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HomeMy WebLinkAbout40096-Z ,0 ° p; Town of Southold 1/14/2016 �'4. P.O.Box 1179 53095 Main Rd Southold, New York 11971?,. d, CERTIFICATE OF OCCUPANCY No: 38051 Date: 1/14/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 854 Bridle Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-4-5.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/11/2015 pursuant to which Building Permit No. 40096 dated 9/17/2015 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: NON-HABITABLE, NON-SLEEPING ACCESSORY THREE CAR GARAGE WITH STORAGE ABOVE AND SECOND FLOOR DECK, PER ZBA DECISION#6873 DATED 08-20-2015, AS APPLIED FOR The certificate is issued to Hams,Brian&Harris,Danielle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40096 12-10-2015 PLUMBERS CERTIFICATION DATED rize Signadire TOWN OF SOUTHOLD ; BUILDING DEPARTMENT TOWN CLERK'S OFFICE '� LSOUTHOLD, NY f#6, ao' BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40096 Date: 9/17/2015 Permission is hereby granted to: Harris, Brian & Harris, Danielle 144 Hampton Blvd Massapequa, NY 11758 To: Construct an accessory garage as applied for, as per ZBA. At premises located at: 854 Bridle Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-4-5.5 Pursuant to application dated 9/11/2015 and approved by the Building Inspector. To expire on 3/18/2017. Fees: ACCESSORY $500.00 CO -ACCESSORY BUILDING $50.00 Total: $550.00 Buil... sector Form No.6 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. Cektificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, 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 QQ Date. 3 //1//5-- New Construction: Old or Pre-existing Building: (check one) Location of Property: SVV- k — ,'' C Gtf c K cj tit e ouse No. Street Hamlet Owner or Owners of Property: LAr t(4A, (_ lel 1' S Suffolk County Tax Map No 1000, Section ( U 2 Block Lot s- S Subdivision Filed Map. Lot: Permit No. Li0OC/ j Date of Permit. Applicant: Health Dept. Approval- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) so •p0 Fee Submitted: $ .L r pplic.nt'S gnature .',i%pF SOu7:4 . Town Hall Annex Ii ~O l0 : Telephone(631)765-1802 54375 Main Road ; iiii 411Z Fax(631)765-9502 P.O.Box 1179 % G 4c, 1 Southold,NY 11971-0959 •=,c• .\--i` roger.richert(a�town.southold.ny.us • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Brian Harris Address: 854 Bridle Lande City: Cutchogue St: New York Zip: 11935 Building Permit* 40096 Section. 102 Block. 4 Lot: 5.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: L.E.B. Electric License No: 1401-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 9 Twist Lock Exit Fixtures TVSS Other Equipment: 1- GFCI Circuit Breaker Notes: Inspector Signature: Date: December 10, 2015 Electrical 81 Compliance Form.xls a T — ((64 , 1Il,p`��pf SO, ♦ G �O 111 --__‘4-00/100).00 TOWN. OF SO,UTHOLD BUILDING- DEPT: 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE i°7;---7(--r INSPECTOR 4.• r°, 0 767)-7------ 1��4* SOpl*0-, ., ,‘,.; 0 ,� , ,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: p / 7 6, ,s / /A ` - ? -- 47/ 8 - ` Th% ` , r - 4IPPO-1 DATE /0/A3 / 1 --CINSPECTOR J0o 16" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND. [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oh, Otc p DATE 11. ! INSPECTOR I ��Of SO/lo-or � ' ' ?6 2 . * iiii ,�\:% 4 ./ O o, TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTION [ ] FOUNDATION' 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS ON [ ] FRAMING / STRAPPING [ FINAL i [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION fi [ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) F [ ] CODE VIOLATION [ ] CAULKING REMARKS, • t 1 - L ` F CfrX.77-j. --- , • P L. ,\ -, _iLt-/./. C---b- Clar--1—, 4 _drilla 4 W 4 r 1 J---- ail- G M- DATE44.r_ INSPECTOR ' c-f-f_ SOUjyo< `` sz 4J0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 /? /Gl 1' INSPECTOR` .���+©�'` ,,Of sow--, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION • [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ —] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 409 - / cs27,-; DATE /78/(6' INSPECTOR , FIELD INSP CTION REPORT, . DATE COI I: ..I5"_.'�4)..r4 .. . . . - •01.. r.-,-4 CP ...17,-1/ . •53 i GFOND FOUNDATION(IST) ' • . . , . • 1 , Q\' FOUNDATION(2ND) •. *(4 ,C) At . // ..i-7212 - , ,P)611- C/;-Aiy" .' ` P I rt r-1 0 7 . ...„. . ,,, . . . /4,../..„,.,,_ ,... . , ROUGH FR.1Nq& . . . . • ,J • PLUMBING .V F. • 7 INSULATION 13E11.N.Y. • - - - ' .. `' y STATE ENERGY CODE . _ - , . . . • " ' • . . AV #~071147/kirMV/411.0r-111MIMMPlitgtera ,---- • rega 1ffilliLe r.0_ Arilkir • _Ay-,41 Arm/4 ' FINAL 4,' i cc', Ir fly J• .6--? ;M "/"--j< - 4" .i .., . ,I. :. . , .,iii .., O. I,... . ...,!In .1_ .,. S tif .'0C r7.9,efrp, 1,h . l l) 5 i ( .—,,., 0,0,Prf Pk.A. 'c . , . -.. i/ 9(./ -- uedb, �se__ r��O.�(c .12.Q�PJcC rp,L __O\ m • • . . • �. . _ •, . . . • ..•,--._ S • . ; ' - 1 . ' ..t I ' , J •' - " . • .. 1 ... . .. - �< • r . 1 -tom.` e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? . ' TOWN HALL _ Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-950260�/ Survey , /'/ SoutholdTown.NorthFork.net PERMIT NO. Check t. 'r Septic Formr.n. . ,-. ill S I a ,• .w . N.Y.S.D.E. V.�� . 1..a Trustees .1. _., , !'c ' C.O Applicn S ``J J 1 Flood Permit Examined '7 20 1../ I Single&Separate Storm-Water Assessment Form ii MAR 18 20 . tact: & k— "`Id Approvedq 0 � Mail to Disapproved a/c , BLDG. DEPT '" ,�,( INN OF SOUTHOLD Phone: (0 i l liS-145 0 Expiration 1 /17 ,202IJr I U Q Building I,spec or t-- " J ,t APPLICATION FOR BUILDING ' - ' , Date March 16 ,2015 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. _ d. Upon approval of this application,the Building Inspector will issue a Building.Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the - property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,hous. ode,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 44 (Signature oapplicant or name,if a corporation) 144 Hampton Blvd., Massapequa, NY 11758 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises Brian Harris • (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. 45290-H,Artisan Building& Renovations, LLC., Dan Johnson Plumbers License No. Electricians License No. 1401-ME, L.E.B. Electrical Contracting, Bill Parker Other Trade's License No. 1. Location of land on which proposed work will be done: 854 Bridle Lane Cutchogue House Number ' Street Hamlet County Tax Map No 1000 Section 102 Block 04 Lot 5.5 r Subdivision Highland Estates Filed Map No. 16537 Lot 1 • ---.1)x 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy Second home b. Intended use and occupancy Garage/storage 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $37,500.00 Fee (To be paid on filing this application) 5. if dwelling,number of dwelling units NA Number of dwelling units on each floor NA If garage, number of cars 3 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. NA i 7. Dimensions of existing structures,if any:Front 55 ft Rear 55 ft Depth 48 ft Height 27 Number of Stories 2 Dimensions of same structure with alterations or additions Front NA Rear NA Depth Height ' Number of Stories 8. Dimensions of entire new construction: Front 39 ft Rear_ 39 ft Depth 24 Height 21 ft 9 inches Number of Stories 2 9 Size of lot: Front 323.74 ft Rear, 371 1 ft Depth 293.80 ft 10. Date of Purchase 3/16/2011 Name of Former A/OwnerC_ • Q Mr.and Mrs. Bennardo 11.Zone or use district in which premises are situated I • -{ p� Ac 5 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO 144 Hampton Blvd. 14.Names of Owner of premises Brian Harris Address Massapequa, NY Phone No. 5'16-456 0247 Name of Architect R. Shatarah Address6500 Jericho Tpkephone No 516-731-4687 Name of Contractor Artisan Building & Renova-Address Syosset, NY 11773Phone No. 631-445-1850 tions, Dan Johnson, 210 Ocean Ave.,Amityville, NY 11701 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES NO X * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17 If elevation at any-point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) AsS k ' COUNTY OF •p e4 'Ilii; Brian Harris being duly sworn,deposes and says that(s)he is the applicant. (Name of individual signing contract)above named, ' Property(S)He is the P rty Owner 11111 (Contractor,Agent,Corporate Officer,etc.) iI2•aof said owner or-owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be ' performed in the manner set forth in the application filed therewith. Sworn to before me this ,�- _day of M fa�r�chlAtUi4Ak.( l 20 15 ' d..... �7/t„,...k. Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 3, 2015 TO: Brian Harris 144 Hampton Blvd. Massapequa, NY 11758 Please take notice that your application dated March 18, 2015 For permit for construction of an accessory garage at Location of property: 854 Bridle Lane, Cutchogue,NY County Tax Map No. 1000—Section 102 Block 4 Lot 5.5 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 83,837 square foot lot in the AC District is not permitted pursuant to Article III, Section 280-15, which states, "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear ar yd." The proposed accessory garage is located in a front yard. Authorized Signature __ Cc: File, ZBA 449BOARD MEMBERS i,i�'�OF SOUL, Southold Town Hall Leslie Kanes Weisman,Chairperson ,o y 53095 Main Road• P.O.Box 1179 �' ,`O ' : Southold,NY 11971-0959 N Eric Dantes i41 111 ; Office Location: Gerard P.Goehringer ; G Q ,� Town Annex/First Floor,Capital One Bank George Horning .6),_ ,'mai'��� 54375 Main Road(at Youngs Avenue) Kenneth Schneider = ' COUNTY,� �i.� Southold,NY 11971 http://southoldtown.northfork.net i-) H ' ; ' i; �; ONING BOARD OF APPEALS .JTOWN OF SOUTHOLD _ a AUG 2 1 2015 el.(631)765-1809•Fax (631)765-9064 ---- BLDG'`EP[ `_ I'M i'•or '01,1H-it[!FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20, 2015 ZBA FILE: 6873 NAME OF APPLICANT: Brian Harris PROPERTY LOCATION: 854 Bridle Lane, Cutchogue,NY SCTMil 1000-102-04-5.5 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 H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 25, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is a conforming 83,837 sq. ft. located in the AC Zone. It is improved with a two story dwelling and accessory in-ground swimming pool. It has 20.73 feet on Bridle Lane, 359.36 feet along the northern property line, 371.10 feet along the eastern property line, 293.80 feet along the southern property line and 323.74 feet along the western property line as shown on the site plan prepared by Rudolph S. Shatarah,P.E., dated 5/8/2014, last revised 3/9/15. BASIS OF APPLICATION: Request for Variance from Article III, Code Section 280-15 and the Building Inspector's April 3, 2015 Notice of Disapproval based on an application for building permit for accessory garage, at; 1) location other than the code required rear yard. RELIEF REQUESTED: The applicant requests a variance to locate an accessory garage in a Front Yard location whereas the Code requires a Rear Yard location as shown on the Site Plan drawing A-001 and architectural drawings A-002 thru A-005 inclusive, all dated 5/8/2014 and prepared by Rudolph S. Shatarah, P.E. ADDITIONAL INFORMATION: The subject parcel is a flag-lot where the "pole" is almost 150 feet long and which intersects Bridle Lane at an approximate right angle. This lot configuration greatly reduces the visibility of the existing dwelling from Bridle Lane and will also reduce, if not eliminate, the visibility of the proposed accessory garage from Bridle Lane. FINDINGS OF FACT/REASONS FOR BOARD ACTION: • Page-2 of 3 August 20,2015 ZBA#6873—Harris SCTM#1000-102-4-5.5 The Zoning Board of Appeals held a public hearing on this application on August 6, 2015, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. An accessory garage is a common structure in residential neighborhoods and because of the configuration of this flag-lot the proposed accessory garage will not be easily visible from the nearest public road(Bridle Lane). 2. Town Law.4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could feasibly locate the proposed accessory garage in a rear yard location. However, the proposed front yard location can take advantage of the existing driveway and the proposed location is best suited for entering the front of the existing home. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the proposed front yard location is approximately 350 feet from the public road, Bridle Lane. 4. Town Law.§267-b(3)(b)(4) 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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law.§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of locating an accessory garage in a Front Yard, 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 Dantes, seconded by Member Horning, and duly carried,to GRANT, the variance as applied for, and shown on the Site Plan drawing A-001 and architectural drawings A-002 thru A-005 inclusive, all dated 5/8/2014, last revised 3/9/15 and prepared by Rudolph S. Shatarah,P.E. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written Page 3 of 3 August 20,2015 ZBA#6873—Harris SCTM#1000-102-4-5.5 request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman (Chairperson), Schneider) This Resolution was duly adopted(3-0). G - �r:P. Goehringer,Acting Chairperson • p' proved for filing 8 /i /2015 • '`,s,,,,,,,,,,,,,•. FF CZ Scott A. Russell ,•••' �° � ST0O0RM[WA\T]ER SUPERVISOR 0 NI[A. A. Gl]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 •� 53095 Main Road-SOUTHOLD,NEW YORK 11971 .y�i d. Town of So u th o l d • CHAPTER 236 - STORMWAT-ER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[IA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑dB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ 1D. Site preparation within 100 fegt of wetlands, beach, bluff or coastal erosion hazard area. ❑ErE. Site preparation within the one-hundred-year floodplain as depicted on FI-RM Map of any-watercourse. El[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a.Stormwater Management Control Plan and a completed Check List Form to the Building Department with,your Building'Permit Application. ' APPLICANT. (Property Owner,Design Professional,Agent,Contractor,tOther) S.C.T.M. 1000 Date T\l�C District NAME. Vf\ ((. S Io1 , 14 S.5 31/01-5— Section !6 Jl.SSection Block Lot 61sn'i :,<:t' FOR BUILDING DEPARTMENT USE ONLY ''543 Contact Information S ( / y V ` t�W ragNuwnb.7ie Nl Reviewed By- Date: 3-le -15 Property Address / Location of Construction Work. tr 1�`Q �4Y1,Q Approved for processing Building Permit. Stormwater Management Control Plan Not Required. CL.A-c_'r.00luC' w I v v✓ ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 ��,�%��OF sou,- , Town Hall Annex Q ..• • `• Te�: -201)765-1= 54375 Maui Road N • _ t.,^ 1/ I� roe ert i); {" Fo5- 2] P,--- m,/ P.O. Box 1179 % G • Q 1� er-rich c ��•�.��:.. . _ s `// li in Southold, NY 11971-0959 Z �O 1) � 1 ,111-4 courm,� L NOV 520;31j. BUILDING DEPARTMENT ----� TOWN OF SOUTIOLI3 --.�� T011rlt'j�lG�nETHOIf, !. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: s r I 'Company Name: .. . L,�- (Q ��L I -Name: 61 ) A..- .Q7 - ; i License No.: fL1 () Address: J '+- --Q • _ • Phone.No.: JOBSITE INFORMATION: ( Indicates required information) *Name: � (( . *Address: t-`^4 . I"��c/✓l S � � . . . . . � - � 3r, -e- C o v,--* - (� ? (,.Q *Cross Street: - *Phone No.: -6V _ 11'2/5 ) .2 SO • _ - Permit No.: 4'004(P - Tax-Map District: 1000 Section: ( 7 Block: Lf Lot: s&c - *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - f--g� ws� �� e 5 c c� fc,s.k . • - - • (Please Circle All That Apply) _ - *Is job ready for inspection: . YES O. Rough In Final • *Do-you need a Temp Certificate: YES i > ,. Temp Information.(If needed) - • • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION -- 44C--- .82=Request for Inspection FormW25-15°----- ' ( 0OF014,,,,--, .1'4Y ... 1-.0 --, Town Hall Annext -7 . .- ... .\ Telephone(631-1802 54375 Main Road i — Fax(631)734-9502 P. 0. Box 1179 % v) •. • •:. . ; Southold, NY 11971-0959 : vlo ^ . • :. 47$ . ---,41-r--.....-•# ,_ .• ,.... . BUILDING DEPARTMENT NOTICE OF UTILIZATION.0E-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 31 I I, I I 5 . ..:. , . • , - Owner: 13{,(mn \--V. ,; . , .J. ,. :.- . . . .. Location of Property: ' g 5 li :13%r‘(i 1 4- L0./.1 A CR-VC kOT-Je P"-) -)Cii il. ",-.• Please take notice that the (check apPlicOble line): ... . . .•,-,,, ,,. .- New residential structure / Addition to existing residential structure ._„ Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): :-.. • . Truss type construction (TT) • - , • __, / Pre-engineered wood constriction (PW) . --•;: . Timber construction (TC) in the following location(s) (check applicable line): '1 / Floor framing, including girders and ladamS (F) . i . . . ..• Roof framing (R)' . , • . .. • . - • , . „ . Floor and roof framing (FR) _ .. . . • ' - - . , . . Signature: . , . . , . . _ Name (person submitting this form): r,, •- , .. - $ Capacity (check,applicable line): _ , - - Owner .. . . . . Owner representative - TrussResReq15.docx Effective 1/1/2015 .....•••,:l•••.''..,.;:.•:•;t:i"-":,-.:5*-1.:':.::1:',.:•••:.-.--:::::':•:•: -.4-".77.1?:`:-.;"-.:.":::::•-r.:;:7.-zzve:7:•:-•-:!•-;,.*.r.r.-:::,7:"-.1.-7.:":"•:":?7•*.71.•.:1-tzi'-n`:_ts.:.tr”:r.:!..r.1:::...:,.:.::ter••••.?:,.Ir:•.,:-:".‘-:.-.-:.--- 2-iiiT:.•.'. :.- ... - ,.... 6" 4 _ DIAMETER ..; . , ...; - ... •%. • ., ••-•:.,,.. ... - . ,... 4,.. ...: REFL - ECTIVE RED; -,7 -- ROMAN ALPHANUMERIC ••-• - ----,.., . _ ' -= pANTprit -- :.... :• • -"' -`', . . 1.., . ' • - •121EIGNATkoN.OECONFRUCTION ASE (PMS) #187 •. ' ' , II **:* ; ‘••• ' - ' -- , - TYPE BE46N SECTION 602 OF .. . - ,• . ....••• .. _ - : THE BUILDING CODE OF NEW YORK STATE ..* ... • : .. 2".MIN. ' -..i 7- ..:••• . : - REFLECTIVE - ..- WHITE . . . .. . . . . . . . _ .. . . ...• -- . . . • .. .. .• • .. . . . ,-; - - . . • -.. • I. •.• 4 .r.' ,,. . ... , • • 4 • • , . 1 . 1/2" STROKE -: ' . - ' ' . .. • . • : . . , ... . .. . ..... -.--- ------------- •-- -teittitAttot4- Oit-sTRijvrt.tWAt - ._ _ _ . --- - . .,:!.i.., ! '-c • . _..:.- m0....ONEVT:_s,TtIA.T AOE oF . -. . .r , - • ._, , . .. • TRUSS CONSTRUCTION , ._ _.. ,. ... • "F" FLOOR FRAMING, INCLUDING GIRDERS AND I3,EMS, T. . - • .• "R" ROOF FRAMING , . • . . "FR" FLOOR Al;16 ROOF FRAMING , - - • .• • • • . . :: ... • . ; . - I. "ils'a IDENTIFICATION]SIGN . : t. I • t' COIVRJANCE WIT1-1 19 NIYCRF PART.:1?6 ..., . - f• • ; , . NOTTO WALE, • -' 1`. . ' i . • •:. pgpEp Diyipipt4 • .• EXAIVRE TFRUSS IDENTIFICATION SIGN DA1E03/08/2005 .. --, . - - 44V11-7. ' NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT .. --. ..L..e.-d;,.--.- .7 • :. l:DEPARThiEtNIOEMATE ,. AND ADMINISTRATION :...............,,..:..„..„........,..,..„,.......„.„..„....„,........„...,,...„.„,.:.:....:,....,—,,,-.......,.:,....t..-.:0_,...,-..,........,,,,,,:::....,..,I•-•••10-.1.:i 't.:-..,. .-.4•C,:t i.,:7-"•':••.:•.=•Ple.,--r.;4:.:•:: :,.;cr•': -- 1/00% R SHATARAH A CONSULTING ENGINEERS, P.C. �/� 6500 Jericho Turnpike, Suite 1W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: RudolphArsce-pc.com December 9, 2015 Building Inspector Town of Southold 5309 Route 25 P.O. Box 1179 Southold,New York 11971 Re: 854 Bridle Lane, Cutchogue,New York Permit No.: R 40096 To Whom It May Concern: Pursuant to your request, I, Rudolph S. Shatarah, P.E. of R Shatarah Consulting Engineers, P.C., New York State License Number 069553 inspected the new construction for conformance with the drawings prepared by my office and for code compliance. The following items were inspected: 1. All hold-down anchors and ridge strapping are installed in accordance with the manufacturers' recommendations and my directions. 2. All strapping was installed in accordance with the manufacturers' recommendations and my directions. 3. All lumber is Doug-fir#2 or better with the exception was Micro Lams were called. The Micro Lams used were Trus joist LVL, Fb=2650, E= 1.9x10°6 4. The insulation was installed in accordance with the approved drawings and meets the minimum requirements of the New York State Energy Code. With this letter I certify that all construction is structurally sound and exceeds the requirements of the New York State Building Code and Town of Southold Codes. Thank you and please feel free to call me should you have any questions pertaining to this matter. Sincerely, Llp . Shatar .EjTJoLp \ , J 1 b;° i _ ,1 JA�I� - 8; 2016; o - .,)r n Q O ''� . .ate rLoc- u 1 C� 60 �. x TrOl',1 ni SO1 10,-,1 f, . F 6:5'3Q, ss/°NAL ENG'\\'' ,® DATE(MM/DDIYYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE 9/18/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. . IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Morstan General Agency, Inc CONTACT NAME: Lorraine Conigliaro 600 Community Drive PO Box 4500 (arcC.Ne.Ext);(516)488-4747 Ext:3346 (A/C,No): Manhasset, NY 11030-4500 E•MADDRESS: Icon'gliaroa.morstan.com INSURERS)AFFORDING COVERAGE NAIC SI INSURERA: Wesco Insurance Co INSURED Artisan Building&Renovations LLC INSURER B: 210 Ocean Avenue INSURERC: AMITYVILLE, NY 11701-3613 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 19893 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POUCY EFF POUCY EXP WM/ UMITS LTR INSD VD POUCY NUMBER (MDD/YYYY) (MM/DD/YYYY) A ✓ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ✓ OCCUR WPP121237300 01/23/2015 01/23/2016 DAMAGE REM SES(Ea EoNccurrencej $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ✓ POLICY 7E8, LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE UABIUTY COMBINED SINGLE LIMIT $ (Ea accident) _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ _ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS _ AUTOS (Per accident) UMBRELLA UAB _ OCCUR EACH OCCURRENCE _ $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATPER OTH- A AND EMPLOYERS'UABIUTYION 1/ STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED? N/A WWC3124207 01/23/2015 01/23/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLESACORD 101 Additional Remarks Schedule,maybe attached If more apace Is required) SUBJECT TO COMPANY TERMS CONDITIONS&EXCLUSIONS OF THE ACTUAL INSURANCE POLICY AT TIME OF ISSUANCE CERTIFICATE HOLDER CANCELLATION Artisan Building&Renovations LLC 201 Ocean Ave SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE AMITY HARBOR, NY 11701 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD _ - . ------- 4••••,,,, ., . I . , , //.4 R SHA . , -.reit: CONSVLT1NC . 311-0" - ' , --------------1. — -• -, , - ,-.' - . •„_:,, . 1 ' • .- _ . • ii III 11.1.1111111 t,..s.--4 t•-•. 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FOUNDATION - TWO REQUIRED LICENSEDE NG PROFESSIONALMD NJ NY PA VA FOR POURED CONCRETE >,� / '412. ROUGH - FRAMING & PLUMBINGNATIONAL REGISTRATION #II 160 ' - 41, N � 3. INSULATION WWW.RSHATARAHENGINEERS.GOM ......56, /,, � �, 4. FINAL - CONSTRUCTION MUST 526°45'13"W •\ \ ~ �6>' �� , BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 20.13' �\ \ <o �, I�► REQUIREMENTS OF THE CODES OF NEW BLE FOR \\ \' � of T/q ,� DESIGN ORYORK ECONSTRUCT ON. NOT SIERRORS. *gb°g \.\\'�\pN�• 6S/p 24'-0" • �3� l 3/4"x14" ML / W \ \ 53� Mqp0 # 45(<3 ` \ F�q 6//6-...,./, �, COMPLY WITH ALL CODES OF • NEW YORK STATE & TOWN CODES g8q�, • • /� � • -a AS REQUIRED AND CONDITIONS OF LLI ```� \`•\• / ,Si..i s �, ° �� ,� ~!..�� SOUTHOLD TOWN ZEA X. 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SCALE: I/4" = I'-O" ELEC'1'R4CAL r - g:q N �, I INSi ECTION REQUIRD 1 / / 8' 0" I UJ I // / 8'-0i; i TRUSS PLACARD:NG RCOU: :D / - 03'-2" j RETAIN STQRM WAUFR RUNOFF l) 00 I / PURSUANT TO :;:-I,�f ER 236 1 r OF THE TOWN CODE. ti / 1O5'-2.'L__ ill • wi I io • -, rn m d I .6.2`-�1 w � 10- 73 73 I I -c I EXISTING 2 STORY 1 -n I DWELLING I tZ- I ` o - 1 r- - — I 12•.1' I I = Nom= mt;- 1 aim,minim � -- m'i'n 51.1Woo= fitam /// - - - 1414 EXISTINt _ POOL I 21'-9" z • 5 .3' 1 o 4q° LL v�or�33/,W 1 l l t I I l l l 1 1 1 I 1 o PPi - H ,n QoR� \ ` moR F I 8' 5�M LOGAT Off1___/1\\. 2'3' "ti4X X X X tlir : 40 20 O eo 160 f „, . , ...„...„, , , , ,,. . ,.. . _ .. .,„„,,, ___,,,„........ _. . ,.O1 A. • 30 10 40 120 m SCALE: I"=40' \ __ i' SURVEY PREPARED BY: MARTIN L. HAND '�9 HANDS ON SURVEYING _ \ 4 1 �� � DATE OF SURVEY: SEPTEMBER 8,2001 46 NORTH ROAD I1� 'I''; HAMPTON BAYS,NEW YORK 11146 r �; 4/7/ rr TOTAL LOT AREA: 83,831 50. FT. = 1.924 ACRES FRONT ELEVATION\ / -7- SURVEY OF LOT 3J__ V I I ON ;J': ` MAP OF RICHARD REINHARDT SCALE: I/4" = I'-O" STATUE AT GUTCHOGUE, TORN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK S.G.T.M. DIST. 1000,SECTION 102, BLOCK 04, LOT 5.5 SEAL tt SIGNATURE ORIGINAL DATE: 5/8/2014 PROJECT #: DRAWN BY: 5.5. CHECKED BY: R.5. DRAWING TITLE: 51TE PLAN, DRAWING # A-00` DCO GAD FILE NAME: R:\RESIDENTAIL PROJECTS\13.54 BRIDLE LANE. CUTCHOGUE, NEW YORK\BRIDLE LANE(2).DWG • SECTION R310 EMERGENCY ESGAPE AND RESGUE OPENINGS 83115.82 BULKHEAD ENGLOSURE STAIRWAYS. STAIRWAYS SERVING BULKHEAD ENCLOSURES, NOT PART OF THE REQUIRED BUILDING EGRESS,PROVIDING ACCESS FROM THE OUTSIDE GRADE LEVEL TO THE CONSTRUCTION NOTES: SECTION R303 LIGHTC VENTILATION AND HEATING R3I0.I EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY . BASEMENT SHALL BE EXEMPT FROM THE REQUIREMENTS OF SECTIONS R3I1.43 AND R3115 WHERE THE R SHATARAH SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. SUCH OPENING MAXIMUM HEIGHT FROM THE BASEMENT FINISHED FLOOR LEVEL TO GRADE ADJACENT TO THE STAIRWAY �il 8303.1 HABITABLE ROOMS. ALL HABITABLE ROOM�a SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY,YARD OR COURT. WHERE BASEMENTS CONTAIN DOES NOT EXCEED 8 FEET(2438 MM), AND THE GRADE LEVEL OPENING TO THE STAIRWAY 15 COVERED I. ALL PERMITS AND REQUIRED APPROVALS SHALL BE SECURED BY CONTRACTOR PRIOR START ��� CONSULTING ENGINEERS,P.C. LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH BY A BULKHEAD ENCLOSURE WITH HINGED DOORS OR OTHER APPROVED MEANS. OF RELATED WORK. WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL SLEEPING ROOM,BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT. WHERE EMERGENCY 2. THE CONTRACTOR 15 TO COMPLY WITH ALL LOCAL ZONING,BUILDING CODE AND REGULATIONS. 6500 JERICHO TURNPIKE BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 SUITE IW OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA INCHES (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT R3I1.6 RAMPS. 3.ALL CONSTRUCTION,MATERIALS AND METHODS SHALL COMPLY TO STATE AND LOCAL BLDG. SYOSSET, NY 11111 BEING VENTILATED. GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND 15 PROVIDED WITH A R3IIb.1 MAXIMUM SLOPE. RAMPS SHALL HAVE A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN TWELVE UNITS G,ODES. TEL: (516) 131-4687 BULKHEAD ENCLOSURE,THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION 83103. THE NET CLEAR HORIZONTAL (83-PERCENT SLOPE). EXCEPTION: WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY FAX: (516) 716-2744 EXCEPTIONS: OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE BECAUSE OF SITE CONSTRAINTS, RAMPS MAY HAVE A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN EIGHT 4. DO NOT SCAN= DRAWINGS. USE INDICATED DIMENSION. I. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING 15 NOT REQUIRED BY SECTION R3I0 EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS HORIZONTAL (125-PERCENT SLOPE). AND AN APPROVED MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 0.35 AIR CHANGE PER WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A 5. CONTRACTOR TO PROVIDE DETAILED SPECIFICATIONS FOR ALL INTERIOR FINISH MATERIALS RUDOLPH®RSGE-PG.GOM HOUR IN THE ROOM 15 INSTALLED OR A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM 15 INSTALLED WINDOW WELL IN ACCORDANCE WITH SECTION R3IO2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL R3II.6.2 LANDINGS REQUIRED. A MINIMUM 3-FOOT-BY-3-FOOT(114 MM BY 114 MM) LANDING SHALL BE FOR OWNER AND ARCHITECT APPROVAL PRIOR TO CONSTRUCTION. RUDOLPH 5. SHATARAH, P.E. CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 CUBIC FEET PER MINUTE (CFM) (18 U5) PER OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. PROVIDED: OCCUPANT COMPUTED ON THE BASIS OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT I. AT THE TOP AND BOTTOM OF RAMPS. LICENSEDNGMDNJ PROFESSIONAL ENGINEER VA 6.CONSTRUCTION WORK WILL BE CONFINED A5 INDICATED ON PLANS AND WILL NOT CREATE DUST, GT DE NG MD NJ NY PA VA FOR EACH ADDITIONAL BEDROOM. THIS EXCEPTION SHALL NOT BE ALLOWED IN OWNER-OCCUPIED, R3I0.2 WINDOW WELLS. THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 1 SQUARE FEET(0.1 2. WHERE DOORS OPEN ONTO RAMPS. DIRT OR OTHER INCONVENIENCES TO OTHER AREAS. NATIONAL REGISTRATION #11160 ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION M2), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (114 MM). THE AREA OF THE WINDOW 3. WHERE RAMPS CHANGE DIRECTION. WWW.RSHATARAHENGINEERS.COM 7. CONSTRUCTION OPERATIONS WILL INVOLVE MINIMUM INTERRUPTION OF HEATING,WATER,AND E33012.2. WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. EXCEPTION: THE 8311.6.3 HANDRAILS REQUIRED. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF ALL RAMPS FI FGTRIGAL SERVICES TO PREMISES. 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION I ABOVE 15 SATISFIED LADDER OR STEPS REQUIRED BY SECTION 83102.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 AND ARTIFICIAL LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 INCHES (152 MM) INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. EXCEEDING A SLOPE OF ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (833-PERCENT SLOPE). 8. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS,A5 GOVERNED BY FOOTCANDLES (65 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (162 MM) ABOVE LOCAL LAW. THE FLOOR LEVEL. THIS EXCEPTION SHALL NOT BE ALLOWED IN OWNER-OCCUPIED, ONE-FAMILY 8310.3 BULKHEAD ENCLOSURES. BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT AGGESS TO THE BASEMENT. 8311.6.3.1 HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE THE FINISHED SURFACE OF THE RAMP SLOPE,SHALL DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION E3301.2.2. THE BULKHEAD ENCLOSURE WITH THE DOOR PANELS IN THE FULLY OPEN POSITION SHALL PROVIDE THE BE NOT LESS THAN 34 INGI1EC (864 MM) AND NOT MORE THAN 38 INCHES (165 MM). 1.ALL ROUGH OPENINGS FOR WINDOWS SHALL BE VERIFIED IN FIELD PRIOR TO WINDOW 3. USE OF SUNROOM ADDITIONS AND PATIO COVERS, AS DEFINED IN SECTION 8202, SHALL BE MINIMUM NET CLEAR OPENING REQUIRED BY SECTION R310.I.I. BULKHEAD ENCLOSURES SHALL ALSO COMPLY R3I1.6.32 HANDRAIL GRIP SIZE. HANDRAILS ON RAMPS SHALL COMPLY WITH SECTION R3115.6.3. PRODUCTION. i PERMITTED FOR NATURAL VENTILATION IF IN XCE55 OF 40 PERCENT OF THE EXTERIOR SUNROOM WITH SECTION 83115.82. 8311.6.3.3 CONTINUITY. HANDRAILS WHERE REQUIRED ON RAMPS SHALL BE CONTINUOUS FOR THE FULL LENGTH ' WALLS ARE OPEN,OR ARE ENCLOSED ONLY }3Y INSECT SCREENING. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED APP OVALS,PERMITS,CERTIFICATE OF R3I0.4 BARS,GRILLES,COVERS AND SCREENS. BARS,GRILLES, COVERS,SCREENS OR SIMILAR DEVICES ARE OF THE RAMP. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY OCCUPANCY, INSPECTION APPROVALS,ETC. IN CONNECTION WITH WORK FROM AGENCIES HAVING R3032 ADJOINING ROOMS. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR TERMINALS. HANDRAILS ADJACENT TOA WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES (38 MM) JURISDICTION. ROOM SHALL BE CONSIDERED A5 A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE WINDOW WELLS THAT SERVE SUCH OPENINGS,PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES BETWEEN THE WALL AND THE HANDRAILS. AREA OF THE COMMON WALL 15 OPEN AND UNOB51fRUGTED AND PROVIDES AN OPENING OF NOT LESS THAN WITH SECTIONS 8310.1.1 TO 8310.1.3, AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE II. PROVIDE GYPSUM BOARD ON ALL INTERIOR FINISHES(UNLESS INDICATED OTHERWISE). TAPE ILI ONE-TENTH OF THE FLOOR AREA OF THE IN I EKIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET (23 M2). INSIDE WITHOUT THE USE OF A KEY, TOOL,SPECIAL KNOWLEDGE OR FORGE GREATER THAN THAT WHICH 15 SECTION IR312 GUARDS AND SPACKLE,LEVEL-4 FIN. I GOAT PRIMER AND 2 COATS FINAL PAINT FIN AS SELECTED BY (r� REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. OWNER (BENJAMIN MOORE) V EXCEPTION: OPENINGS REQUIRED FOR LIGHT AND/OR VENTILATION SHALL BE PERMITTED TO OPEN INTO A R3I2.I GUARDS. PORCHES,BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES THERMALLY ISOLATED SUNROOM ADDITION OR PATIO DOVER, PROVIDED THAT THERE IS AN OPENABLE AREA R3I05 EMERGENCY ESCAPE WINDOWS UNDER DECKS AND PORCHES. EMERGENCY ESCAPE WINDOWS ARE (162 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCI IES (114 MM) IN 12. PROVIDE 10 OZ. COPPER FLASHING WHERE REQUIRED. (Z BETWEEN THE ADJOINING ROOM AND THE SUNROOM ADDITION OR PATIO COVER OF NOT LESS THAN ALLOWED TO BE INSTALLED UNDER DECKS AND PORCHES PROVIDED THE LOCATION OF THE DECK ALLOWS HEIGHT. OPEN 5IDE5 OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 20 SQUARE FEET(2 M2). THE THE EMERGENCY ESCAPE WINDOW TO BE FULLY OPENED AND PROVIDES A PATH NOT LESS THAN 36 INCHES OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED 13. THE CONTRACTOR SHALL GUARANItE ALL MATERIALS AND WORKMANSHIP ON THE JOB FORA � MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE BASED UPON THE TOTAL FLOOR AREA BEING (114 MM) IN HEIGHT TO A YARD OR COURT. VERTICALLY FROM THE NOSING OF THE TREADS. PERIOD OF ONE YEAR FROM DATE OF COMPLETION. rV 111 VENTILATED. XL SECTION 8311 MEANS OF EGRESS PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE EQUIPPED WITH GUARDS 14. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON 11 IESE PLANS WITH T}{O AT THE SITE. ANY DISCREPANGES MUST$E BROUGHT TO THE ATTENTION OF THE ARCHITECT 4 cz O 8303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL I3E WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30 INCHES 062 MM) ABOVE THE FLOOR OR GRADE U� PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE MET (03 M2), 8311.1 GENERAL. STAIRWAYS, RAMPS, EXTERIOR EGRESS BALCONIES, HALLWAYS AND DOORS SHALL COMPLY BELOW PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR T Z ONE-HALF OF WHICH MUST BE OPENABLE. WITH THIS SECTION. CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK,EXCEPT FOR HIDDEN CONDITIONS W 8312.2 GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOOR WHERE APPLICABLE. JZ EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL R3I12 CONSTRUCTION. AREAS,BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO W VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 GUBIG FEET PER 83112.1 ATTACHMENT. REQUIRED EXTERIOR EGRESS BALCONIES,EXTERIOR EXIT STAIRWAYS AND SIMILAR NOT ALLOW PASSAGE OFA SPHERE 4 INCHES (102MM) OR MORE IN DIAMETER. 15. SITE PLAN DATA IS AS INDICATED ON SURVEY PROVIDED BY OWNER AND SHALL PREVAIL. 1--- J MINUTE (24 US) FOR INTERMITTENT VENTILATION OR 20 GUBIG FEET PER MINUTE (10 US) FOR CONTINUOUS MEANS OF EGRESS COMPONENTS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST SITEPLAN BY ARCHITECT 15 MERELY SCHEMATIC. LLI Q Iv VENTILATION. VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. THIS BOTH VERTICAL AND LATERAL FORCES. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF EXCEPTIONS: Ix O EXCEPTION SHALL NOT BE ALLOWED IN OWNER-OCCUPIED,ONE-FAMILY DWELLINGS NOT SUPPLIED WITH TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. I. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE 16. NEW GONSTRUGTION SHALL COMPLY WITH NYS ENERGY CONSERVATION. (n ELECTRICAL POWER IN ACCORDANCE WITH SECTION E3301.22. OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 MM) Q R3I1.3 HALLWAYS. THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEtl (114 MM). Li--iCANNOT PASS THROUGH. i'll'il 0 8303.4 OPENING LOCATION. OUTDOOR INTAKE ANC) EXHAUST OPENINGS SHALL BE LOCATED IN ACCORDANCE2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERELn WITH SECTIONS R303.4.1 AND 8303.4.2. R3I1.4 DOORS. 43/8 INCHES (101 MM) TO PASS THROUGH. 3.ALL CONCRETE TO BE 1:2:4 MIX,3,500 P51,UNLESS OTHERWISE NOTED.FOUNDATION WALL SHALL 8311.4.1 EXIT DOOR REQUIRED. NOT LESS THAN ONE EXIT DOOR CONFORMING TO THIS SECTION SHALL BE EXTEND MINIMUM OF b" ABOVE FINISH GRADE.ALL WORK TO BE IN ACCORDANCE WITH A.G.I. O all) R3035 OUTSIDE OPENING PROTECTION. AIR EXHAUST AND INTAKE OPENINGS THAT TERMINATE OUTDOORS PROVIDED FOR EACH DWELLING UNIT. THE REQUIRED EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS SECTION 8313 SMOKE ALARMS, CARBON MONOXIDE ALARMS AND AUTOMATIC SPRINKLER SYSTEMS STANDARDS. O '11"'"Ii SHALL BE PROTECTED WITH CORROSION-RESISTANT SCREENS,LOUVERS OR GRILLES HAVING A MINIMUM FROM THE HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR WITHOUT REQUIRING TRAVEL OPENING SIZE OF Y4 InGH (6 MM) ANDA MAXIMUM OPENING SIZE OF 1/2 INCH(13 MM), IN ANY DIMENSION. THROUGH A GARAGE. ACCESS TO HABITABLE LEVELS NOT HAVING AN EXIT IN ACCORDANCE WITH THIS 8313.1 SMOKE DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 4CONCRETE WORK SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED OPENINGS SHALL BE PROTECTED AGAINST LOCAL WEATHER CONDITIONS. OUTDOOR AIR EXHAUST AND INTAKE SECTION SHALL BE BY A RAMP IN ACCORDANCE WITH SECTION 8311.6 OR A STAIRWAY IN ACCORDANCE . (Y P4 211 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE OPENINGS SHALL MEET THE PROVISIONS FOR EXTERIOR WALL OPENING PROTECTIVES IN ACCORDANCE WITH WITH SECTION 83115. WARNING EQUIPMENT PROVISIONS OF NEPA 72. CONCRETE OF THE A.G.I. (ACE 318-05) D__ PC) THIS CODE. 8311.5 STAIRWAYS, R303.6 STAIRWAY ILLUMINATION. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A 83115.1 WIDTH. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES (1LL 14 MM) IN CLEAR WIDTH AT ALL POINTS HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NEPA 72 THAT INCLUDE SMOKE ALARMS, 5. ALL REINFORCING BARS SHABE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO J LJ MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE INSTALLED AS REQUIRED BY ASTM A616 GRADE 60 0_ 71- BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH SHALL NOT PROJECT MORE THAN 45 INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY AND THE THIS SECTION FOR SMOKE ALARMS,SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM SYSTEM SHALL LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND PROVIDE THE SAME LEVEL OF SMOKE DETECTION AND ALARM A5 REQUIRED BY THIS SECTION FOR SMOKE 6. ALL BARS MARKED CONTINUOUS SHALL BE LAPPED 40 DIAMETERS AT NON-CONTINUOUS ENDS 0 L� OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE (II LUX) MEASURED LANDINGS, SHALL NOT BE LESS THAN 315 INCHES (787 MM) WHERE A HANDRAIL 15 INSTALLED ON ONE CENTRALS IN THE EVENT THE FIRE ALARM PANEL 15 REMOVED OR THE SYSTEM IS NOT CONNECTED TO A AND CORNERS. 00 AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR STAIRWAYS SHALL BE PROVIDED WI TH AN SIDE AND 21 INCHES (618 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. EXCEPTION: THE STATION. ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION 83115.8. 8313.2 SMOKE ALARMS AND CARBON MONOXIDE ALARMS IN EXISTING DWELLINGS. EXISTING DWELLINGS 7. ANCHOR BOLTS TO BE 5/8" DIAMETER X 15" LONG, WITH HOOKED ENDS,WITH MAX. SPACING AT , STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE 31" O.G. FOR LEVELING PURPOSES. LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF 8311.52 HEADROOM. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN UNDERGOING REPAIR, ALTERATION, CHANGE OF LARMSNCY, ADDITION OR RELOCATION SHALL BE PROVIDED THE BOTTOM LANDING OF THE STAIRWAY. 6 FEET 8 INCHES (2036 MM) MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD WITH SMOKE ALARMS AND CARBON MONOXIDE ALARMS AS REQUIRED BY APPENDIX J. NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. R3133 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS. COMBINATION SMOKE AND CARBON 8. WIRE MESH TO BE ELECTRICALLY WELDED AND SHALL ULTIMATE TENSILE STRENGTH OF 70p00 1m d EXCEPTIONS: MONOXIDE ALARMS ARE PERMITTED, PROVIDED THE ALARM IS LISTED FOR SUCH USE. COMBINATION SMOKE P5I � I. AN ARTIFICIAL LIGHT SOURCE 15 NOT REQUIRED AT THE TOP AND BOTTOM LANDING,PROVIDED AN 83115.3 STAIR TREADS AND RISERS. AND CARBON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM SIGNALS FOR SMOKE OR ARTIFICIAL LIGHT SOURCE IS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. CARBON MONOXIDE ALARM ACTIVATION. 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH 83115.3.1 RISER HEIGHT. THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES(201 MM). THE RISER SHALL 1. NO ALUMINUM SHALL BE IMF3EDDED IN ANY CONCRETE SECTION E330122. BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER 8313.4 CARBON MONOXIDE ALARMS. THIS SECTION COVERS THE APPLICATION, INSTALLATION AND 10. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF OPENINGS, PIPE SLEEVES, HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (15 PERFORMANCE OF CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DE I LGTORS, AND THEIR ANCHOR BOLTS,ETC. AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS POURED. 8303.1 REQUIRED GLAZED OPENINGS. REQUIRED &LAZED OPENINGS SHALL OPEN DIRECTLY ONTO A STREET MM). COMPONENTS, IN ONE- AND TWO-FAMILY DWELLINGS AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES). OR PUBLIC ALLEY, OR A YARD OR COURT LOCATED ON THE SAME LOT AS THE BUILDING. 8311.5.32 TREAD DEPTH. THE MINIMUM TREAD DEPTH SHALL BE 1 INCHES (221 MM). THE TREAD DEPTH 83135 AUTOMATIC SPRINKLER SYSTEMS. BUILDINGS HAVING A HEIGHT OF THREE STORIES ABOVE GRADE II. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREENS AND FORMS. 8303.8 REQUIRED HEATING. EVERY DWELLING UNIT INTENDED TO BE OCCUPIED 13ETWEEN SEPTEMBER IS AND SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH RE BAR SHALL 3E SECURELY TIED IN ITS PROPER PLAGE BEFORE AND DURING CASTING MAY 15 SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD NEPA I3D. OPERATIONS,USING APPROVED CHAIRS AND SPACERS A5 REQUIRED. TEMPERATURE OF 68°F (20°C) AT A POINT 3 FEET(114 MM) ABOVE THE FLOOR AND 2 I-t±T (610 MM) FROM DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMAI I FST BY MORE THAN 3/8 INCH (1.5 EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. THE INSTALLATION OF ONE OR MM). WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MEASURED AS 83135.1 EXISTING DWELLINGS. ALTERATIONS TO AN EXISTING ATTIC WHICH CREATE A BUILDING HEIGHT OF 12. PROVIDE CLEARANCE FROM FACE OF CONCRETE AS FOLLOWS: MORE PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS SECTION. ABOVE AT A POINT 12 INCHES (305 MM) FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER THREE STORIES ABOVE GRADE SHALL BE PERMITTED IN CONFORMANCE WITH SECTION AJ604.3 OF APPENDIX TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES (152 MM) AT ANY POINT. WITHIN ANY FLIGHT J. SLAB I" EXCEPTION: OWNER-OCCUPIED ONE-FAMILY DWELLINGS SUBJECT TO THE APF/KOVAL OF THE CODE „ ALL CONCRETE SURFACES OF STAIRS,THE LARGEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT GENERAL NOTES: BEAMS 1 1/2 ENFORCEMENT OFFICIAL. EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (15 MM). FOOTINGS 3" WHICH ARE EXPOSED TO WEATHER 2" I. CONTRACTOR SHALL INTERFACE WITH UTILITY COMPANIES INVOLVED FOR GAS, WA I tR,ELECTRIC ETC. SECTION 8304 MINIMUM ROOM AREAS 8311.53.3 PROFILE. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO REQUIRED TO SHUT DOWN OR DISCONNECT IN ASSOCIATION WITH SCHEDULED SITEWORK. 8304.1 MINIMUM AREA. EVERY DWELLING UNIT SHALL HAVE AT LEAST ONE HABITABLE ROOM THAT SHALL GREA I EK THAN 1/16 INCH (14 MM). A NOSING NOT LESS THAN 3/4 INCH (I1 MM) BUT NOT MORE THAN 11/4 z HAVE NOT LESS THAN 120 SQUARE FttI (II M2) OF GROSS FLOOR AREA. INCH (32 MM) SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING 2. CONDUCT SITEWORK OPERATIONS AND DEBRIS REMOVALS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, ELECTRICAL NOTES: PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (15 MM) STREETS,WALKS AND OTHER ADJACENT USED OR OCCUPIED FACILITIES. :_-_i R3042 OTHER ROOMS. OTHER HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT LESS THAN 70 BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND LANDINGS. BEVELING OF I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE G E NK CLOSE, OR OTHERWISE OBSTRUCT STREETS,WALKS AND OTHER ADJACENT FACILITIES N.E.C.DO NOT BLOC u' SQUARE Fttl (65 M2). EXCEPTION: KITCHENS. NOSING SHALL NOT EXCEED 1/2 INCH (12.7 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE 3. E- O UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION. u- 2. ELECTRICAL SHALL BE DULY LICENSED, AND SECURE ALL PERMITS WITH STATE AND LOCAL MUNICIPALITIES C 8304.3 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL NOT BE LESS THAN 1 FEET (2134 MM) IN ANY (051 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED,PROVIDED THAT THE OPENING BETWEEN TO PERFORM AND COMPLETE WORK HORIZONTAL DIMENSION. EXCEPTION: KITCHENS. TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER(102 MM) SPHERE. 4. PRIOR TO ANY SITEWORK,CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS WITH LOCAL MUNICIPALITIES AND AUTHORITIES HAVING JURISDICTION FOR CLEARING,GRADING AND ELATED SITEWORK. 3. ALL ELECTRICAL DEVICES AND FIXTURES AS SELECTED BY OWNER v N EXGt1'I IONS: R304.4 HEIGHT EFFECT ON ROOM AREA. PORTIONS OFA ROOM WITH A SLOPING CEILING MEASURING LESS I. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF II INCHES (271 MM). 5. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS,COMPLY WITH THAN 5 FEET (1524 MM) OR A FURRED CEILING MEASURING LESS THAN 1 FEET(2134 MM) FROM THE FINISI IED 2. THE OPENING BETWEEN ADJACENT TREADS 15 NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 APPLICABLE REGULATIONS, LAWS AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION PLUMBING NOTES: Lin FLOOR TO THE FINISHED CEILING SHALL NOT BE CONSIDERED A5 CONTRIBUTING TO THE MINIMUM REQUIRED INCHES (762 MM) OR LESS. AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. p m HABITABLE AREA FOR THAT ROOM. I. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH NY5 PLUMBING CODE AND 83115.4 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM LOCAL MUNICIPAL GODES. SECTION 8305 CEILING HEIGHT OF EACH STAIRWAY. 2. PLUMBER SHALL BE DULY LICENSED, AND SECURE ALL PERMITS WITH STATE AND LOCAL MUNICIPALITIES AS 8305.1 MINIMUM HEIGHT. HABITABLE ROOMS, HALLWAYS,CORRIDORS,BATHROOMS, TOILET ROOMS, EXCI_N I ION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, REQUIRED TO PERFORM AND COMPLETE WORK LAUNDRY ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 1 FEET (2134 MM). INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. THE REQUIRED HEIGHT SHALL BE MEASURED IrROM THE FINISH FLOOR TO THE LOWEST PROJECTION FROM - A FLIGHT OF STAIRS SHALL_ NOT HAVE A VERTICAL RISE LARGER THAN 12 FEET (3658 MM) BETWEEN 3. ALL PLUMBING FIXTURES AND TRIM A5 SELECTED BY OWNER. LOCATIONS AND QUANTITIES AS INDICATED THE CEILING. FLOOR LEVELS OR LANDINGS. ON PLANS. - THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. EVERY I EXCEPTIONS: LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (114 MM) MEASURED IN THE DIRECTION OF 4. PROVIDE 1/2" CH AND HW SUPPLIES AND RELATED VALVES AND DISCONNECTS AS REQUIRED AT NEW I. BEAMS AND GIRDERS SPACED NOT LESS THAN 4 FEET(1211 MM) ON CENTER MAY PROJECT NOT MORE TRAVEL. PLUMBING FIXTURES. THAN 6 INCHES (152 MM) BELOW THE REQUIREI2 CEILING HEIGHT. 2. CEILINGS IN BASEMENTS WITHOUT HABITABLE SPACES MAY PROJECT TO WITHIN 6 FEET,8 INC IES 8311.55 STAIRWAY WALKING SURFACE. THE WALKING SURFACE OF TREADS AND LANDINGS OF y,y (2032 MM) OF THE FINISHED FLOOR;AND BEAMS,GIRDERS, DUCTS OR OTHER OBSTRUCTIONS MAY STAIRWAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL APPLYING GHAYItB 6, OF THE NYS ENERGY CONSERVATION CODE SIMPLIFIED PRESCRIPTIVE REQUIREMENTS {,,7, i ' • PROJECT TO WITHIN 6 FEET 4 INCHES (1131 MM) OF THE FINICI ILD FLOOR. (2-PERCENT SLOPE). ,-: ` 4, 3. FOR ROOMS WITH SLOPED CEILINGS,AT LEAST 50 PERCENT OF THE REQUIRED FLOOR AREA OF THE FOR DETACHED ONE AND TWO FAMILY DWELLINGS `.,si,5 ' , 1 ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 1 FEET(2134 MM) AND NO PORTION OF THE REQUIRED R3115b HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN , y f 7 r, FLOOR AREA MAY HAVE A CEILING HEIGHT OF LESS THAN 5 FEET(1524 MM). OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. I. GL 1, RESIDENTIAL BLDCA ONE AND 2 FAMILY DWELLINGS. ,„/// I. GLAZING AREA AS INDICATED ON ATTACHED REPORT `'% --`�~` `' 4. BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES (2036 MM) OVER THE ' ..�� "�- ` 83115.7 ILLUMINATION. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH S/, `'�`\ c,`= FIXTURE AND AT THE FRONT CLEARANCE AREA FOR FIXTURES A5 SHOWN IN FIGURE 8307.1. A SHOWER OR TABLE 602.1(1) = :--- TUB �TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES (2036 SECTION 8303.6. MM) ABOVE A MINIMUM AREA 30 INCHES (162 MM) BY 30 INCHES (762 MM) AT THE SHOWERHEAD.. MIN. REQUIRED THERMAL PERFORMANCE 83115.8 SPECIAL STAIRWAYS. SPIRAL STAIRWAYS AND BULKHEAD ENCLOSURE STAIRWAYS SHALL CONFORMANCE: (SEE ATTACHED WORKSHEET) COMPLY WITH ALL REQUIREMENTS OF SECTION R3I15 EXCEPT AS SPECIFIED BELOW. SEAL $ SIGNATURE NOTE. I. GLAZING IN WINDOWS AND SLIDING DOOR TO BE INSULATED GLASS,AS INDICATE V ORIGINAL DATE: 83115.8.1 SPIRAL STAIRWAYS. SPIRAL STAIRWAYS ARE PERMITTED FOR INTERIOR USE AS A COMPONENT THIS PROJECT MUST COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,THE 2010 ON SCHEDULE,MAXIMUM INCLUDING FRAMES. 5/8/2014 OF THE MEANS OF EGRESS FROM A HABITABLE ROOM, A BASEMENT OR AN ATTIC, PROVIDED THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE,THE 2001 WOOD FRAME MINIMUM WIDTH SHALL BE 26 INCHES (660 MM) WITH EACH TREAD HAVING A 11/2-INCHES (110 MM) 2. EXTERIOR DOORS TO BE URETHANE GORE OR WOOD WITH STORM DOOR,U=.40 PROJECT #: MINIMUM TREAD DEPTH AT 12 INGI ES FROM THE NARROWER EDGE. ALL TREADS SHALL BE IDENTICAL, THE ZO UGTIION MANUAL, W.F.G.M. 2001,N.F.PA.70 STANDARD "THE NATIONAL ELEGTRIGAL GORE" AND MAXIMUM, INCLUDING FRAMES. AND THE RISE SHALL BE NO MORE THAN 11/2 INCHES (241 MM). A MINIMUM HEADROOM OF 6 FEET 6 THE ZONING CODE OF THE TOWN OF SOUTHOLD,NEW YORK INCHES (1182 MM) SHALL BE PROVIDED. A SPIRAL STAIR IS NOT PERMITTED TO BE THE ONLY MEANS OF 3. WINDOWS AND DOOR MANUFAGTURER'S TO PROVIDE CERTIFICATE OF DRAWN BY: EGRESS FROM A STORY OF A BUILDING. COMPLIANCE (INCLUDING INFILTRATION) WITH N.Y.S.E.G. 5.5. • 4. INSULATION TO BE PROTECTED BY VAPOR BARRIER WHERE CAPABLE OF CHECKED BY: ABSORBING MOISTURE,AND TO BE CONTINUOUS AT PLATE LINES,SILL LINES R.S. AND CORNERS' DRAWING TITLE: 5. THERMOSTAT TO OPERATE IN REQUIRED RANGES A5 PER CODE. GENERAL NOTES 6. HVAC EQUIPMENT MINIMUM PERFORMANCE REQUIREMENTS A5 PER CODE. 7. DESIGN OF MECHANICAL,PLUMBING AND ELECTRICAL SYSTEMS(BY OTHERS) TO MEET ALL N.Y.S.E.G.REQUIREMENTS. ALL EXPOSED PIPING AND DUCT WORK DRAWING # TO BE INSULATED A5 PER CODE. A=002.00 8. DESIGN CRITERIA 15 BASED UPON NON-ELECTRIC COMFORT HEATING AND CLIMATE CONDITIONS OF 5000-6000 DEGREE DAYS. CAD FILE NAME: R:\RESIDENTAIL PROJECTS\854 BRIDLE LANE, CUTCHOGUE, NEW L YORK\BRIDLE LANE(2).DWG �— 31'-O" 1 31'-0" C ,�. R SHATARAH 1 ' 0'_8,� ��� CONSULTING ENGINEERS,P.C. 6500 JERICHO TURNPIKE SUITE IW SYOSSET, NY I111I i LI TEL: (516) 731-4687 FAX: (516) 116-2144 RUDOLPH®RSGE-PG.GOM RUDOLPH 5. SHATARAH, P.E. 121_0 8._0.. LICENSED PROFESSIONAL ENGINEER GT DE NG MD NJ NY PA VA 34'-10" 1 NATIONAL REGISTRATION #11160 r-- 0 c WWW.RSHATARAHENGINEERS.GOM 24-O 24`-O" - 15'-I" o C 8' O" NI I1'-O•" n r ILI 12'-0" CZ ,1,4 Q 0 4 iletV�-1 �l I I, �l� ►I z [I- 1'-3" 1 2-TW2852l---�{ -O O 2 0 O 2 0 O 11'-6" I CI 11 6 Q -2O 111 m v FIRST FLOOR PLAN SECOND FLOOR PLAN Q In SCALE: I/4" = i'-O" SCALE: 1/4" = I'-O" LF v o Q 1'-0" 31'-O" Q . 1 , oFimiisi 1 P4 I PCCI- )r , p 7'-0" - c� 4x4 SOLID 11i ---- m ® I HOOD POST O \__ GUT-OUT FOR L---- 1'-0" (2) I "xl4" ML 0 tri/ l ) OC DOOR 2x6 @ 16' O.G. OPENING (2) I i"x14" ML 2'-0'x2'-0"xl'-O" WITH SOLID BRIDGING DEEP FOOTING AT 1/3 POINT _ 1'-O" I'-O (TYPICAL ALL HALLS) �-\` s J U L I._0.. )- d X0 X0 O `j 4"4) TANDARD I1-0" WIDE FOUNDATION 0 �O 0ZZ PIPE OLUMN i n } 6'-0" 24"-Q" � -i Z0 i_ _l x 24'-0" (TYPICAL ALL SIDES) • d Q 2x10 ® 16" O.G. ^ 6I-0" O z .5 0zx Ln 0 iR th-pt C-) • m m m f I'-O.. 6" WIDE FOUNDATION WALL _ Q 1 n 4"4) STANDARD (TYPICAL ALL SIDES) d- �t PIPE COLUMN 1'-O" GUT-OUT FOR GUT-OUT FOR GARAGE GARAGE OPENING OPENING z 01 _ (3) I i"xl I g" ML �il� (3) I i"xl I g" ML u�s11M (3.) I i"xI I g" ML , 0 L J 0 u9 N 4'-0" '-0"— 2'-0" '-O" 2'-O" '-O" '-O" 6x6 SOLID 6x6 SOLID -14k bxb SOLID bxb SOLID HOOD POST HOOD POST WOOD POST HOOD POST Hu In o • m 0 - FOUNDATION PLAN SECOND FLOOR FRAM I NS PLAN , SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" ; I. • 3 L ti SEAL it SIGNATURE ORIGINAL DATE: 5/8/2014 PROJECT #: DRAWN BY: 5.5. CHECKED BY: R.5. DRAWING TITLE: FLOOR AND FRAMING PLANS DRAWING # Q-BC3oCO GAD FILE NAME: R:\RESIDENTAIL PROJECTS\854 BRIDLE LANE. CUTCHOGUE, NEW L YORK\BRIDLE UNE(2).DWG ,A. R SHATARAH - .� CONSULTING ENGINEERS,P.C. • 6500 JERICHO TURNPIKE SUITE IW SYOSSET, NY 111611 TEL: (516) 131-4681 FAX: (516) 7616-2144 RUDOLPH®RSCS-PC.COM RUDOLPH 5. SHATARAH, P.E. - LICENSED PROFESSIONAL ENGINEER - GT DE NG MD NJ NY PA VA NATIONAL REGISTRATION #11160 - WWW.RSHATARAHENGINEERS.COM NNW}= MN=IIM __•. 1�1 -- --- � NMIiiii• NOMI I■, I -OHM Mme- _ I ---� , 21'-cf." 4 - ' 4" Ate. - _ 1 Ll _ C a/Ns Nmil I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,,,, L� .,,, KNEES 1 , W BRACES XX8'-5" 4 . O ILIi. Z W LLA -IZ XX f— J , /\ /\ ,: r-, BDI (Y O x • y< ,.:,1 "UOmmil 0 W 0 L-J L- C°11) J L-J O O P4 FRONT ELEVATION SIDE- ELEVATION SCALE: 1/4" = I'-O" PC) SCALE: 1/4" = I'-O" LLI O Le) 00 • m d -Emil _amu Nil Et= E.min • -I-. Elm N _Ali NI 21'-7' 21'-q" 0 z W. II o ° a • Mil H III m Ii,■ 1 _ / L____J . - .3 S_.R«(m� Cil' i ,, _ — :* P-t``o SIDE ELEVATION ELEVATION , 1 �''; SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-0" ,`,`�V SEAL 5 SIGNATURE ORIGINAL DATE: 5/8/2014 PROJECT #: DRAWN BY: 5.5. • CHECKED BY: R.5. DRAWING TITLE: • ELEVATIONS DRAWING # a-O04o00 GAD FILE NAME: R:\RESIDENTAIL PROJECTS\854 BRIDLE LANE. CUTCHOGUE. NEW L YORK\BRIDLE LANE(2).DWG RIDGE VENT 4 R SHATARAH �IA► CONSULTING ENGINEERS,P.C. RIDGE 6500 JERICHO TURNPIKE S SUITE IN SIMPSON C520 SYOSSET, NY Illgl SEE DETAIL I (3)1 3/4"x14" M.L. BOLTED AT Ib" STRAP TEL: (516) '731-4681 N' 1111 - Ire O.G. STAGGEREDLIGHT ROOF: HANGER RIDGE FAX: (516) 1a6-2144 30 YEARS ARCH. SHINGLES eL CONSULTWITHOWNER FORRUDOLPH@RSGE-PG.GOM STYLE AND COLOR - -- NAILING PER MFG. RUDOLPH 5. SHATARAH, P.E. 2 LAYERS OF 15# FELT ��`��.` LICENSED PROFESSIONAL ENGINEER 5/8" PLYWOOD SHEATHING i GT DE NG MD NJ NY PA VA I t , l l l Ian NATIONAL REGISTRATION #11160 RAFTER '� j'/�.,..,, WWW.RSHATARAHENGINEERS.GOM 2x10 @ Ib" O.G. (3) 2x10 R Al • . @ . • ��/ / i HEADER 5/8" PLYWOOD 1111 SHEATHING b/ ILI R,.1 CD 0 RAFTER TO RI DC GO\ SGT ION cY WINDOW ICE SHIELD FROM EAVES TO A-5 SCALE: NONE11.4 • POINT A MIN. OF 24" PAST THE V , , • WARM SIDE OF THE WALL. A54 NEW EXTERIOR WALL CONSTRUCTION �I PLYWOOD FLOOR PER Ra05.2.1.1 11-1 Q W )- 2x6 STUD WALL ® I6 O.G. W/n" G W.B. (INTERIOR), Z W �:' PLYWOOD (EXTERIOR), r •• -•• .• • r HURRICANE TIE AT z R-Iq INSULATION, NEW VINYL SIDING 11.1 AS PER OWNER'S SPECIFICATION. r • r BRIDGING EACH RAFTER I— —I - r • (SEE DETAIL 3) Q CI 0 ,./7..„.../.7" \ SIMPSON G520 IT1 m TIE DOWN STRAP 1� LcA dJ v Iraial 'Ill—INF 1 O (21 Milli WALL ° D._ Memiimi STUD 0. UPPER FLOOR°°/ N (3)1 3/4"x11 1/8" M.L. BOLTED AT 5/8" ONE HOUR FIRE RATED LENGTH SILL PLATE D— 16" O.G. STAGGERED TYPE "X" SHEET ROCK •• 0. 2x6 ® I6" O.G. WIT SOLID ° 9'-3 1/2" BRIDNING ATI POINT •.` GUT /7 QC • 8'-O" < --' � LENGTH CLEAR i I R FLOOR I • SPAN TO PLATE GARAGE )- DOOR \ • 5" CONCRETE SLAB REINFORCED WITH • 6x6-142.a-W2.a WWF .,,,..-:„....,,,,, A SLOPE SLAB TO THE OUTSIDE AT 1/8" PER I'-O" 5/8"x11-3" ..,.. ..... ..„.,..„---- ANCHOR BOLT • AT eq" O.G. '0..\, 000 . ° END ' , I" MINIMUM LENGTH END DISTANCE FOUNDATION ° 7,- ° ° 3'-b" 3'-6" NUMBER, SIZE OF NAILS °° A5 PER MFG. @ EACH END °° rJZs` --� r---'-L fL-- I I I I 1'-0" 1 I I I'-O" I I I I L -I L _J ' Y.'/ALL ' z L 2'-O" _JL 2'-0" SY1//TUD u_ I- O 0 p B TAE=\ FLOOR STRAPS I \C ° a TYPICAL SECTION A-5 SCALE: NONE Q SCALE: 1/2" = ILO" D m • SIMPSON H2A SIMPSON H1Zr.:' 5-8d X I Y2 TO RAFTER AND 4-8d TO RAFTER AND 2-8d X I Y2 TO PLATE : = ::, 9" 2-8d X I Y2 TO PLATE �� -'‘ ,v/ , M- UPLIFT = 515# f�, ,t UPLIFT = a85# SIMPSON H2A cs -' , c ,� LATERAL = 130# �� ' =.�`, o - ii �.,.,.. TOP41if 5-8d X I Y2 TO RAFTER AND � l F!` _ _. PLATE2-8d X I Y2 TO PLATE ( .��\. _ `fes UPLIFT = 515# ~01\11\‘,C:;., f.• o o LATERAL = 130# rl- ° 101111111* 0 0 1,4o a Iw` ° ° SEAL +' SIGNATURE I f ORIGINAL DATE: SEAL $4 PROJECT #: / \ / i11111$1111 FASTENERS - NUMBER SIZE ���I 1 1lVmldmmi PER MFG. TO ACHIEVE RATED DRAWN BY: CAPACITY 5.5. WALL CHECKED BY: STUD R.S. DRAWING TITLE: (3-13 RAFTER HURRICANE TIE SECTION AND DETAILS 3A RAFTER HURRICANE TIE A—.; SCALE: NONE A-5 SCALE: NONE DRAWING # A-005.:(10 GAD FILE NAME: R:\RESIDENTAIL PROJECTS\854 BRIDLE LANE, CUTCHOGUE, NEW L YORK\BRIDLE LANE(2).DWG