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HomeMy WebLinkAbout30138-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31460 Date: 03/02/06 THIS CERTIFIES that the building ALTERATIONS Location of Property: 1435 HOBART RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 64 Block 2 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 3, 2004 pursuant to which Building Permit No. 30138-Z dated MARCH 5, 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 INTERIOR ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MARIO N. RIVELLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 9781C 06/21/05 PLUMBERS CERTIFICATION DATED 03/01/06 MARIO RIVELLI /11t oriz� Si nature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31461 Date: 03/02/06 THIS CERTIFIES that the building ACCESSORY Location of Property: 1435 HOBART RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 64 Block 2 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 3, 2004 pursuant to which Building Permit No. 30138-Z dated MARCH 5, 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 ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to MARIO N. RIVELLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A tho ize Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 I 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, Conunercial $15.00 Date. 3/1 /0 62 New Construction: I Old or Pre-existing Building: j (check one) Location of Property: y '?>� � P_-F House No. Street Hamlet Owner or Owners of Property: © /J, (Z I \/F L Suffolk County Tax Map No 1000, Section 04 Block 2 Lot Subdivision Filed Map._ Lot: Permit No. 0 Date of Permit. Applicant:��6 21 V�— Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ cant Signfture � a �y Go i Form No.6 I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit 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. �� / 0 New Construction: I Old or Pre-existing Building: i j (check one) Location of Property: y ?j �40 V�A P-I House No. Street Hamlet Owner or Owners of Property: KA IZ I O I v (Z I `j L 1 Suffolk County Tax Map No 1000, Section 1�2 Y Block 2 Lot Subdivision Filed Map. Lot: Permit No. �2�� Date of Pe mit. �� (� Applicant: I 1 0 21 L I Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ p icant Sign?ture b9779 x Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 6/21/2005 375 Dunton Avenue 97819C East Patchogue, New Fork 11772 (631)286.6642 , Issued To: Mr. Mario Rivelli Street: 14354 Hobart Road Village: Southold Zip: Town: Southold Section: Block: Lot: Contractor: Morris Electric (L) Lic. # 220-E Was examined and found to be in compliance with the National Electrical Code. Commercial NV Defects rl Pool 1-1 1st Floor iXl Indoor _I, Basement I Hot Tub U Residential I Det. Garage I i Attic IXI 2nd Floor LX', Outdoor Addition [XI Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 10 17 12 3 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 4. Furnace Oil Gas Circulators Smoke Detector Bell Transformer '< 5 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector r• 1/20 Bldg. Permit: Other Equipment -- — -- (2nd—Floor Sur—vey Hugo S. Surdi President ISI1 Rough Inspection: 04/21/2005 Inspector: John McMahon III I, Final Inspection: 06/16/2005 1. Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. O.0FFO(,rc o� co : Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 �� 0�' Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: -2, A o Building Permit No. �� ( 72 Owner: M-�F-f o ( ( (Please print) Plumber: V (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) ST Sworn to before me this day of Vn6r a c-L, 20 Notary Public, 1 ounty c BARBARA ANN RUDDER Notary public,State of New York do.4855805 Dualifiod in Suffolk County (F ooWnissloo Expires April 14,r2p 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. 30138 Z Date MARCH 5 , 2004 Permission is hereby granted to: EMMY LOU STELZER 3880 VETERANS MEMORIAL HY BOHEMIA,NY 11716 for INTERIOR ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AND CONSTRUCTION OF AN AGCY GARAGE. 2 COS REQUIRED SIMULTANIOUSLY at premises located at 1435 HOBART RD SOUTHOLD County Tax Map No. 473889 Section 064 Block 0002 Lot No. 011 pursuant to application dated MARCH 3 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 5 , 2005 . Fee $ 225 . 00 j utho ize Signature ORIGINAL Rev. 5/8/02 SURVEY OF PROPERTY AT SOUTHOLD or TOWN OF SOUTHOLD 101@ �so19 NN SUFFOLK COUNTY, N.Y. �, aJ 1000-64-02-11 Fp fpa SEPTEMBER 2Z 20OJ 5 $� sNn. vol $ / Yg J a s C '}13 os f° Z s £ s CERTIFIED TO- ESTATE OF EMMY LOU STELZER s 7 M a ass}.p5 ocW w 56 sis u� 1OT NUMBERS REFER TO 'SUBOMSION MAP OF FOUNDERS ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 10, 1927 AS FILE NO. 634. i x 14 N. S UC. N0. 49678 _t 1 ANY ALi RAVGV OR AOOnON M OtS SURVEY 15 A NIXAnON OF SECnQV 72OW ME NEW YORK STA/E EWCA7ION LAW. E Y _ OR C L EXCEPT AS PER SEC71ON MO9-SU VMON 2 ALL CERnPCAnGNS (607 5QlOSV 631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES )HEREOF ONLY IF AREA-11,952 SO. FT SAID MAP OR COPIES BEAR NE IMPRESSED SEAL OF THE SURVEYOR 1210 TRA EET 03-251 WOSE SIONAi RE APPEARS HEREON. SOUTHOLD, N.Y. 11971 APPEALS BOARD MEMBERS gUfFO(,r CO Southold Town Hall Ruth D. Oliva, Chairwoman �p � 53095 Main Road Gerard P. Goehringer �y Z P.O. Box 1179 Lydia A. Tortora 1_17 Southold, NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio, Jr. �a Fax (631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS JUN Z y TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 3, 2004 ZBA No. 5532— MARIO RIVELLI Property Location: 1435 Hobart Road, Southold CTM 64-2-11 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 11,935 sq. ft. lot has 74.82 feet along Hobart Avenue in Southold. The property is improved with a two-story, single-family dwelling and detached garage, all as shown on the September 22, 2003 survey, amended October 20, 2003 by Peconic Surveyors, P.C. BASIS OF APPLICATION: Building Department's April 8, 2004, Notice of Disapproval, citing Code Sections 100-242A and 100-244, in its denial of a building permit application concerning proposed additions and alterations to an existing single-family dwelling, for the reason that the new second- story addition would create an increase in the degree of nonconformance with a proposed setback at less than 10 feet from the side lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 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: Applicant wishes to renovate and add a second-story to their existing home, and a portion of the new construction encroaches within the 10 ft. minimum of the code required side yard. The existing dwelling is 9.2 (9'3") from the side yard at its closest point, and the proposed setback involves a 9" x 10-1 Y2 " section of the new construction within the same side yard setback. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's house is one of many two-story •Page 2-June 3,2004 ZBA No.5532-Mado Rivelli CTM 64-2-11 at Southold homes in the neighborhood along Hobart Road, Southold. The small expansion of the existing second-story is an increase of 300 square feet; also 90% of the addition is within the required setback of 10 feet. The existing side yard setback from the northerly property line of 9 ft. 3 in. will remain the same, as stated on the April 15, 2004 site plan prepared by Mario N. Rivelli, R.A. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. This particular lot is long and narrow, which leaves the side yards with little room for expansion, which provides no alternative other than a second-floor design. 3. The variance granted herein is not substantial. The reduction is only nine inches from the code required 10 ft. side yard. 4. The alleged difficulty has been self-created because it is the applicant's desire to add a second story within the same footprint. 5. No evidence has been submitted to suggest that a variance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the April 15, 2004 site plan prepared by Mario N. Rivelli, R.A. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5-0) Ruth D. Oliva, Chairwoman 688/04 Approved for Filing ?OAD RIVELLI studio, inc. 80 Franklin Street New York, NY 10013 Tel 212.625.1714 Fax 212.625.1715 March 2, 2004 Building Department Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Mr. Damon Rallis, Building Permits Examiner Dear Mr. Rallis: This letter is to confirm that all of the proposed work to be performed at 1435 Hobart Road will conform and comply with the New York State Building Codes as they pertain to ventilation, light, egress and energy requirements. Sincerely N. Mario Rivelli hi �Fo J^ . v i RIVELLI studio, inc. 60 Franklin Street New York, NY 10013 L5 l Tel 212.625.1714 Fax 212.625.1715 u "�l'i2oo5 6LDc;. DEPT. April 22, 2005 Q — W' F S^I1 J Building Department Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Mr. Damon Rallis, Building Permits Examiner Re: 1435 Hobart Road, Permit# 30138 I, Mario N. Rivelli, architect of record for the 1435 Hobart Road Project, certify that on the second floor (the only floor altered), the insulation, electrical and plumbing were completed according to all applicable New York State Building Codes and requirements. Since ly, e Mr ri Rivelli I/X 02333y�� P� O �r6 of NeN v RIVELLI studio, enc. 80 Franklin Street New York,NY 10013 Tel 212.625.1714 Fax 212.625.1715 April 15, 2005 Building Department Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Mr. Damon Rallis, Building Permits Examiner Re: 1435 Hobart Road, Permit# 30138 1 Mario N. Rivelli, architect of record for the 1435 Hobart Road Project, certify that on the second floor, being the only floor was altered, proper egress, light and ventilation and framing and strapping was completed according to the New York State Building Godes and requirements. Sinr frely, M i elli ,CyALU gyCy/T N Rl(iF!!i ` 1 oLDG DEFT. n 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FPIJNDATION 2ND [ ] INSULATION [ FRAMIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �� 765-1802 BUILDING DEPT. 1 N [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING le FINAL IsG [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTI N REMARKS: ' C N DATE INSPECTOR i 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION J r R MARKS: -�✓ -- �1'i L � ✓ S A z�-6 DATE 2 INSPECTOR i �o�NOF SOOryO� COMM TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [v�INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION y REMARKS:OL CA-4 DATE '� �" ` INSPECTOR 1 1 1 • J ' • 1 1 1 NTS FOUNDATION UST) _1 • • 1 • 1 i i 02 ROUGH ,I 1: 1 INSULATIONE' STATE ENERGy CODE 1 �� f ;r a '► --- ------------ ADDMONAL COAEWFN-rS --- IK All • fOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL M h a� 3W Board of Health SOUTHOLD,NY 11971 x114 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO�6 ( � Check Septic Form N.Y.S.D.E.C. Trustees Examined �S 7 ,20 Contact: - Approved ( ,20 Mail to: Disapproved a/c Phone: Zt Z Ca Zq 17 C,. Expiration 20 But Ins F APPLICATI FOR BUILDING PERMIT ku" 17 2003 Date I , 20o3, j INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whoio 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. Al f�vl v 6 (Sy'nature of applicant or name,if a corporation) AoN-1 • NY /0,9 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder oulrJr-� A4x t-hl TF-r- 7— Name of owner of premises _f J (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: 14 35 +10 EA-e-T A,J-5 nn/ �E— House Number Street �oq Hamlet County Tax Map No. 1000 Block Lot 1 Subdivision -�:pU N 0EP� fhrrj 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 'br'-NTI re c b. Intended use and occupancy 3. Nature of work (check which applicable): Nei;,Building Addition Alteration Repair 1, Removal Demolition Other Work (Description) 4. Estimated Cost (�� , �r i7 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 Reaz 4 j , Q� Depth 40 Height Number of Stories Z Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 1 a 9. Size of lot: Front 1 ,�2 Rear 1'6'0 Depth �i a 10. Date of Purchase Ik�1 0 Name of Former Owner j MM Y L61) 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO--V 13. Will lot be re-graded? YES_NO t/ Will excess fill be removed from premises? YES NO_ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY f' OF ) An O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the rD M le-1�— (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 tme 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 tt64--) 20 CJ Notary Pvblic ignatufe of Applicant OPVR teary Pub 3 SQjjojk YC 0�. 2msyylGer"s FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 8, 2004 TO: Mario Rivelli (Stelzer) 1435 Hobart Road Southold, NY 11971 Please take notice that your application dated April 8, 2004 To amend an existing permit to construct an additions and alterations to an existing single family dwelling at Location of property 1435 Hobart Road, Southold,NY County Tax Map No. 1000 - Section 64 Block 2 Lot 11 Is returned herewith and disapproved on the following grounds: The applicant was issued a building permit 0301384 3/5/4)to make additions and alterations to an existing single family dwelling at 1435 Hobart Road, Southold. It was issued after the new construction was designed to make the new addition conforming. The applicant has now decided to amend the permit to maintain the existing non conforming setback of 9.3 feet. Therefore, the proposed amendment, on this non-conforming 11,935 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIV Section 100-242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single family dwelling notes a single side yard setback of 9.3 feet. Following the proposed construction, the dwelling will maintain the non-conforming setback. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the degree of non-conformance. Therefore, the proposed addition is not permitted pursuant to Article III Section 100-244, which states that nonconforming lots measuring less than 20,000 square feet in total size, require a single side yard setback of 10 feet. Total cov e less th 20 percent. Damon R ig' erm1 xaminer CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. v � ; New Clay Flue Liner _ o Reinforced Concrete Cast-in-place Reinfirced 0 o Existing Flue Liner Concrete Outer Fireplace Outer Walls & Chimney Anchored to Existing iii i Walls & Chimne ry a; o - Walls Existing Brick Chimney Rotating Damper i New Terracotta Flue Liner —I – Existing Fire Bricks g Terracotta Flue Liners Finished Wood Flooring 3/4" Subfloor - P Raised Hearth 5 Rainforced Concrete Slab j Anchored & Supported onExisting Chimney and Lower Existing Fireplace ` wT FFNO �/ Structure Below New Fireplace Added 2"x10" Floor Joists 1io Existing Fireplace o Details Adjeicent to Existing a Ic on Lower Floor „ft 5/8" PlasterJET 0 2nd Floor Board Ceiling May 18, 2004 1/2"=1'-0" I Pmm4xea 1435 Hobart Road -- `/' Southold A-4 NY 11971 SECTION PLAN A2 Studio Rivelli 80 Franklin St New York NY 10013 Tel 212 6251714 Fax 212 6251715 1435 Hobart Road Southold ENERGY CODEIREVIEW 2 STORY HOUSE!NEW RENOVATION ONLY PLUMBING RISER DIAGRAM **SEE ATTACHED NYS ENERGY CONSERVATION COMPLIANCE REPORT- ousrmc DESCRIPTION OF PROPOSED WORK — — — — — VEXISTING " — — — ROOF VENT STA4� ROPC A 2 STORY ADDITION WITH 1 BATHROOM. RENOVATION OF EXISTING 2 STORY I IEED IDWELLING WITH 5 BEDROOMS AND 2 BATHROOMS, KITCHEN, DINING ROOM, ILIVING ROOM AND BASEMENT(ON EXISTING FOUNDATION). ' REBLIILT I &"*"'' W I t BATIII2-EXISTING GARAGEE 4EIN TOIE/# i TOILET\ INTERIOR OF HOUSE: I I I NEW NB %/ i SINK\ ryEwTue PROPERTY LINE EXISTING: — 2NQ F�ooR 1 ST FLOOR 1013 SQ.FT. 2ND FLOOR 600 5Q.F1f. EXISTING ( ` — TOTAL EXISTING INTERIOR: 1613 SOFT. I ASPHALT - ExISITNGKITG"Ery —�\ExlsnNCBAnI DRIVEWAY I DBL BOWL i I TOI T sIN KIT.SIM( / �� SFIO R ♦\ TUB PROPOSED: I \ \* 1ST FLOOR 1013 SQ.FT. ' ST FLOOR 2 NO FLOOR 900 SQ. FT. I 10'-0" ETBACK LINE I TOTAL PROPOSED INTERIOR: 1913 SQ.FT. NI I EXISITNG SYSTEM I I SIM EXPOSURE CATEGORY : B I EXISTING LAUNDRY TRAY I I BASEMENT HURRICANE SCREEN SYSTEM I ARMOR SCREEN INC. 356791 'ON R1�,{r/T�`�eq. STREET, NORTH SUITE 4 c I / LAKE PARK FL. 33403 PROPOSED AREA I ( " 561 8562556 THAT PROJECTS /I > 4S q.ft. INTO THE SIDEYARD 3I 562&56 2599 FAX SETBACK ASCE 7-96 VT� E AMGA STANDART 511 METROPOLITAN DADE COUNTY PROTOCOLS PA201 PA202 PA203 SBCCI SSTD 12-97 NG „M SEE DETAIL#dLT I Site Plan, Notes & FOLLOVERIFALL MANU ACTONS WAY Plumbing Diagram FOLLOW ALL MANUFACTURERS RECOMMENDATIONS FOR ALL INSTALLATION IOF FLEXIBLE WIND ABATEMENT SYSTEMS ') ' Apr 07, 2004 PRf,N16N I 1435 Hobart Road Southold — , — - - - - A- 1 NY 11971 Art SITE PLAN HOBART ROAD DETAIL # 1 Studio Rivelli SCALE: 1!20"= t'-0" SCALE: 118 1`-0" 80 Franklin St New York NY 10013 Tel 212 6251714 Fax 212 625 1715 ` TOWN OF SOUTHOLD PROPERTY RECORD CARD i`l L9 OWNER STREET 11,55 VILLAGE DISTRICT SUB, LOT FORMER OWNER N E ACREAGE S S W TYPE OF BUILDIN RES. Z�d SEAS. VL. FARM COMM. IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS / U D X-'177 4 P _ of Ae-Ap., eepTe 7M le J7/Xe W", LA AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Far Acre Value Per Acre Value FRONTAGE ON ROAD 7S y J J Tillable 1 BULKHEAD ' Tillable 2 � DOCK —_ Tillable 3 Woodland Swampland Brushland House Plot Total i I C .ter 1 —li I � W k e alllllll } I ,a w«, D_ r2 r Both > Foundation G __------ M. Bid �Jx Gua Floors Extension , G .' �� �+ J Basementy L ; — — —_t-— Ext. Wolls F , c /� I Interior Finish Extension ! i Heat Fire Place ----- Extension 1 7— — e 'zea 7 S a o� Porch Roof Type Porch _tGaroge Rooms 1st Floor Rooms 2nd Floor eway �3DrivewayDorm er— r!t p l- W+ t ♦ S �.� G n O. B. I Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\Untitled.rck PROJECT TITLE: Single Family House Renovation, COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family 14EATING TYPE:Non-Electric DATE: 03/02/04 DATE OF PLANS:2/18/04 PROJECT DESCRIPTION: 1435 Hobart Road, Southold,NY DES IGNER/CONTRACTOR: Studio Rivelli COMPLIANCE: Passes Maximum UA=222 Your Home UA= 174 21.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1030 38.0 0.0 31 Wall 1: Wood Frame, 16"o.c. 1500 19.0 0.0 80 Window 1: Wood Frame:Double Pane 60 0.420 25 Window 2: Metal Frame with Thermal Break:Double Pane 50 0.400 20 Door 1: Glass 30 0.350 11 Door 2: Solid 20 0.350 7 Boiler 1: Gas-Fired Steam, 75 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in pmpliance with this Code. 'Z a C Builder/Designer �" ��''�- Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1e DATE:03/02/04 PROJECT TITLE: Single Family House Renovation, Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c., R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane, U-factor:0.420 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 2. Window 2:Metal Frame with Thermal Break:Double Pane,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ j No Comments: Doors: [ ] I. Door 1:Glass,U-factor:0.350 Comments: [ ] 2. Door 2: Solid,U-factor: 0.350 Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1:Gas-Fired Steam,75 AFUE or higher Make and Model Number I Air Leakage: [ 1 Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] 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. [ ] 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 R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ) Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints, seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. 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: [ 1 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. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ j HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. v�'tcJt= RIVELLI studio, inc. 80 Franklin Street New York, NY 10013 Tel 212.625.1714 Fax 212.625.1715 March 2, 2004 Building Department Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Mr. Damon Rallis, Building Permits Examiner Dear Mr. Rallis: This letter is to confirm that all of the proposed work to be performed at 1435 Hobart Road will conform and comply with the New York State Building Codes as they pertain to ventilation, light, egress and energy requirements. Sincerely N. Mario Rivelli to ARC, CPQ 0 N R11F� FCA n O �� O NEwA BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: �7 /_3_/04 APPLICANT: �n�+�y L , S4DATE SUBMITTED: 2 /_/04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: � LOT: SUBDIVISION:toaan01s e;,rANS ADDRESS: J�3S -Kvbur� (Z�I, CITY: ZONING DISTRICT: CONFORMING? J� BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y 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 NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997,J 00=25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: --QCT. LOT SIZE: ����REQ. LOT CO . o , ACT. LOT COV. REQ. FRONT 3 5 PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR 3 PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ATA,2 ,o ;' ESTIMATED PROJECT COST: k6I-` I /ENGINEER. ,,,��( WATER FRONT? Ale DE CRIPTION. PANEL # lLL FLOOD ZONE- APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES oia(BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y.<O NEW YORK STATE DEC: PRE-DEC 9/1/75 YES ovm DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES o DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES orM DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES onllRf DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): or NO NOTES: ��-// FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF ���. INIT OTHER TOTAL TOTAL: f SF FEE FEE FEE 1. (� SF)- (_�SF)= SF X $ _$ +$ +$ ��y 2. (�SF)- ASF)= SFX $ _$ +$ +$ j= $ / 3. ( SF)- ( SF)= SFX $ _$ +$ +$ _ $ FINAL TOTAL: $ 7 NEW YORK STATE 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: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE*D.: Y/N SNOW:Y/N SEIS IC: Y/N WIND: Y/N WINDOW ANDDOOR SCHEDULE: MISSLP,,,TEST REQUIREM TS: Y/N f EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTIO SCHEDULE: Y/N MEANS OF EGRESS: /N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 1435 Hobart Road o�rl� Z u95 2Ccz* I�Ga► SIMv�-rj�.uua ^� Southold OCCUPANCY OR � � NLAWFUL CERTIFICATION OF ENERGY CODE REVIEW 2 STORY HOUSE/NEW RENOVATION ONLY PLUMBIN`I IFICATE NAILING & CONNECTIONS "SEE ATTACHED NYS ENERGY CONSERVATION COMPLIANCE REPORT`" V 4�T : REQUIRED. DESCRIPTION OF PROPOSED WORK _ — ` — ` ` ` ' ' ` R OF OCCUP AN TACK PROPOSED A 2 STORY ADDITION WITH 1 BATHROOM, RENOVATION OF EXISTING 2 STORY I I GARAGE DWELLING WITH 5 BEDROOMS AND 2 BATHROOMS, KITCHEN,DINING ROOM, ( / SATH1-NEW BATH 2-EXISTING LIVING ROOM AND BASEMENT(ON EXISTING FOUNDATION). I RESLIILT EXISTING C ` GARAGE GARAGE I NEW TUB TOI TOILE Saw �� INTERIOR OF HOUSE: EXISTING: 2ND FLOOR 1 ST FLOOR 1013 SQ.FT. DMF _Y WITH ALL BODES OF 2 NO FLOOR 600 SQ.FT. , EXISTING N YC 3K STATE & TQWN CODES ExtSTwcSATH TOTAL EXISTING INTERIOR: 1613 SQ.FT, ' ASPHALT A. :-QL iRED ANjD CONDITIONS OF FXISITNGKITCHEN DRIVEWAY c, , si s ra T sig TM PROPOSED: , S( - 0'_D T MA 1 ST FLOOR 1013 SQ.FT. 5 - _ T PLANNING BWooR 2 ND FLOOR 900 SQ. Fr, S. T WNTRUSTEES aCERTIFICATr: UNDERWRT�R TOTAL PROPOSED INTERIOR: 1913 SQ.FT. N.Y DEC REQUIRED I RETAIN STORM WATER RUNG EXISITNG SYSTEM I EXPOSURE CATEGORY: B PURSUANT TO SECTION 45-10C SINK 41,E I OF THE TOWN CODE. wv"GL`s"" LOUBER CERTIFICATION EASEMENT ON LEAD CONTENT BEFORE HURRICANE SCREEN SYSTEM I I 1 ATE OFOCCUPANCY I FLOOD ZONE SOLDER USED IN WATER ARMOR SCREEN INC. I a ¢¢ �� SUPPLY SYSTEM CANNOT COMPLY WITH CHA T R"4B" EXCEED 2110 OF 1% LEAD. STREET, NORTH SUITE 4 TWO STORY • I FLOOD DAMAGE PREVENTION LAKE PARK FL. 33403 PROPERTY LINE I BUILDING I SOUTHOLD TOWN CODE. 5616562556 AS NOTED 562 656 2599 FAX Z--U ' T , ALL CONSTRUCTION SHALL ASCE 7-96 - FEE: YY:� MEET THE REQUIREMENTS OF THE AMCA STANDART 511 NOT DEPARTMENT AT PLUMBING CODES OF NEW YORK STATE. METROPOLITAN DADE COUNTY PROTOCOLS PA201 PA202 PA203 765.1 AM TO 4PM FOR THE SBCCI SSTD 12-97 EXISTING ALL PLUMBING WASTE ASPHALT FOLL �: &WATER LINES NEED i. FOUNDA ATE TESTING BEFORE COVERINSite Plan, Notes & VERIFY ALL DIMENSIONS I DRIVEWAY FOR PO ATE FOLLOW ALL MANUFACTURERS RECOMMENDATIONS N I 2p000H iPLUMBING Plumbing Diagram FOR ALL INSTALLATION .3 IN�T� ��7 N kL OF FLEXIBLE WIND ABATEMENT SYSTEMS I Q� �Pr F n Mar 01, 2004 — 4. FW1L • bd1111MI Tlt3li MUST ` � v ` cream®r,BE COMPLETE FOR C.O. f � , 1435 Hobart Road ALL CONSiV UCTION SHALL MEET THE Southold REOUiREM NTS OFTHECODESOFNEW Awl NY 11971 YORK ST ,E. NOT RESPONSIBLE FOR gp nre sn SITE PLAN HOBART ROAD DESIGN OR CONSTRUCTION ERRORS. 3 P ,lo Studio Rivelli SCALE: 1/20^=t'-o" 80 Franklin St New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 i I - i �! Screened Porch �I 2'fi' ` L 14'-71/T 9'-81TI Bedroom T of - - - I 10' 13'-012" �.:. Kitchen DiningRoom — Sc WC. Bathroom` w.c. Porch O 4'-8"� 2'-9' SII b_ 12steps 20'-V - v mi Living Room N, UP Bedroom F step up .- F�C, 5'-212'❑O I — o! T. Existing e�_- —_— r 13'-012' -- Condition Mar 02, 2004 Z; 6"=1'-0" � PrtaPaap — — -- — — — — — -- — — +- 1435 Hobart Road 14'-012'_. _ ��/ �V�r� Southold 41 4 =2 NY 11971 _- 5 Plan Studio Rivelli 80 FrankliSt 1 St Floor f lan y" r New York NYn C10013 yoP Tel 212 6251714 Fax 212 625 1715 i i ,Bat m a'-91rz' _ - 2'-8" 5'-0 12" I Bedroom °N -------------- - - b Bedroom b I�A �i I I ! Bedroom i Tft ,3-a „�. Existing Condition o� �ob --L,AHS filar 01, 2004 p awF��- SCA � 1435 Hobart Road 2nd Floor Plan �_ _ Southold .3 NY 11971 A��• Studio Rivelli s� 02339 80 Franklin St 9 y � New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 14'-0 lilt' 4._g. 4'-2.Va.• J' y 13'-01/2_; � 59' Terrace jl 2'-7' 2'-(Y' 3'-912' 2'-0" 3'-912' 2'-(Y' 3'-21/4'iJ , Bedroom O q, 1r-10 12' throom Bathroom e' •' � 9'-10 lilt•' � T-11 12' �I u�i I j N, � III i � 15•_1„ P'_ i NJ DN Terrace i Master N' Bedroom N1 N. \j 1t y I 11'-1 Bedroom a 12'-1 3/4' _ _ 4'-4 3/4" -4- 27'-3 UT ._. -2T-312' TXb Proposed 12'-3 UT Plan 4•-71/4.' 2'-4•' s 4 14•• Mar 02, 2004 ARC- \�� y�T amamem 1435 Hobart Road Southold A-4 NY 11971 2nd Floor Plan Studio Rivelli 80 Franklin St sTy 3 New York NY 10013 N \N y Tel 212 625 1714 Fax 212 625 1715 I , 1 1— I .-'+- LtH rM 1fj171 Li PX i ® Front Elevation Rear Elevation 4-. _ r i I Existing r Elevations ;Mar 01, 2004 1/8" Q�\z 143 Road Side Elevation Side Elevation PP\ Southold A�S NY 11971 Studio Rivelli s s 80 Franklin St New York NY 10013 OF Tel 212 6251714 Fax 212 625 1715 ROOF TO 8E RAISED EXISTING DORMER NEW FRONT DORMER TO�Z a n...,jEC NEW ROOF EXISTING MAIN ROOF NEW REAR DORMERS EQUAL TO MAIN W/SLATE TILES NEW ROOF W1 METAL WINDOWS PAINTED IN BLACK E W/SLATE TILES - W1 SLATE TILES / EXISTING=ROOF / W/SLATE TILES % F1 / NEW DORMERI F 1 1 EXISTING EXTEND --- - i-l---t~ _i ® All © _. - NOTE. FRONT PORCH {}-- SHUTTERS ARE BI-FOLD_ EXISTING REAR PORCH EXISTING ---- __ __._ W/ ND FL.TERRACE REBUILT PORCHil1-= _ SAN THE TOP AND ADD 2ND FL TERRACE_ I L FEE_ Lim EXISTING REAR PORCH NOTE: I r EXISTING SIDE PORCH NOTE: Side Elevation SHUTTERS W/2ND FL TERRACE "DFL TERRACE SHUTTERS ARE SI-FOLD. ARE BI-FOLD._,I'/ ONT„E TCP Rear Elevation ON rE TOP -- NEW FRONT DORMER NOTE: EXISTING MAIN ROOF ROOF TO BE RAISED EXISTING MAIN ROOF W/METAL WINDOWS NEW ROOF SHUTTERS W/SLATE TILES EQUAL TO MAIN W/SLATETILES PAINTED IN BLACK W/SLATETILES ARE BI-FOLD' --- -- r EXISTING ROOF EXISTING ROOF -.-'-�- -'” _"�-' = 11'-" - 1A- - -- *-`- + _T -- f TO BE RAISED TO BE RAISED _ _ _ 'Sri-r-.J._rr-_ T-!-h 1 ' r " _ ',-r 1_ .` ' +_i'-�`jt __- TL 1 `� __F EQUAL TO MAIN EQUAL TO MAIN 1 ._:. --'-T' "F�- Y T --- _ �- ROOF LINE. 1�1 --_- _--^--I_�-----.__.:__i--•-� I-f ++.T6.� - ._-i"-i-'- 't-L+ -!-L+ �"_�'.- `'1_ ROOF UNE. —:—. 1 -. 1 .r_. __— r-- -r-r -- •--.•L--_/-T.-_�-_i. "--,'Tr EXISTING PORCH -+-..--1- •-- --"-�-- -� _ \ - 70"SETBACK - - --* 1,---{- ff __.rT TO BE REBUILT i�--'-y1 IC'SETBACK INCOMPLIANCE AND ADD 2ND FL. t.�. '. � -a- u y I�, _ `- i - _i` IN COMPLIANCE 4 __ ~ i_ WITH la SIDEYARD WITH 10'SIDEVARD - - '�"'L'T�_I" t i TERRACE --+,- -L. - � iF II- SETBACKI ..d ��I- SETBACK T- p PART OF EXISTING ROOF _ _ 1-..�-.._-7 TOREMAIN. f--`- �-T -r---• _ PART 1N proposed -_ - �'. �-� _ F EXISTING ROOF fes---� JI I� ISI �� '', ���i �l ml TO REMAIN. t Elevations I. IL a i o.e sae Mar 01, 2004 1.8 F� 143 7 5 Hobart Road PP < ---- — Southold l AmIS NY 11971 EXTEND EXISTING Side Elevation °` " Front Elevation \-FRONT PORCH- / Studio Rivelli Elevation 80 Franklin St New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 North Elevation West Elevation South Elevation I i I I Tft Existing 8- _ —8-- Garage Plan ��5 ,oNRt, Mar 01, 2004 1/8" = 1'-0" Q�/ SPP �F� C, k amamvw 1435 Hobart Road I Southold t V) 4A=7 NY 11971 O ,. Studio Rivelli r` 80 Franklin St NV7 t New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 -- -- --- - ®�® ®o� N Side Elevation Front Elevation Side Elevation Back Elevation sl4"enLwood deck double rubber_ �� \ roofing membrane 8"x 16"roofbles fastened wl gaN.screws hurricane OR NOTE: N § Tie Beam all Around with 2 Inbedded Pre-twisted Hurricane Straps Connecting each Rafter 1-1/8"x 18 GA. _® _ (Simpson Strong tie ETA20 with TSS or Equal) (8) 10d. Galvanized Steel Nails, Uplift:980 LBS. E.A. Floor Plan Roof Plan Brick 4"x 8"x 18" Scale: t/8"=1'-0" Scala: -- 75'%Solid Concrete Blocks wl#5 rods 18"o.c.vertically and #3 wl#3 ties 18"o.a _.__.__.—____Metal Coping Brick Ties ----- � T x 17 Ridge Board \ _ Double Hurricane Clips per Rafters _ Double Rubber Weep Slots \ q"concrete slabs / - Roofing Membrane Proposed f \Yx p / 8" 16"roof8les fasened �l w1 gaN screws s.asuE �a 4"arownad heck _ G a ra g e k, 2 x 6"Collar Beam Concrete Sasa ON RI y�f�` Mat 01, 2004 As Shown e/ 2"x 1435 Hobart Road/ �\ B"RaRers _ i 1 [ Southold A y * * 1 Am 8 NY 11971 d' Studio Rivelli 80 Franklin St Section Section Section N[N New York NY 10013 Scale:177L1'-0" Scale:ln"=r-0^ scale:v6"=r r' Tel 212 6251714 Fax 212 625 1715 (2)2 x 6 min. 32-6d Sinkers Typ. - Simpson Strong T E-Oldown — Simpson Strong - Tie Model#PHD5SDS3 Model #PB44 @ Each Anchor or Bolt r ,� ® \ ---- - @5 Anchor Bolts @ 6"0.C, Typ. 8 16D Nails Each Side. -- -- 2-2 x 6 Sin Plate 8"Concrete Foundatoin Wall - — 2 x 6 WD. Studs 16" O.C. Typical _ o° °0 7 e STUD WALL TO FOUNDATION TENSION TIE TYPICAL POST FOUNDATION DETAIL _ ( _ -- — — Scale: 1/2"=1'0" Scale: 3/4"=1-0" / — Wall Constr. See Typ. Wall Section X-XX / Exterior Finish % Glazed Alum. Door 3/4-Plywood�- See Spec. Sheeting -- — Shutter 1/8" Thk. Galv. StL ---- IPE Wood Decking — 2 x 8 Wolmanized WD. Joist @ 16 O.C. �Washered Wingnuts Simson Strong Tie i= (ZAMAC 3 Alloy) -- -- Galv. Stl. Joist Hangers / @ 6"O.C. Verticaly i \ — Fasten Back to Stud �— — 2 x 8 Wolmanized Wd. j Framing @ 3"O.C. \ Blocking (2) 3/8" Lags Boned Through Door Jamb T� \ Rim Joist 16"O.C. ` 120 MPH WIND ZONE 3/4" Ext. Grande Plywd.Spacer #5 Anchor Bolts 16^O.C. � See Enlarged Jamb Detail Abo REINFORCING DETAILS *S.. ° "�F °� Mar 01, 2004 As Shown c, \ 1435 Hobart Road Southold = NY 11971 !� DECK TO BRACING CONNECTION DETAIL ���� �� TYPICAL DOOR SHU AILS i/ ". " Studio Riveni % - --- ----- -- _ t33�t4"-��� 80 Franklin St PLAN VIEW New York NY 10013 Scale: 112"= 1'0" Tel 212 6251714 Fax 212 6251715 6D Common Nails ______7 / 41 36-10D X 1-U2" Nails 2 6'0.C. Typ. @ Top Palle � APA Rated 11-7/8" PR-60 Engineered WD. Beams @ 12" O.C. Typ. APA Rated Plywood �\ Stull-I-Wall Rated Bond Class: Exposure Thickness: 3/4" Span Rating: 24/24 Product Std: PS I-95 / 2 X 6 WD. Studs. Nailing Schedule Species: HEM-FIR 6"O.C. Tyyp. at Panel Edges; Grade: Select Structural 12 O.C. Tvp.@ Supports W / Simpson Strong Tie y z Model #: MST 72 (12 GA.) J Use MFRG S Recommended Fastening 6D Common Nails z Schedule; 2 6" O.C. T / yp. @Still Plate --- 36 - OD X 1-142" NA_s @ 3" O.C. Typ. Comer Paofinnnggel Nailing Schedule -- / i I @ 4 1/2" O C. Typ Along Panel Edges; 6"@ Intermedia Supports RAFTER TO STUD BRACING /7�7 ; WALL SHEATHING SPECIFICATION & NAILING SCHEDULE C i (FOR FLAT ROOF) Scale: 314"= 1'0" Scale: 1/4"= 1'0" 2 x 6 WD. Studs --- 8-100 Common Nails (1/2 Fastened 3/4" Plywood Sheathing in Each Member) See Specification Simpson Strong Tied Model # LPTA( 6 GA) APA rated PRI-80 " \ �� / Plywood I Joist @ 12" O.C. 120 MPH WIND ZONE °ti, REINFORCING DETAILS �\ 12-80 D X 1-1/2 Nails — Q���PP�O a'�F� r��� °" —� — -- Simpson Strong Tie Mar 01, 2004 As Shown TB20 Strapping @ 7-0" O.C.; Simpson Strong Tie ----% f ffi t- 1435 Hobart Road See From FramingPlan for Loc. Model# LTP4 iJ Southold �. � � ONY11971 Top Palte to Rim Joist per` Lateral Tie Plate F NEiJ�OP� as Studio Rivelli c` TYPICAL RAFTER & JOIST BRIDGING %Q� FLOOR TO FLOOR BRA 80 Franklin NSt 0 V r Scale: 3/4"= 1'0" V -- Seal : 1/4"= 1'0" Tel 212 12 6York 2517143 Fax 212 6251715 7T�TT/ STT/ Roof Sheathing Zonal : High Wind Uplift(A) 3/4 thk. APR Rated Plywood 8D Nails (B) Structural Rated Sheathing 4" O.C. @Panel Edges Bond Class: Exterior 6" O.C. @ Panel Field Span Rating 48/24 Product STD: PS 1-95 NOTE: i� Stagger end Joints of Adjacent Panels ZWind Uplift( 8D Nails(B} A)/ -- -- — --- - �% - Nail With 8D Common Nails or one2 : Inetrmediate 6" O.C. @ Panel Edges Nail Gun Equivalent 6" O.C. @ Panel Field See Fastening Diagram for Nail Spacing //% ///, /// / / /// , , �//7/' / ////77 / �� GENERAL ROOF NAILING DIAGRAM NOTES: Q ROOF SHEATHING SPEC. & NAILING SCHEDULE Scale:-3/8"= 1'0" (A) Blocking Req'd : See Roof Framing Plan (B) D Common or Nail Gun Equivalent Flooring Sheathing 3/4" thk. APR Rated Plywood Structural Rated Sheathing Bond Class:Exposure 1 q Span Rating 48/24 N Product STD: PS 2-92 NOTE: 120 MPH WIND ZONE Stagger end Joints of Adjacent Panels REINFORCING DETAILS Nail With 8D Common Nails or Ngil Gun Equivalent Mar 01, 2004 As Shown See Fastening Diagram for Gang 1435 Hobart Road Southold ix r( - 11 NY 11971 Y6 , Studio Rivelli 80 Franklin St New York NY 10013 C1 ROOF SHEATHING SPEC. & NAILING SCHEDULE of Tel 212 6251714 !V Scale: 3/8"= I.Y. fax 212 6251715 ,A 3 x WD. Stud 36-16D Sinker Nails One#4 Rebar in Shear Cone (30"min Rebar Length 8"Poured Cone. Found.Wall --� - Simmpson Strong Tie Model#: STHD14RJ(12 GA.) j Foundation to Stud Strap Tie Holdown 1!2"Clearence min. btw. Edge of Found.Wall&Strap Placement 1 TYPICAL CORNER HOLD DOWN CONNECTION Not To Scale TYPICAL NAILING SCHEDULE NO. CONNECTION NAILING REQUIREMENTS 117- JOIST TO SILL OR GIRDER, TOENAIL 3.8D 2 BRIDGING TO JOIST, TOENAIL EACH END - 2-813 3 SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16 D,@ 16"0.C. 4 SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16D @ per 16" 5 TOP PLATE TO STUD, END WALL 2-16D 6 STUD TO SOLE PLATE 4-8D, TOENAIL OR 2 160, END NAIL 7 DOUBLE STUDS FACE NAIL 16D 24"O.C. 8 DOUBLE TOP PLATES, TYPICAL FACE NAIL 16D @ 16" O.C. 9 DOUBLE TOP PLATES, LAP SPLICE - 8-16D Tn, 10 BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE TOENAIL 3-813 120 MPH WIND ZONE 11 RIM JOISTS TO TOP PLATE, TOENAIL 8D Q 6" O.C. 12 TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 2-16D 13 CONTINUOUS HEADER, TWO PIECES 2-160 REINFORCING DETAILS 14 CEILING JOIST, TO PLATE, TOENAIL 3.8D E o„ scve • 15 CONTINUOUS HEADER TO STUD, TOENAIL 4-8D Mar 01, 2004 AS Shown 16 CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-16D (vim <_�\,\FC e -,,, 17 CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3 16D Q 1435 Hobart Road 18 RAFTER TO PLATE TOENAIL 3-8D w Southold 19 1" BRACE TO EACH STUD& PALTE, FACE NAIL 2-8D * j /I 'r L NY 11971 20 IBUILT UP CORNER STUDS 16D 24"O.C. Rmaa Studio Rivelli 80 Franklin St F New York NY 10013 Tel 212 6251714 Fax 212 625 1716 1435 Hobart Road Southold ENERGY CODEIREVIEW 2 STORY HOUSE/NEW RENOVATION ONLY PLUMBING RISER DIAGRAM "SEE ATTACHED NYS ENERGY CONSERVATION COMPLIANCE REPORT" ewsrmc DESCRIPTION OF PROPOSED WORK (` — — — — — — — — — — ROOF VENT j STACK PROPOSA 2 STORY ADDITION WITH 1 BATHROOM. RENOVATION OF EXISTING 2 STORY I GARAGEED _ DWELLING WITH 3 BEtDROOMSAND 2 BATHROOMS, KITCHEN, DINING ROOM, REBUILT EXISTING � SATH1-AEµ � // i � � -1 BATHz-EXISTING LIVING ROOM AND BASEMENT(ON EXISTING FOUNDATION). GARAGE GARAGE AwTC`LE/ i TOILEr\ SINK\INTERIOR OF HOUSE: I NEN TUB / / / / i 1\ \\ \\NEW TUB PROPERTY LINE I I \ EXISTING — - zNDFLooR 1 ST FLOOR 1013 SQ.FT. I _ 2 NO FLOOR 600 $Q.FT. -T _ EXISTING I - TOTAL EXISTING INTERIOR: 1613 SQ.FT, ' ASPHALT EXISITNG KITCHEN j \\ `\ ` EXISTING BATH DRIVEWAY DBL BOYI PROPOSED: `\ ra i SINK\KIT.SINK / \\ SHO R �� \\\ TUB I \ 1 ST FLOOR 1013 SQ.FT. \ 1ST FLOOR 2 NO FLOOR 900 $Q. Ft. 10'-0" ETBACK LINE I I TOTAL PROPOSED INTERIOR: 1913 SQ.FT. N I EXISITNG SYSTEM EXPOSURE CATEGORY : B - ' EXISTING LAUNDRY s1Mc TRAY BASEMENT HURRICANE SCREEN SYSTEM ARMOR SCREEN INC. a 356791 )4� STREET, NORTH SUITE 4LAKE PARK FL. 33403PRQPOSEDAREA5616362556 THAT PROJECTS > 4 sq.ft.INTO THE SIDEYARD 562 636 2599 FAX SETBACK • )ASCE tAMCA STANDART 511 METROPOLITAN DADE COUNTY PROTOCOLS PA201 PA202 PA203 1 / SBCCI SSTD 12-97 _ EXISTING SEE DETAIL# a ASPHALT Site Plan Notes & � VERIFY ALL DIMENSIONS � DRIVEWAY - � - � FOLLOW ALL MANUFACTURERS RECOMMENDATIONS i Plumbing Diagram FOR ALL INSTALLATION OF FLEXIBLE WIND ABATEMENT SYSTEMS ( I Apr07, 2004 PrtamHsa 1435 Hobart Road Southold — — - - , — A= 1 NY 11971 .F� SITE PLAN HOBART ROAD DETAIL # 1 Studio Rivelli SCALE: 1/20"= 1'-0" SCALE: 1/8'=1`-0" New Franldin t NY 10 Tel 212 6251714 Fax 212 625 1715 27'4" — — — — — — — — I I I � I Screened Porch 14'-7112' II i 9'-812" " Bedroom T-112 _ — — — - D.W. - a--- 13'-0,2" --- Kitchen Dining Room ia 81-01 Emn ' I I 14'-T' m 12'-7 \ Bathroom sir I e'-a,1r' ans / I Screenedwe Porch h O 0 ' i m m N! 20--l" T3�-5- Living Room v I � I UP <; c I Bedroom \5"step up T�T�C_33a�OQl i 1 5'-2 12" n, 0;' . i Existing _ I 6 _ 20'-11_112' T-11" 13'-012" _ Condition Apr07, 2004 — - - - - - - - - - - - `° ' � 1435 Hobart Road 1a'-0,rr' j Southold A=2 NY 11971 A Studio Rivelli 1 st Floor Pian New0Yorknklin NY 10013 Tel 212 6251714 Fax 212 625 1715 i i I � Bathr m 4'-9 12" --- iq 2'-6" � 5'-012' •1114' Bedroom DN ___________ _____________________________b.�____-_-__ -_ _- ----- ----------------------------- - -----I t � I �i Bedroom a F<<, °,, Bedroom 023339 � OF NE14 d i i , 13'-i 12' Existing Condition s� Apr 07, 2004 3/16"=1'-0" PR91Mmf 1435 Hobart Road 2nd Floor Planq_3 NY thold 1971 A.. Studio Rivelli 80 Franklin St New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 14'-0 114" 19'-4 114' 4'-2 114' 4' 4'-2 1K' 13' 1!T \ V D Terrace 12'-T' 2'-0" 3'-9 UT 2'-(P 3'-91fT 2-9' 3'-214' Bed om o q L B throom C? a athroom„ �'-,, ,f2 . 14, T-11r fV N (V i UDN N b Terrace Master N Bedroom CP N fV 1 I1 1 � I I - - Nc�.�EPEU 1,'-1 314,. N A1� i PP F C1 PROPOSED INFILL 4 i i Y Be d00m n TO ALIGN WITH 'N WALL EXISTING 27'31/2' �T\0_'3�9 OPF APPROVED O�N�fly 91''SETBACK IN COMPLIANCE WITH i r 19-0"SIDEYARD Proposed SETBACK Plan 5'-0 114" 2 514 1f4" oar sae Apr 07, 2004 3/16"=1'-0" - 9435 Hobart Road SouAr.� NY 1t19o7�1 2nd Floor Plan ARI Studio Rivelli 80 Franklin St New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 If ®o I . UHT ' _ now Front Elevation Rear Elevation fill III R � Xb Existing - - - - - - Elevations ce osow Apr 07, 2004 1/8" =1'-0" P2{inwM Side Elevation Side Elevation 1435 Hobart Road sow,aa A=5 NY 11971 Acliwct Studio Rivelli 80 Franklin St New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 EXISTING DORMER t ROOF TO BE RAISED - EXISTING MAIN ROOF NEW FRONT DORMER TO BE ENLARGED NEW ROOF NEW REAR DORMERS NEWROOF EQUAL TO MAIN W!SLATE TILES W/ INDOWS W/SLATE TARS W/SLATE TILES PAINNTEDTED IN BLACK EXISTING MAIN ROOF W1 SLATE TILES NEWOORMER - -- _- — -- PP I IE EXISTING EXTEND — -- ._ _ NOTE: SHUTTERS FRONT PORCH - ARE BI I tlu _ IryI EXISTING REAR PORCH EXISTING W12NDFL.TERRACE REBUILT t ON THE TOP AND ADD 2ND FL. TERRACE -_- FE O NOTE' ExISTING SIDE PORCH EXISTING REAR PORCH Side Elevation ' TTERSV W/2NDR TERRACE Rear elevation ONTH FL TERRACE SHUTTERS ARE BI FOLD. ARE BI-FOLD. ON THE TOP ON THE TOP NEW FRONT DORMER NOTE: EXISTING MAIN ROOF ROOF TO BE RAISED EXISTING MAIN ROOF W1 METAL WINDOWS NEWROOF SHUTTERS Wl SLATE TILES EQUAL TO MAIN W.'SLATE TILES PAINTED IN BLACK VVI �SLATETILES\\ ARE BI-FOLD. \ EXISTING ROOF __ TO BE RAISED EQUAL TO MAI EXISTING ROOF - _ - - - �- - _ _ N ' _ ; . . -.. ... ROOF LINE ! TO BE RAISED - -- -- - - - -- - t EQUAL TOMAIN ROOF LINE. _____.__. - - EXISTING PORCH PROPOSED INFILL d t AND ADD 2ND FL. + - -. -- _ EXISTING WALL O� TO ALIGN DITH HIM — ___I. _ _ rT= __r_ TERRACE TOLLING WITH .._ - _. _. _ \ APPROVED _ - - Lamm _J "— � 9"SETBACK IN *.. EXISTING WALL .- AN E WITH ' 1OJT SIDEYARD APPROVED '- _ - - _ p � _-. - �— � _ _ _ SETBACK 9"SETBACKIN _ - �, ��N �e� -- '— r I ne COMPLIANCEWITH -----------.1 10-0"SIDEYARD - - - - -- ---- J Proposed SETBACK _ - ® ® Elevations Apr 07, 2004 �.k 1/8" =1e-011 PRen119Y9 1435 Hobart Road Southold — A-6 NY 11971 EXTEND EXISTING —mblb Front Elevation FRONT PORCH Side Elevation StudioR;velll 80 Franklin$t New York NY 10013 Tel 212 6251714 Fax 212 6251715 o i ®a 4 ®aBEE m , North Elevation West Elevation South Elevation Pt�; �u any/r s � iL 4� Existing ILI - Garage Plan Apr 07, 2004 1/8" = 1'-0" Piomhaez 1435 Hobart Road Southold A=7 NY 11971 ,RST Studio Rivelli 80 Franklin St New York NY 10013 Tel 212 6251714 Fax 212 625 1715 C 4 ti o � o Side Elevation Front Elevation Side Elevation Back Elevation 314"plywood de g double rubber — roofing membrane 8"x 16"rooMles fastened w/galv.screws hurricane clip gutta - NOTE: ?� Tie Beam all Around with 2 Inbedded Pre-twisted Hurricane Straps Connecting each Rafter 1-1/8"x 18 G.A. (Simpson Strong tie ETA20 with TSS or Equal) (8) 10d. Galvanized Steel Nails, Uplift: 980 LBS. E.A. to m m .S-.1 k. .S`d Floor Plan Roof Plan Brick 4"x 8"x 18" Scale:118^=1'-V' Scale:118"=1'-0" 75%Solid Concrete Blocks w/#5 rods 18"o.c.vertically and Metal Coping w7#3 ties 18"o.c. Brick Ties r 7'x 12"Ridge Board ` ^ '>l C Double Hurricane Clips per Rafters S1z� Wee Slots Double Rubber I3 �� 4"concrete slabs � /�_ Roofing Membrane �4 �- - Proposed 8"x 18"mottles fawned w/galv.screws — s 3Garage 4 III = III _ r :. • '• % /4"Plywood Deck — —._ III_III '' �•' III_ 2"x 6"Collar Beam Concrete Base =1I1 Apr 07, 2004 AS Shown PMiN/NG o 0 _ 1435 Hobart Road 2"x 8"Rafters I Q Southold — A=8 NY 11971 Studio Rivelli 80 Franklin St Section Section Section New York NY 10013 Scale: lrz" V-o" scale: 1/r'=1'-0" Scale:llS"=r-0,. Tel 212 6251714 Fax 212 6251715 (2) 2 x 6 min. - 32-6d Sinkers Typ, Simpson Strong T E -Oldown -- Simpson Strong - Tie Model# PHD5-SDS3 Model #PB44 @ Each Anchor or Bolt 77-7� @5 Anchor Bolts @ 6" O.C. Typ. 8 - 16D Nails Each Side - J 2-2 x 6 Sill Plates D - 8"Concrete Foundatoin Wall --- 2 x 6 WD. Studs 16" O.C. Typical c ° C p I i STUD WALL TO FOUNDATION TENSION TIE ' ;' ^ TYPICAL POST FOUNDATION DETAIL Scale: 1/2"= 1'0" - - / Scale: 3/4"= 1'0" Wall Constr. See Typ. Wall Section X-XX Glazed Alum. Door Exterior Finish - �� Shutter — 3/4" Plywood Sheating \ / See Spec. -- 1/8"Thk. Galv. Stl. _ I�-- IPE Wood Decking / 2 x 8 Wolmanized WD. Joist @ 16 O.C. Washered Wingnuts k 1� (ZAMAC 3 Alloy) - Simson Strong Tie \ @ 6" O.C. Verticaly . Galv. Stl. Joist Hangers \ _ ' � / — Fasten Back to Stud 2 x 8 Wolmanized Wd Framing @ 3"O.C. Blocking �- (2)318" Lags Bolted Through Door JambTft - , Rim Joist 16°O.C. - ---- 120 MPH WIND ZONE \ -- 3/4" Ext. Grande Plywd,Spacer #5 Anchor Bolts @ 16"OC, See Enlarged Jamb Detail Above REINFORCING DETAILS ' Apr 07, 2004 As Shown � � Prtnrtlaff yC 1435 Hobart Road Southold A=9 •�- NY 11971 _ naMea DECK TO BRACING CONNECTION DETAIL % TYPICAL DOOR SHUTTER DETAILS Studio Rivelli �- - --- - — 3 f- — — ----- -Scale: 3/4"=�'0 80 Franklin St Scale: 112"= 1'0" \ % PLAN VIEW New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 6D Common Nails 2 6" O.C. Typ. @ Top Page ,! 36-10D X 1-1/2" Nails / �O APA Rated V 11-7/8" P., R-60 Engineered WD. Beamsy : @ 12" O.C. Typ. \ i� �A APA Rated Plywood -- -- Sturd-I-Wall Rated \\ Bond Class: Exposure \ Thickness: 3/4" Span Rating: 24/24 Product Std: PS 1-95 �. 2 X 6 WD. Studs. . Nailing Schedule Species: HEM-FIR 6"O.C. Typ. at Panel Edges; Grade: Select Structural 12"O.C. Typ. LU @ Intermediate Supports -- - -- - - Simpson Strong Tie z Model #: MST 72 (12 GA.) / a Use MFRG S Recommended Fastening 6D Common Nails z Schedule; 2 6" O.C. Typ. @ Still Plate 36 - OD X 1-142" NA-S @ 3" O.C. Typ. �i Comer Panel Nailing Schedule -- ng i @ 4 O Cf Typ Along Panel Edges; 6" @ Intermedia Supports RAFTER TO STUD BRACING_ _ ' WALL SHEATHING SPECIFICATION & NAILING SCHEDULE C" FOR FLAT ROOF Scale: 3/4"= 1'0" - — --- - ------ - ( ) Scale: 1/4"= 1'0" 2 x 6 WD. Studs 8-100 Common NailsCA (1/2 Fastened (. in Each Member) i — 3/4" Plywood Sheathing Alt See Specification , Simpson StrongTie �� ) ti; Model # LPTA 6 GA) C� APA rated PRI-80 �� , 7FOF N�l — ". 120 MPH WIND ZONE Plywood I Joist @ 12" O.C. REINFORCING DETAILS , - 12 - 80 D X 1-1/2 Nails -- - - Simpson Strong Tie ? Apr 07, 2004 As Shown TB20 Strapping 7-0" O.C.; % 1435 Hobart Road @ Simpson Strong Tie - ��� �` � See From Framing Plan for Lac. Model # LTP4 SoutholdA� 1 O NY 11671 Top Palte to Rim Joist Lateral Tie Plate _ Studio Rivelli TYPICAL RAFTER & JOIST BRIDGING FLOOR TO FLOOR BRACING 80 Franklin St —-- — - - -- - —_ _..-- - .._.-- - — - New York NY 10013 Scale: 3/4"= 1'0" V -- Scale: 1/4"= 1'0" Tel 212 6251714 Fax 212 625 1715 4'-0" _ �� / ,��<�� � , �t ILLI /.��'.� ��1_� � �� . _ �1-11 ' i.i�"' ,�. ��Li �L_ /%� • ��i =% , %� Roof Sheathing i, pry- Zonal : High Wind Uplrft(A) 8D Nails (B) 3/4"thk. APR Rated Plywood -- -- ---� — _-.- _— -- Structural Rated Sheathing 4" O.C. @ Panel Edges Bond Class: Exterior 6" O.C. Panel Field @ Span Rating 48/24 Product STD: PS 1-95 Z -' NOTE: Zone2 : Inetrmediate Wind Uplift(A) Stagger end Joints of Adjacent Panels 8D Nails (B) Nail With 8D Common Nails or ' 6" O.C. @Panel Edges Nail Gun Equivalent 6" O.C. @Panel Field See Fastening Diagram for Nail Spacing / // ROOF SHEATHING SPEC. & NAILING SCHEDULE GENERAL ROOF NAILING DIAGRAM NOTES: Scale: ED 1'0" (A) Blocking Req'd : See Roof Framing Plan (B) *D Common or Nail Gun Equivalent 'k— C7 kawt, tc ¢4' � N Fly, E'er Flooring Sheathing n 3/4"thk. APR Rated Plywood Structural Rated Sheathing Bond Class:Exposure 1 m �p ,qo q Span Rating 48/24 T9T^ 0233 "y�Q N Product STD: PS 2-92 OF NEv� ,nb NOTE: 120 MPH WIND ZONE Stagger end Joints of Adjacent Panels REINFORCING DETAILS Nail With 8D Common Nails or Nail �w Gun Equivalent Apr 07, 2004 As Shown See Fastening Diagram for Nail Spacing 1435 Hobart Road i A= 1 1 NY 1119711 Am� Studio Rivelli 80 Franklin St /- New York NY 10013 ROOF SHEATHING SPEC. & NAILING SCHEDULETel 212 625 1714 1� I/ Scale: 3/8"= 1'0'* Fax 212 6251715 i I i 3 x WD. Stud 36- 16D Sinker Nails One#4 Rebar in Shear Cone (30"min Rebar Length 8"Poured Cone. Found. Wall Simmpson Strong Tie Model#:STH014RJ (12 GA.) \ j Foundation to Stud Strap Tie Holdown _ 1/2"Clearance min. btw. Edge of Found. Wall&Strap Placement TYPICAL CORNER HOLD DOWN CONNECTION� Not To Scale TYPICAL NAILING SCHEDULEQ� N No. CONNECTION NAILING REQUIREMENTS JOIST TO SILL OR GIRDER, TOENAIL 3-8D amu"} 2 BRIDGING TO JOIST, TOENAIL EACH END 2-81D 3 SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16 D Q 16" O.C. , v ;S 4 SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16D @ per 16" 5 TOP PLATE TO STUD, END WALL 2-16DST q? 0 .,.,orr��^ 6 STUD TO SOLE PLATE 4-8D, TOENAIL OR 2 16D, END NAIL '9TH A- 7 DOUBLE STUDS FACE NAIL 16D 24" O.C. 8 DOUBLE TOP PLATES, TYPICAL FACE NAIL 16D 16" O.C. 9 DOUBLE TOP PLATES, LAP SPLICE 8-16D rm 10 BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL 3-81) 120 MPH WIND ZONE 11 RIM JOISTS TO TOP PLATE, TOENAIL 8D 6" O.C. 12 TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 2-16D REINFORCING DETAILS 13 COINTINUOUS HEADER, TWO PIECES 2-16D 14 CEILING JOIST, TO PLATE TOENAIL 3-8D os soe 15 CONTINUOUS HEADER TO STUD, TOENAIL 4-8D Apr 07, 2004 As Shown 16 CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-i6D pm. .» 17 CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-16D 1435 Hobart Road 18 RAFTER TO PLATE, TOENAIL 3-8D Southold 19 1" BRACE TO EACH STUD& PALTE, FACE NAIL 2-8D 20 BUILT UP CORNER STUDS 16D 24" O.C. A- 1 2 NY 11971 A,hl. Studio Rivelli 80 Franklin St New York NY 10013 Tel 212 625 1714 Fax 212 625 1715 1435 Hobart Road Southold 'f 92004 is ENERGY CODE REVIEW 2 STORY HOUSE/NEW RENOVATION ONLY PLUMBING RISER DIAGRAM "*SEE ATTACHED NYS ENERGY CONSERVATION COMPLIANCE REPORT"` E vim DESCRIPTION OF PROPOSED WORK r — — — — — — — — — — — — , ROOF VENT STACK A 2 STORY ADDITION WITH 1 BATHROOM.RENOVATION OF EXISTING 2 STORY I PROPOSED `^ _ ARA E DWELLING WITH 5 BEDROOMS AND 2 BATHROOMS, KITCHEN, DINING ROOM, BATH1-NEW I /— '� BATH2-EXISTMIG LIVING ROOM AND BASEMENT(ON EXISTING FOUNDATION). I REBLIILT EXISTING GARAGE GARAGE /4EW TOLLE� I TOILET\ INTERIOR OF HOUSE: I i ` NEWTUBT i \ sraK\\ K NEW TUB -11 EXISTING: — _g - 2ND FLOOR 1 ST FLOOR 1013 SQ.FT. I _ 2 ND FLOOR 600 SQ.FT. r EXISTING I TOTAL EXISTING INTERIOR: 1613 SQ.FT. ASPHALT EXISITNGKITCHEN i ` I \ \ '1 ExisTxacBATH DRIVEWAY I DBL BOWL i i ra T SINK PROPOSED: - I MT.SINK Y i \SHOWER\ .\ �`\ TUB 1 ST FLOOR 1013 SQ.FT. I ` ST FLOOR 2 ND FLOOR 900 SQ. FT. 10'-0" ETBACK LINE i TOTAL PROPOSED INTERIOR: 1913 SQ.FT, NI I � EwsiTNO srsTEra I siNx EXPOSURE CATEGORY: B I EXISTMG LAUNDRY TRAY BASEMENT HURRICANE SCREEN SYSTEM PROPERTY LINE I i ARMOR SCREEN INC. I Q�� PRO N �OA 356791 f e STREET, NORTH SUITE 4 PROPOSED AREA LAKE PARK FL.33403 THAT PROJECTS i > 4 $(I, r y 5616562556 INTO THE SIDEYARD / I �� 562 656 2599 FAX SETBACK / 1 �/ ASCE 7-96 { 4 7'-31 ' �_ E AMCA STANDART 511 METROPOLITAN DADE COUNTY PROTOCOLS PA201 PA202 PA203 tt // I b SBCCI SSTD 12-97 \1 / ASPHALT I EXISTINGr TM SEE DETAIL#1 Site Plan, Notes & VERIFY ALL DIMENSIONS I DRIVEWAY '— FOLLOW ALL MANUFACTURERS RECOMMENDATIONS I ! Plumbing Diagram FOR ALL INSTALLATION OF FLEXIBLE WIND ABATEMENT SYSTEMS I I 1 ' May 18, 2004 — IPreenYseea 1435 Hobart Road Southold _ — — Awl NY 11971 AicMYct SITE PLAN HOBART ROAD DETAIL # 1 Studio Rivelli SCALE: 1120"=1'-0" SCALE: 1!6"=1'-0" 80 Franklin St New York NY 10013 Tel 212 625 1714 Fax 212 6251715 14'-0 1/4" 19'-4 IN' L 4'-2 1/4" 4' B" 4'-21 Terrace F7 2'-7' 2'-0" 3'-912" 7-0" 3'-912" 2'-0" 3'-21/4" ` Bedroom a throom 111-10,2' _ at room 7-11 VT tQ tQ " m IV fV ry .- DN b Terrace Master " Bedroom m ARCS, I I ♦ /j. N RIVE, tR�� j 14'11 trT PROPOSED INFILL a i `r Bed Oom TO ALIGN WITH IN �' WALL EXISTING 9'-012' 14'-1012" 3'-0,2' APPROVED ", 27-31/7' 9"SETBACK IN COMPLIANCE WITH I j 10'-0"SIDEYARO j ' TXB Proposed SETBACK I Ju '3` Pian ' S. o� 5'11 tt4" 2' 5'-4 114" May 18, 2004 3/16"=1'-0" 1435 Hobart Road Southold A=4 NY 1 971 2nd Floor Plan Studio Rivelli 80 Franklin St New York NY 10013 Tel 212 6251714 Fax 212 6251715 TO BE ROOF TO BE RN EODPLMNN ROOF LININ MNE. PROPOSED INRLL TOA nNW11H FISTING WALL -- VIII WTHlA _ WITH SIDEVARDARD 9ETBAp( rm M= FI, Front Elevation EXISTING ROOF (4� Q�U N Rjj TF TO BE RAISED Q' �P _ �((� c A — EOL MAIN ROOFOFLINE. - PROPOSED INFILL TOALIGN WRH EXISTING WALL APPROVED --`t`-- — 91ZTBACKIN -- ' COMPLIANCE MTH 10-W SIDEYARD SETBACK TYb Pro osed ® Elevations • May 18, 2004 1/8" =T-0" PmmYeea 1435 Hobart Road Southold A- IG NY 11971 Side Elevation ^F Studio Rivelli 80 Franldin St New York NY 10013 Tel 212 6251714 Fax 212 6251715