 32303 DAVID BERS ARCHITECTURE *ex z�ao foo: gg A4 szmaaumm.nrn g NEW ASPHALT 1 SHINGLE BOOR A9 NEW ROOF EXTENSION MATCH SLOPE OF TO ADJACENT WALL EXISTING ROOF ADDITION (SEE BUILDING SECTION) NEW ROOF GUTTER WOD GURDRAIL AND !I� LINE OF NEW DBL. BALLUSTRADES RAFTER SISTERED TO © © © © EXISTING STRUCTURE 2 NEW ASPHALT 110 ROOFING NEW SECOND FLR. EL. B'-5" i 00000000 � EXIST.SECOND FLR. EL. " CONTINUOUS WOOD POST FIRST FLOOR , EL.0'-0" _ 1"X4"WOOD I� �� ( NEW WOOD SIDING TO SKIRT TPACE AROUND 2 MATCH IN DIMENSION h GRADE CRAWLA10 AND COLOR(TYP.) V EL.VARIES 1 A9 NEW CANTELEVER BUMP-OUT n WEST ELEVATION BOZZO RESIDENCE 1 DATE, �GND 1 11107,03 DESIGN DEV. 4735Camp Mineola Road k% 3nsa4 BID SET Mattituck,NY 11952 3 323,04 DOB SOUTHOLD rte: WEST ELEVATION SCALE: 114k- l4'b1'0" DATE: 323/04 DAVID Sween A r s �--- ATTIC VENT T.O.RooF AB 12xiB (TYP.) EL. 21'-7'• NEW WD SIDING TO ROOF SLOPE TO MATCH EXISTING MATCH EXISTING EXISTING DORMER EXPOSED ROOF BEYOND STRUCTURE NEW GUTTER DRAINS TO ROOF BELOW F1 F7. Al I I NL.EW SECOND PLR. E6'-S" I EXIST.SECOND FLR. a) EL.8'-3'• ir NEW WOOD �� F TRELLIS co I � O ccH x ' W w FIRST FLOOR - z EL 0'-0" NEW WOOD PORCH EL.-0'-2" NEW SOOD NEW BUMP-OUT BEYOND GRADE EL.VARIES 1 1"X4"wooD AS SKIRT AROUND CRAWLSPACE n SOUTH ELEVATION W. Dare: SDa mm BOZZO RESIDENCE 1 11,07ro3 DESIGN DEV. 4135 Camp Mineola Road z 3n sroa BIDSET Mattituek,NY 11952 3 323/04 DODSOUTHOLD SOUTH ELEVATION SCALE Ila'=1'-0• DAM: 323/04 DAVID BERS ARCHITECTURExEwvow�xv9wi uvuna�cnasami. o ~� 1 NEW ROOF EXTENSION A9 T.O.ROOF TO ADJACENT WALL EL.21'-7" ADDITIONSEE BUILDING ECTION) NEW ASPHALT SHINGLE ROOR MATCH SLOPE OF EXISTING ROOF NEW GUTTER � J ❑ ❑ ❑ ❑ NOTE: ALL DECK MATERIAL TO BE PAINT GRADE WOOD. NEW LEADER NEW WOOD DECK TO BE MAHOGANY DRAINS TO RAILING ROOF BELOW PROVIDE FLASHING AT ALL ROOF TO WALL INTERSECTIONS 12" MIN AT WALLS NEW SECOND FLR. EL.8'-5" c0_--0r�oo0 000000 — EXIST.SECOND FLR. EL. 33" NEW WOOD TRELLIS, 2X10'S �J AT 12"O.C. CONTINUOUS WOOD POST 1"X1"Q 4"O.C. WD 1 BALLUSTRADE ATTACHED LA— TO POP AND BOTTOM RAIL ) FIR5i FLOOR EL.O'-O" L U LJ 1 1 GRADE h EXISTING 1 1"X4"WOOD EL.VARIES FOUNDATION SKIRT AROUND WALL A9 CRAWLSPACE n EAST ELEVATION NO DATE: SDE =Ufi. BOZZO RESIDENCE 1 11/07/03 DESIGN DEV. 4135 Camp Mineola Road 2 3/15/04 BIDSET Mattituck,NY 11952 3 323174 DOB SOl1THOLD TTIE: EAST ELEVATION DATE. 323/04 F R7 FLASHING(TYP.) S"THICK BATT 1 NEW ROOF INSULATION A9 T.O.ROOF EXTENDED OFF EL,21'-7" EXISTING RIDGE If=nn 11 n n n n fli HORIZONTAL CLG SHALLOW NEW WALL MATCH EXIST. H d d=Hd Hill STRUCTURE TRIM I !Sn USTROF —� ■ LINE OF NEW DBL. SLOPE BEYOND WOOD GUARD RAFTER SISTERED TO C II� RAIL EXISTING STRUCTURE, S OPED FL OR TO SILL PLATE I } TRANSITION ll NEW 2X10 FLOOR FRAMING II i STRUCTUREEXISTING FLOOR SISTERED TO EXIST. NEW EACH SECOND fLR. STRUCTURE @ JOIST N EL. e'-5" _ EXIST.SECOND FLR.$ EL. B'-3" EXPOSED PORCH PRC)VlDISTRUCTURE ­ l BRIDGING AT U-0" I CONTINUOUS NEW DOUBLE POCKET DOOR I BALLU�STRA E ATTACHED NEW WALL C S RUCTION ( TO TOP AND BOTTOM RAIL (TYP) I FIRST FLOOR EL.0'-0"$ 1"X4"WOOD SKIRT AROUND CRAWLSPACE 1 A9 EXISTING NEW FOUNDATION CONCRETE PEIRS I I I xo. DarE: suawsaox: BOZZO RESIDENCE 11/07103 DESIGN DEV. 4185 Camp Mineola Road 2 3/15/04 BID SET n BUILDING SECTION MattitucR,NY 11952 3 323R4 DOB SOUTHOLD i ^T� BUILDING SECTION SCALE: tl4"=1'0° DOTE: 323/04 DAVID BERS ARCHITECTUREx[wvuxxxv�eaw A8 ROUTE OF NEW NEW ASPHALT 1 A/C DUCT ROOFING T _O.ROOF A8 TO ELL.zi'a" 1 EX STINGNEWOROOF MATCH SLOPE A10 SEE PLAN FOR LOCATION OF 2X10'S AT 16"O.C. TIES TO ALIGN W/COLUMNS AT 2x12'S HEADERS OVER NORTH WALL - � WINDOWS AT E&W WALLS(TYP.) FRAMING SPRING EL.T-4"AFF PTD. WOOD TRIM ,.WINDOW&DOOR HEAD EY L.6'-8"AFF PTD. GWB O LL Z -OPENING zO O:) W¢ PTD. WD. cnF- NEW SECOND FLR. BASE 3y Z EL.8'-5" Z O -------------- -- E -3" XIST.SECOND FLR. EXTERIOR SHOWER Q 8' NEW WOOD ____ _ NEW 2X10 FLOOR O EL TRELLIS F(j SISTERED W/EXISTING Ji ST/N ROOF STRUCTURE 16"O.C. t;O p DEN'BUMP-OUT' /9ST EXISTING --i BEYOND LL~ LL U R� BATHROOM C7� EXISTING Op Q z LAUNDRY RCp WOOD PRIVACY �z ROOM QTR SCREEN, NO NEW WOOD �Cp/p VISIBILITY. w0 GUARDRAIL �FIRST FLOOR EL.0'-0" NEW WOOD PORCH qV EL.-0'-2" NEW 4— EXISTING CONTINUOUS WOOD CRAWLSPACE CRAWLSPACE SCREEN AROUND CRAWLSPACE �GRADE L. VARIES 1 A6 BOZZO RESIDENCE 1 S��m, 1 11/07N3 DESIGN DEV. 4135 Camp Mineola Road 2 3/15M BID SET BUILDING SECTION Manituck,Nvt,SSz 3 3123A4 DOB SOUTHOLO i nn>=. BUILDING SECTION scu.E: 114'=1'-0' DAM: 323104 DAVID BERS ARCHITECTURE wvox s' = A9 Z O F U z� Za: HN FLASHING AT Nz NEW ASPHALT SHINGLES INTERSECTION w� ASPHALT ROOFING 3/4"EXT.GRADE PLYWOOD TO MATCH EXIST. ROOFING 12"PTD.GWB 2x1D'S O PTD.WOOD FACIA j 8"FIBERGLASS BATT INSULATION BOTTOM OF EA Z OU NEW 2X12 NEW EL. MATCH ADJACENT HEADERS CASEMENT WINDOW '—� NEW 1/2 ROUND META RECESSED— LIGHT - GUTTER,LEADER AND FIXTURE SPOUT PER SPECS. I � I i NEW WINDOWS AND TRIM PER SPECIFICATIONS AND SHEDULES i CONTINUOUS TYVEK BUILDING WRAP AT ALL NEW CONSTRUCTION 3 12"FIBERGLASS zz BATT INSULATION (TYP.) v NEW WOOD SIDING TO NEW WOOD 3/4"WOOD FLOORING MATCH COLOR AND r DIMENSION TRELLIS 3/4"PLYWOOD to �z SUBFLOOR z0 312"BATT INSULATION EXG.SECOND FLR. SECOND FLOOR EXG.FIRST Fl-R. EL.8'-5" EL.0� z0 NEW 2X10 FLOOR STRUCTURE SISTER EXISTING FLOOR ~ STRUCTURE FLASHING ATTRELLIS SIS FLOOR JOISTS zin INSULATE COMPLETELY SUPPORT SISTERED U EXG. z 16"O.C.,GLUED AND DZ 41� NAILED ®6"O.C. `nz MATCH HEIGHT OF DRIP EDGE 12"PTD.GWB x00 OF EXISTING SHINGLES EXISTING FOUNDATION WALL n WALL SECTION n WALL SECTION � G BOZZO RESIDENCEDATE. EIIal mm: 1 11/07M DESIGN DEV 4135 Camp Mineola Roatl 2 3/15N4 BID SET Mattituck,NY 11952 3 323A4 DOB 30UTHOLD MM: WALL SECTIONS BC E: 12'=1'-0° DATE. 323/04 DAVID BERS ARCHITECTURE wwnxxana..� � GENERAL NOTES FRAMING NOTES 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN 12.THIS DRAWING IS AN INSTRUMENT PREPARED TO 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE NYS ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE DOUGLAS FIR-LARCH STRUCTURAL GRADE No.2 OR BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL BUILDING CODE AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND BETTER. RECEIVE 5-100 NAILS AT SILL AND PLATE. ALL CONSERVATION CODE AND LOCAL AUTHORITIES. OWNER. EXTERIOR NAILS SHALL BE GALVANIZED. 2. ALL SHEATHING TO BE APA RATED EXPOSURE 1.518" 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13.SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY MIN.THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8d @ 4' MINIMUM 28 DAYS STRENGTH OF 300 PSI. SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE O.C. EXTERIOR EDGES AND 6d @ 12"O.C. NEW YORK STATE ENERGY CONSERVATION CODE. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. INTERMEDIATE. 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR EXPOSED 1 3/4"MIN.THICKNESS. ALL EDGES OF LARCH STRUCTURAL GRADE#2 OR BETTER. 15, ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHINC PRIOR TO AND DURING CONSTRUCTION. NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS. 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 4. ALL HEADERS 6-0"AND OVER SHALL BE SUPPORTED 12.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE EXCEPT AS NOTED ON DRAWING. DESIGNED AND SPECIFIED BY OTHERS. WITH DOUBLE UPRIGHTS. 9'-0"AND OVER WITH TRIPLE PLATE AND STUD WITH GALVANIZED HURRICANE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 TYPE CONNECTORS WY'TECO"OR APPROVED 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR 17.ALL STRUCTURAL STEEL TO BE ATM A36 WITH ONE COAT OR AS SHOWN ON DRAWINGS. EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE BEAMS. SPACING NOT TO EXCEED 8.0 FT. EPDXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS. JOIST TO GIRDER CONNECTIONS. 3/4"DIAMETER. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED AND FLOOR BEAMS AS PER NYS CODE OR AS NOTED @ 13. ALL PRE-ENGINEERED LUMBER SHALL BE BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 8'-0"MIN. PROVIDE 2"SPACE FOR AIR CIRCULATION IN GEORGIA PACIFIC GPI SERIES WOOD-1-BEAMS AND ORDERING OF MATERIALS.THIS FOUNDATION HAS BEEN INSURANCE NECESSARY TO PROTECT THE ENGINEER AND ROOFS. LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS ANC DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND OWNER. HEADERS SHALL HAVE BEARING STIFFENERS GRADES LESS THAN 5%CONTRACTOR SHALL VERIFY THAT 6. DOUBLE FRAMING AROUND ALL OPENINGS INSTALLED AS PER MANUFACTURERS THESE CONDITIONS ARE MET.ALL FILL BENEATH CONCRETE 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL (SKYLIGHTS, STAIRS ETC.)OR AS NOTED ON DRAWINGS. RECOMMENDATIONS.WEB BEARING POINTS AT A SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. FLOOR SYSTEM INSTALLATION IS COMPLETE. MINIMUM A SINGLE 1 3/4"LVL RIM JOIST SHALL BE 7. DOUBLE UP FRAMING UNDER ALL POSTS AND REQUIRED AT FLOOR PERIMETERS, HANDLING, 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. STORAGE AND ERECTION OF COMPONENTS SHALL BE SUPPORTED BY DOUBLE UPRIGHTS 9.0 AND OVER BY TRIPLE AND IN BASEMENT(IF APPLICABLE), POSITION NEAR ENTRY AS PER MANUFACTURERS RECOMMENDATIONS. UPRIGHTS.ALL HEADERS TO BE MINIMUM OF 2-2X8 OR AS FROM HOUSE TO ATTACHED GARAGE AREA. 8.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED SHOWN ON DRAWINGS. WITH RATED GALVANIZED METAL CONNECTORS BY 14.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 'TECO"OR APPROVED EQUAL. OF 1/2" DIA GALVANIZED MACHINE HOLTS @ 12"OC. 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE. 9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, SKYLIGHTS, EXTERIOR DOOR, WINDOWS AND DECKS, ETC. 22. ANY ALTERATION, REPAIR ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT 10. DO NOT SCALE DRAWINGS. NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED WITH HARD WIRED AND INTERCONNECTED 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER SMOKE ALARMS. ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. 23.THE NYS CODES ALSO APPLY TO ACCESSORY FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE STRUCTURE DESIGN. COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 24, GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. DESIGN CRITERIA GROUND SNOW LOAD = 45 PSF WEATHERING SEVERE FIRST LEVEL = 40 PSF L.L. FROST LINE DEPTH=38" BOZZO RESIDENCE 1 DATE s 1 11A7A3 DESIGNESIGN DEV LIVING AREAS = 40 PSF L.L. TERMITE= MODERATE TO HEAVY 4135 Camp Mineola Road 2 315104 BID SET BEDROOMS = 30 PSF L.L. DECAY=SLIGHT Mattituck,NY 11952 3 323104 DODSOUTHOLD WIND SPEED = 120 MPH ICE SHIELD UNDERLAYMENT REQUIRED (YES) MIA: RTR=URALNOTRS SEISMIC DESIGN CATEGORY =8 WA"' "A DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME o4 E: 323/04 CONSTRUCTION MANUAL FOR 1 +2 FAMILY HOUSE, ENGINEERING DESING METHOD DAVID c SIMPSON LSTA - 20 GAGE - /--RDGE STRAP - ALL ROOF RAFTERS 2 x 6 TV a EACH RAFTER - - V LIEU OF STRAP - . ICE SHIELD UNOERLAYMENT —F CUKD - 24-FROM EDGE ��AANE CLIP - ALTER14ATE POSITION OF. -HURRICANE CLP USE SMPSON K SMPSON H2 HURRICANE MST37 METAL STRAP JACK POST CLIP NAILED:FROM PROVIDE 8d COMMON � w/ 4 - 8d NAILS 948' TYPIRAFCALTAOLLTNAILS RAFTERS EXTEROR E� OF ALL AT EACH END - TYP. . 5 - Sd NAILS EACH.END SHEATHING. APA RATED PLYWOOD TO - EXTEND TO TOP OF TOP - 4 - Bd NALS - - PLATE. - �. TYPICAL - MST37 METAL STRAP ' - 4' JACK POST 1,9$727 P STUDS < w/ 4 - Sd NAILS 4.48- O.0 EACH END - TYP. - DOUBLE Top—'oPLYWOOD SHEATHING - - PLATETO OVER LAP BOX - r 8 On' O.C. BEAM- TOP i BOTTOM. - - - SMPSON,MST 27 STUDS 1 1/2' WOE - 20 GAGE - . METAL STRAP.048' OC. MAXMLM 4 - 8d NALS - 70P OF FOUNDATION WRAP + NAL STRAP 1 4 - 4d NAILS 1 AROUND SILL PLATE AT ANCHOR BOLT ! SMPSON M57^47 - 1'1/2• WpE - 20 GAGE METAL STRAP f48' or NAR. SHEATFING'TOSLL PLATE 9 i -777 - - 8d NALS P 4' O.0 2 - FS REBARt 2 x 8 SILL PLATE ACO TREATED. 5/6 x 12- AS.x`48" OC. � c SEE FOUNDATION DWG w/ FENDER WASHER FOR DESIGN •• BOZZO RESIDENCE 1 IIM7 SECTION ELEVATION 4936 CampMineolaY11962 Road 3 3NSl'M4 DESIGN TH 4135 wk,Cam NY 17962 3 s2s,oa ooesourRao HOLD DOW_ N + SHEAR CONNECTION CRITICAL PATH STRUCTURALNOTES - - - - DAM 323104 w.Eer u4xer.eb �. . _ DAVID i NEO WNYUYINII /�� . - OI.KBNCMONYGV, Nailing Schedule a .Joint Description ,Nmals"o(Nails Nail Spaaag ' .. 3 Ili i ` f Rafter to Top Plate {Toe-nailed) - - - - 3-frit perrafts eper 4 huzJoisttoTopplate ffoe4mled) 3-ld perjois t t f I I Ceiling Joist to Paaild Rafter (Face nailed) 3-16d each lap 4-16d each lap -A Ceiling Joist Laps OverPattillons (Face-eml(a) Cola Tieto Rafter (Famoaiiod) - 2-8dper W `t 2-8d we end t I h h Bloc(dng ID Rdic(foe-sailed) I I o 4 lop � �• •� a : Rim Board to Rather(End-64110d) 2-16d rrchdan L le< 6 30° tai Tap Plate to Top Plate (Fare-sailed) . - 2-16d' per foot GABLE ROOFSO.C. T Prates at Latesseuioas Wtaoe-nailed) 4.16d joints-each side o - HIP ROOFS AT GH PPtfSgUpE ZONE LSg O.C. C studto Stud (Faceauiied) - 2-16d - 24"o.G 6 IQAT ALL OTf_IFfl POATiON6. ROOF 1 Oo< 9 < 300 EkedertoHeader(Face-ladled) l6d 16"o.c.aloag edger a TYPICAL. a a a Toper Bottom plate to Stud (End-eaiied) 2-16d pa 2x4 stud — t.� „ q - 3-16d pet.2x6 stud" �'`'; t -._� - F: y 1= 4.16d per 2x8 stud ', r T - - f I : Bottum Plateto Ploorjois;Baa4oist;Eadjois orBloddng (Fera-nailed) 2.16d'2 per foot f e= t - 4 T':. t I a t i 1 ! lois[toSill.TopPlate or Gude (1'oe-nailed) 4-U per�ist� y w t I .: .. Btidgingtoloist Ct'oe-nailed) _ h L' PROVIDE Bd NAILS f° 4" O.C. AT PERiMETER INTERIOR Bloding to Joist(To"ai[ed) 3-16d each block Ha end ° ° PORTIONS OF PANELS IN HIGH PRESSURE ZONES.Blocking to Sidor Top Plate(Toe- aded) lQ < 9. 45 Ledger Strip to Bmm(Fats-mild) 3-16d eachjoist ' a . JoistouLedger toBearn(foe-mitral) 3-8d perjois NOTE a 4 FT. IN ALL CASES Baed]oist toJois(Emd AIA) - 3-16d perjois GABLE ROOFS - - - BandJo'tattoSillor TopPtate(Toe•muled) 2-16d' pe Boot 100< e.< 45° I $t1eget`lPo'a COMPONENT AND CLADDING PRESSURE ZONES Diagpeal13 d sheathing 1"x6"or 1'x8" 2-8d _ per support - 1"xLO"or wider 3-84 per support . GYPirm Wallboard - - 5d cooler T'edge 110-field Structural Pands8d Fibeaboard - 7116" - (d 3"edge 16"new 23132- I' 9d 3"edie/6"6eki Gypsmn BMalJboaid - 5d 000lers T'edge/10"field Hadboard - - 8d Particloboerd Parch - 8d. Diwed Bond Sheathing 1"x6"or I'x8" 2-Sd per support l"x101orwlde - 38d per support - . xa Dare: alehmox: BOZZO RESIDENCE 1 tM107103 DESIGN DEV. Structural!Paeels - - - 4135 Camp Mineola Road 2 3115104 ale SEr 1"'orless .. 8d 6"edge/12"lidd - Mattituck,NY 11952 3 323104 DOB SOUTHOLD greater telae t' 10d '6'edge!6'field - . .Diagonal Board Sheathing - 1"x6"or 1"x8- - 2-8d pe support _ nSTRUCTURAL NOTES 1"xl0"orwide - 3-8d Per support a..-. DAME 32aM •.Nailiag regoirmhmts ate based oat wall s1vothiu6nailed 6"on<mteras thepand edge.If wall sherithng is asiled 3."on-oenter at the pwW edge - to obtain Iigher shear aparitim eriing tequkementsfor armcning members shell be doubled,or alternate cone tm.such as shear plate$. DAVID BERS ARCHITECTURE shell be used to neinmin the load path. ' Whet wall sheathing is continuous over eomicuod utemben.the tabulated number of[nils dull be peeni9ed to be reduced to-I.I6d nail per - - �� -�� WINDOWS - GLAZED OPENING >------ ---- PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: �- STEEL BRACKET, b --- ----► TWO ON EACH SIDE B-QUIC GUARD STORM PANELS E63�1 -287 5330 RITY LS -831 -287 5080 I SCREWED TO WINDOW 1 I FRAME PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM 1686 AS NOTED IN STORM PANEL NYS RESIDENTIAL CODE. 3/4"CDX PLYWOOD STEEL BRACKET, I STORM PANEL I SWOON EACH SIDE i i 3/4"CDX PLYWOOD SCREWED TO WINDOW I I I I FRAME i I STEEL BRACKET, 1 TWO ON EACH SIDE i I SCREWED TO WINDOW --- FRAME I I I I � I 1 "PLYWOOD SHUTTERS AND ALL REQUIRED HARDWARE TO BE STORED ON SITE n WINDOW PROTECTION DETAIL n DOOR PROTECTION DETAIL BOZZO RESIDENCE 1 CASE: 1 11N]iO3 DESIGN DEV. 4735 CeMineola Rued 2 3/15Aa BID SET Mattltuck,NY 11952 3 323104 DOB SOUTHOLD MIX: STRUCTURAL NOTES BC : 11/2"=r-a' WE: 323/04 DAVID BERS ARCHITECTURE Ty ®m o S4 I illll i� _- REVISIONS: REVIEW SET 07/22 REVISED SET 07/28 SUBMITTAL SET 07/28 ❑ - - _ - - - - 1�',/�. - :-'I`-: _ h _ _ z 0 U =-7E] E - X LEFT ELEVATION REAR ELEVATION Z SCALE: 1/4 — 1 -0 SCALE: 1/4 — 1 -0 U W - � J - W ❑ E ❑ ❑ _ ■ - m Z Y 0 �J E - m M M1 DRAWN MH MS O ryq V $ \� SCALE: 1/4,'_P.0" IOB 4: ]uly 28,2005 c " SHEET NUMBER: ALTERNATIVE STAIR ELEVATION �,� ,aa dR RIGHT ELEVATION �❑ ` �.�. � " A- 1 SCALE: 1/4" = P-0" SCALE: 1/4" = 1' Irl 'Ill '6 III I � I REVISIONS: REVIEW SET 07122 REVISED SET 07/28 SUBMITTAL SEF 07/28 6'-4" 9'-0" 13'-10" IT-W - S. 3 10 �`��// UP OR 1111so r- /e' +/ I I -J - •__ __• - a its w o ADRovE I ; ,Y 3 - 2%,0 ACO FLUSH HEADER I � U 2X6 AGO LEDGER N m w C ANCHORED TO FOUNDATION W/LEAD ANCHORS @32"OC �lj I u y /JXA ACO ON WIN VQC - - (ON GRADE) - " - I 12'DIA.CONC.PIER ---- z W/24"B 4"X12" O CONC.FTG.@ T-0" 2X1➢ HOU BELOW GRADE _ w Q I N FASTENED D TDOHOUSE U W/1/2"DIA.GALV. BOLTS Ul 0 1 O W WASHERS @32"OC _ K L N U 2N1G PT LFTGER CONNECTED TO HOUSE W/ 2 - 1/'" 0 Z AI G B ^" 'LTS 93O1 C DIA G G , _ � J SO U 11 J-J/B" +/- I - _ - 2-2X10 I0.0ER- 2 - '%1T HEADER , I' g_g° bsp 9'_B• g 6 z 1ST. FLOOR PLAN 3 K SCALE: 1/4" = 1'-0' z FOUNDATION PLAN RAILING / DECKING SCALE: 1/4" = 11-01 AS PER OWIJER O � O tltltl 2X10 ACO DJ 616"OC O Q� Q O z 2 - NO PT HEATER } NTrc MD NO CONNECTED ASTNESS Z S W/ TII�PLC -H EACH SIDRS 2X10 ACO LEDGER 1/2' TET Q (a TO PLC - EAEH sDF77 ; rG TO SE BO 2 - ,/2" O U , TO 6x6 ago Po=_* (r)P) DIA cAly. eDLrs M3^"ac = ? � 1T. FLOOR DECK a `y O ENCLOSED) N � N Q I NOTE= Q Ltl �N W IJ. PLAN DIMENSIONS BASED ON DRAWINGS SUPPLIED BY OWNER. d' 2 6 ACO LEDGER ED FASFEJ TO FOUNDATION 2). ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. LAGS W/ 5/ DECKING OVER W/ 14' CIA. A_HERS INTO LEAD 2%c ACO DJ 916bC a ICHORS ® 32"OC 3). ALL STRAPPING, HANGERS AND ANCHORS TO BE SIMPSON BRAND WITH Z-MAX COATING. ii m CO AAC< IN SC, , a DRAWN: MH/MS S;y 'P SCALE: 1/4"=1'-0" 0 P 9 \. IOB o # L 1 NOSE. ik 7: ]uty 28,2005 jut •ev ` ALL DIMENSIONSTOBE VERIFIED IN HELD PRIOR ,+ , y , SHEET NUMBER. k TRUCPON ,R TD CONS II '.L dv • TYP 6%ti PT POST j AHCHDRCD TO f E IONAA S CT °" TIA. CONC. PIER a ., J .13 3 III %12 A � II SCALE: 1/4 — 1 -0 GONG FTG. u' I� III REVISIONS: REVIEW SEF 0](22 REVISED SET 87/28 SUBMITTAL SEf O](28 \`71,119" 9'-0" 3'-61, Es I I _ ALTERNATIVE DESIGN. SPIRAL STAIRS 171_ TO BE INSTALLED AS PER ODLE AND CS, C _ I MANUFACTURE'S ITISTRUJTIOINS VERIFY ALL NECESSAY DIMENSIONS NO 0. PRIOR TO ORDERING LOCATION TO - ED BE VERIFIED IN FIELD WITIN CIVMFR. O I I JN I 17 DECK SECTION TO BE EVALUATED AND ADJUSTED IN FIELD FM, AS PER DWNER Z Y 5 U 0 Y Q W [ IU1J � Q LL ISI Z N .r 9'—o.. 9'—Q.. L ALTERNATIVE DESIGN SCALE: 1/4" = r-0' 2ND. FLOOR PLAN s z 1 SCALE: 1/4" = 1' 0' = Z U 2: O a � N k O OD �� II -- ° k, DRAWN: MH/MS I SCALE: 1/4"=1'-0" Mr�lsl:p kr Ludy ze,zoos .r•"i,�?,11:LI',✓°illi SHEET NUMBER: A-3 II ! I I REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS REVIEW 9E °" = REVISED SET 07/29 SUBMITTAL SEI' 97/29 I I, USE THE FOLLOWING P OR APROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4'MAX -}j- 4"MAX, A"DIA MAXIMUM }}- 4'DIA MAXIMUM POST � GIRDERIHEADER POSTICOWMN O 12"x12"x12" • , • i CONCRETE FOOTING ai I DECK POST FTG CONNECTION APPLICATIO DECK/PORCH RAILING LOCATIQNI USP NUMBER DESCRIPTION N o POST-TO-GIRDER/HEADER CONNECTION �x4 acsT lPaua4GRwE44 PosrlBEAM ArvcpoR APPLY To EACH=NO STAIR RAILING 6XB POST PAU66 OR WE66 POST I BEAM ANCHOR APPLY TO EACH FOOTING USE MIN (2)112"DIA.GALV.BOLTS WITH WASHERS AND NUTS i-112-SPACE m M MINIMUM C a z W HANDRAILS CODE ` 0 v CO a POST GIRDER/HEADER V C III RIMIDECK JOIS CONCRETE PIE R. BALUSTERS POST/COLUMN OPEN BALUSTER ATTACHBD TO WALL III HANDRAIL CONNECTION ALL HANDRAILS SHALL BECONTINUOUSTHE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS HANDGRIP PORTIONNOF ALL HANDRAILS LOCATION UBP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN I-114'NOR MORE THAN 2'IN USEMIN (2)112'DIA GALV BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU440R WE44 PORTIBEAM ANCHOR APPLYTO EACH PIER GROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION I3)BEAMS PAUfifi OR WE66 POSTIBEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER SII TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN PIECE OF SIDING BELOW UNDISTURBED SOIL GIRDERIHEADER 2-112'DIA.LAG BOLTS WI WASHERS IAV PLASTIC BASE DIRECTLY ONS CONNECTED TO BLDG @32"OC UNDISTURBED BOIL(ORGANICS REMOVED) STAIR TREAD 9Rq ETUBE CONSTRUCTION LEVEL BASE FIT TUBE AND PLUMB J POSTICOLUMN FILL AS PER MANUFACTURES•IN6TRUCTION6 IU RIM BOARD FLOOR FRAMING _ Tx JOISrS III=111—III=III111 =III=III-III-III_III-111 III-11 STRINGER BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOISTIBD. 4x4 ROLID LOWMN PB544l POSE44I KOM PORT CAP ANCHOR APPLYTOEACH COLUMN DISTURBED / POOR SOIL STRINGER TO DEGK/PORCH CONNECTION 6.6 SOLID COLUMN PBSfi6l PRSE66 I KC6fi PORT CAP ANCHOR APPLY TO EACH COLUMN f LAV 4k"LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRRil2 HC ANCHOR APPLYTO EACH COLUMN GRAVEL DECKIPORCH LEDGER CONNECTION LEVEL AND COMPACT By NAND LAV PLASTIC BASE ON COMPACTED GRAVEL 1 LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AR PER MANUFACTURES'IN5IRULTIONS 11=_III=_ =II=� =IIII 1= ;III=III-III=III=,,III-III-III-111;111-11 WOOD JOIST BIG JOIST JOIST BLOCKING CONC. PIER FOOTING BIGFOOT 6Y67EMB FOOTING FORM GIRDERIHEADERINACCORDANCEWITH SECTION 10411 OF NYS RESIDENTIAL CODE THIS DESIGN Q WOOD GIRDER 5) 10 1COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS Q WOOD JOIST GIRDERIHEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT V) II PRESCRIBED IN THE CODE. =3 Y THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCTO gZ N ACCEPTABLE FOR USE IN YA BASED UPON ICBO EVALUATION SERVICE REPORT 0 S i FLUSH JOISTS WITH HEADERIGIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN Z U SPLICED JOISTS OVER HEADERIGIRDER = .. � ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RIGIRDER E BLOCKING BETWEEN JOISTS THAT ARE SPICED ANO THE PROPER STEEL corvNEcrpR SPLICED JOISTS OVER HEADE PROVID IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN I VLHEADERS LOCATION URP NUMBER DESCRIPTION APPLICATION USE WITH RTIC TYDOWN ANCHORS O � ~ TO ALLOW FOR SHRINKAGE. JOISTTO GIRDERIHEADER RTIC TYOOWN ANCHOR CONNECT TO EACH JOIST d N � ¢ GO � DECK & PORCH NOTES: NAILING SCHEDULESIP m 1).Unless Othenvlse noted,allfremin9 matetlal to be Al AUG pressure.......umber JOINT DESCRIPTION NAIL NAIL NOTES All lartenersi hangers and anchors to be galvinlzed or malnlecc deal GTY. SPACING JOIATTO. 4-edCOMMON PER TAE 2) GiNars fortledlolstclobe bolted oranchored to each poll orplerwiM washers and null RILL,TOP PLATE OR GIRDER JOIST NAIL GlNereon concrelapiers shall be anchored wlM proper steel mention,cautioned BRIDGING EACH TOC nm aaneete wlm ammlmllm In"dlaxrlanp anchor wn wllh waahars ane nma. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2-6tl COMMON "M . TO JOIST END NAIL �( ArC AqC 3) Posts suppwtln991rtlers shall be enchoretl loa1T412'N2-tha,kcandrat.motlng GROUND WINO SEISMIC FROST WINTER IEESHIELO FLOOD BLOCKING EACH THE + h+ yl SNOW SPEED DESIGN ATHERING LINE TERMITE DECAY DESIGN ANOERIAVIAENT HALIRDS TO JOIST 2-Ad COMMON END NAIL h d 'nN � �� 1 Use a minimum 117 hot x C long anchor boll with teachers and nae.Fochngs SM1all LOgD (NPH) CATEGORY DEPTH TEMP. REDAIREO � T' •TY� 0 he4A bebw9ratle MODERATE SLIGHT TO BLOCKING TO EACH TOE 4) Dark lolsls to have hlodlmg al A'6ov 45 LBS. 130 D SEVERE AFL roNEAW MODERATE 11 NONE - 0-i6tl LOMMAN T�a�\ DRAWN: MH/MS RILL OR TOP PLATE BLOCK NAIL .1 LEDGER BTRIP EACH FACE C A N SCALE: 1/4••=1-V.. E) A minlmum of lfl inch flaehing shall ba mstalletl between the buddln9 antl ledge[ ]-16d COMMON pF TGER ST JOIST NAIL HDR E: JOISTONLEDGER PER TOE ; Arr+ Letlgerio he htlenetl to hulltling wdM1 tl2'tlla bolls wM wacM1erc antl nuk a-Ad COMMON2005 at 16"— TO BEAM JOIST NAIL � � HUIy HE TNN 6) Concrete plem shall beaminlmum fi"ahwegratle BAND JOIST PER END A-1fia GAMMON A4 �' , SHEET NUMBER: TA JA1sT JolsT NAIL BANDJOI6T T6 PER � > c 2?33W'e'"46 7).All last[to be supported wM hangarsandanshon Each Jnlst Mallalsobeanchaed RILL OR TOP PLATE 12-16d COMMON FOOT TOENAIL , err ro " Ai 6).Yea simpcon hangers and ancders with Z-MAX topple prolective matin, or equal for any contact with ACD III__ l 111111 tlP it REVISIONS: I DECK _ _ I II I DECK ABOVE ILII DECK I 1 7 U w a Ma x � a u' SUNROOM w DROOM 4 I 7, 5VILIGHT I UP LIVING ROOM ' 77" IR wz DN 8' WIDE X10"DEEP DROPPED HEADER z O WFLD STEEL HANGMINlj0 511340 TKYLIGHT �-23348 I DL BSKYLIGHT I3/4%7-1/4 ML NM�'6/8"STEEL FLI - - - - - 0BATH POST DOWN TO I WNDATION III / 16"Xll6"CONC.r[OCK PIER W/ 24"X29"%12"CON FTG. o0 KITCHEN I z BEDROOM No. 1 8 BEDROOM No. 2 L<1 � I -I- - ENTRY B� \1 ELEVA"FED DECK W/Col. PERGOLA ABDVE -- --- V 4 O � z Y 0 N � rU ------- LAUNDRY ROOM ay MECHANICAL ROOP9, N E -_______ ❑ _- - - - _ _ ---- v N 0 2-2X9 ACO GIRDE ________ ll M2446-2 FWH60611APLR TW2446- UP BR@ I JI J i --------�I }5/16" �i 3_pu8 C p • 4 DECK ON f' _____i n 4 - I GRADE -� �y��.�• y1 ; �.. y '. ON I 4 II ' 2-2X8 ACQ GIRDER(NOTCHED IN AND BOLTED) 1 m 24'-6' -' 1ST. FLOOR PLAN DRAWN: MIN MS -% SCALE: 1/4"=1'-0" SCALE: 1/4" = -0' JOB 1' November SHEET NUMBER: 2ND.AFLOOR PLAN 4 PROJECT NORTH - 6.0 PROJECT NORTH A- 1 I� 111