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Home My WebLink About33680-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~.RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33354 I~te: 10/24/08 THIS CERTIFIES that the building ADDITION Location of Property: 195 OAK AVE (HOUSE NO.) County Tax ~4ap No. 473889 Section 77 Subdivision Filed Map No. SOUTHOLD (STREET) (HAMLET) Block 2 Lot 10 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2008 pursuant to which Building Permit No. 33680-Z dated FEBRUARY 12, 2008 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 ENTRYWAY ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6065, DATED 11/1/07. The certificate is issued to ALBERT J SUSAN ARIAS (OWNER) of the aforesaid building. SI3FI~DLKCO~DEP~T~T OF }~J~TH~PRO~TkL N/A EI~C~IC~kL C~l{TIFIC3%T~ NO. 4010194 09/29/08 CERTIFICATION D~r~o N/A '~u~/d~SSignat ure Rev. 1/81 TOWN OF SOV. t't iQt n BUILD~G DEp~~ }, TOWN ~ ~1 ~ I ,. i ~ APPLICATION 1;OR CERTI~ ICA~y / T~N ~'.'~0~ ~ This application must be filled in by typewriter or ink and subn' ~to (lie Building Depam~ent with the followin~: A. For new building or new use: l. Final survey of propetay with accurate location of all buildings, t. ope~Xy lines, streets, and unusual natural or topographic features. 2. Final Approval from Healtb Dept. of water supply aud sewerage-disposal (S-9 form). 3. Approval of electrical installation frown Board of Fire l. lnde~xw'itcrs 4. Sworn statement from plumber certifying that the solder used m system contains less than 2/10 of 1% lead. 5. Cmranercial building, industrial building, nmltiple residences and simila~ buildings and installations, a certificate of Code Compliance from architect or engineex x esponsible ~br the build iag 6 Submit Planning Board Approval of completed site plml icquhcnlents B. For existing buildings (prior to April 9, 1957) nou-confm'ming .ses, or I)uildiugs and "pre-existing" land uses: 1 Accurate survey of property showing all propert3 linc,< s. ee~s building and uuusual natural or topographic features. 2. A properly completed application and consent to ii]:;l:)ct { stgltcd h) the applicant, ifa Cel~ificate of Occupa~cy is denied, the Building inspecto~ shall state dqe ~cascms/]xe~cl'.~ m x~fing to thc applicant. C. Fees Certificate nfOccnpancy New c we ? $25 li~J '~,,:l,iil~,~./,~ d',.,,:Hin~ $25 00, Alterations to dwelling $25.00, Swinmaing pool $25.00. A;cessory bmldin,d 52q ~,) .~ t h,i, ~ ~ I,~ acctssc, v huildmg $25 00, Businesses $50.00 2. ( e~tificate of Occul2anc3 on Pre-existing I~uildh~ 3. Copy of Ce~ificate of Occupancy - $25 4 Updated CelXil]cate of Occupancy - $50 5. Temporary Cmtificale of Occupancy - l(esidenti fl $l ', {~(1, (Tt*l~tlllcl( iai S1 q 0( New Construction: Old or Pre-existing Building: ~ (check one) Location of Propemy: I ~ 0 ~ ~ House No. Sl~eel Hanflet Suf/¥1k C(*unty Tax Map No 1000, Section ~'~ Hl(~ck Subdivision Irilcd Map Lot: ttealth [)epL Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~ Final ( elfilicate: ,]~ (check one) Applicant Si~fture ~ 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. 33680 Z Date FEBRUARY 12, 2008 Permission is hereby granted to: ALBERT J ARIAS & WF 195 OAK AVENUE SOUTHOLD,NY 11971 for : ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA #6065 AS APPLIED FOR at premises located at 195 OAK AVE County Tax Map No. 473889 Section 077 pursuant to application dated FEBRUARY Building Inspector to expire on AUGUST SOUTHOLD Block 0002 Lot No. 010 4, 2008 and approved by the 12, 2009. Fee $ 200.00 ! Aut ~V6r i ~ed Signature ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O, BOX 215 SOUTHOLD, NY 11971, AL ARIAS 195 OAK AVE. SOUTHOLD, NY 11971 Located at 195 OAK AVE. SOUTHOLD, NY 11971 Application Number: 4010194 Certificate Number: 4010'194 Section: Block: Lot: Building Permit: 336807 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, entry way,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2~th Day of 9eptember, 2008. Name OTY Rate Rating Circuits Type Wiring And Devices Fixture 5 0 Incandescent Outlet 3 0 Gen, Purpose Outlet 5 0 Fixture Receptacle I 0 GFCI Switch 2 0 Gen, Purpose seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. August 19, 2008 Building Inspector: Re: Alteration to Adas Residence Tax Map #: 1000-77-02-10 Street Address: 195 Oak Avenue, Southold, NY 11971 The foundation was executed by the Contractor in a different method from the odginal design, for which Building Permit was awarded. However, I, Hideaki Ariizumi, architect, state that the way it was built would have equivalent structural strength and integrity as the odginaL Sincerely, Hideaki Ariizumi, AIA studio a/b architects REScheck Software Version 4.1.3 Compliance Certificate Project Title: Addition to Arias Residence Report Date: 01/25/08 Data filename: C:\D0cuments and Settings\HA\My Documents~studio ab\Projects\0761 Arias\DOCS\Regulatory~AriasEnergy.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 3% Heating Degree Days: 5750 Construction Sits: Owner/Agent: Designer/Contractor: Hideaki Ariizumi studio a/b architects 651 West Main Street Riverhead, NY 11901 Compliance: 8.3% Better Than Code Maximum UA: 24 Your UA: 22 Ceiling 1: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Wall 3: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 47 38,0 0.0 1 41 15.0 0,0 3 41 15.0 0.0 3 78 15,0 0.0 4 5 0.390 2 20 0.360 7 44 19.0 0.0 2 The proposed building represented in this dccument is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York 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 speciticatirqnS are in compliance with this Code. Name-Title 7 Project Title: Addition to Adas Residence Report date: 01/25/08 Data filename: C:\Documents and Settings\HA\My Dccuments~studio ab\Projecta\0751 Afias\DOCS\Regulator3AAriasEnergy.rck Page I of I A'PPEALS BOARD MEMBERS James Dinizio. Jr.. Chairman Gerard R Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Halt 53095 Main Road · RO. Box 1179 Southold, NY I 1971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 1197 I http://southoldtown.northIbrk.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ....~.~ Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION SPECIAL MEETING HELD NOVEMBER 1, 2007 ZBA File No. 6065 - ALBERT and SUSAN ARIAS Property Location: 195 Oak Avenue, Southold CTM 77-2-10 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 further review under SEQRA. PROPERTY FACTS/DESCRIPTION: The May 22, 2002 and May 9, 2007 surveys confirm the property to be 9,810 square foot parcel with 80 feet along Oak Avenue, 120 feet along the western side lot line, 120.05 feet along the eastern side lot line, and 83.5 feet along the southerly rear lot line. The property is currently improved with a single- story, one-family dwelling. BASIS OF APPLICATION: Request for a Variance under Code Sections 280-104 and 280-124, based on the Building Inspector's May 29, 2007 Notice of Disapproval, which states that the proposed additions and alterations to the existing single-family dwelling will be less than the minimum front yard of 35 feet, and less than 32.4 feet permitted under Section 280-124 with the average front yard setback of the existing buildings within 300 feet of the proposed building on the same side of the street within the same use district. The Building Inspector notes that following proposed construction, the dwelling will have a setback of 28 feet. CHAPTER 280 (formerly Chapter 100) - ZONING CODE PROVISION: Zoning Code Section 280-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum setback of 35 feet, and Section 280-104 which states that the front yard setback shall be (not less than) the average setback of the existing buildings within 300 feet of the proposed building on the same side of the street within the same use district. Page 2 - November 1, 2007 ZBA Appeal No. 6065 - A. and S. Arias CTM 77-2-10 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 18, 2007, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The relief requested by the applicant is for an addition at the front of the dwelling, proposed at 27.9 feet from the front lot line instead of the code-required average of 32.4 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing +/- 6 ft. x 8 ft. single-story front entry will be removed and replaced with a new single-story porch with 5.5' x 9' mudroom (and new landing with steps), which is not a significant change. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The benefit of an entry way addition allowing for two closets and a cold weather barrier cannot be achieved without a variance. 3. Town Law §267-b(3)(b)(3). The variance requested herein is not substantial. The proposed mudroom addition is 49.5 square feet and extends +/- 4.5 feet beyond the 32.4 ft. average setback of nearby existing buildings. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self created. It is a result of the original nonconforming location of the existing house. 5. Town Law ~267-b(3)(b)(4). No evidence has been submitted top suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Page 3 - November 1, 2007 ZBA Appeal No. 6065 - A. and S. Az'ias CTM 77-2-10 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of his property, 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 Simon, seconded by Member Oliva, and duly carried to GRANT the variance as applied for, as shown on the May 9, 2007 survey prepared by Peconic Surveyors. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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. Vote of the Board: Ayes: Members Dinizio (Chairman), Goehringer, Oliva, Simon and Weisman. This Resolutio~w~s duly ado~,d (5-0). J~n~es 'Dinizio ~r.~Chai~nan~ JApproved for Filing ] ! /OR/2007 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [(,,,~i~L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:__ ~__ _ / / DATE INSPECTOR--~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION [ ]~JGH PLBG. [ '.,-]'INSULATION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FO~UNDATION 2ND [ ,~FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [ ,~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSULATION PER N. Y. STATE ENERGY CODE ~DITION~ COUNTS TOWN OF SOUTHOLD' BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Examined Approved Disapproved or Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health n/a 4 sets of Building PlansX Planning Board approval X PERMIT NO. .~3/, oco -~ Bml~ting nspec or Survey Check Septic Form n/a N.Y.S.D.E.C. n/a Trustees tn / a Contact: X X Mail to: Albert Arias 195 Oak Ave, Southold Phone: 631 765 5724 APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applic~at or nan', ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Albert Arias (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer n/a (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License 1. Location of land on which proposed work will be done: 195 Oak Avenue Southold House Number Street County Tax Map No. 1000 Section 77 Subdivision Goose Bay Estates (Name) Hamlet Block 02 Filed Map No. 1176 Lot 10 Lot 152,153,154,155 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy One Fam±ly Dwell±rig b. Intended use and occupancy_ same as above 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units 1 If garage, number of cars n/a Addition X Alteration Other Work Fee $ 200 (Description) (To be paid on filing this application) Number of dwelling units on each floor n/a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front 42 ' Rear Height 19.8' Number of Stories 2.5 42 ' Depth 36 ' Dimensions of same structure with alterations or additions: Front 42, Depth 41.5, Height 19.8, Number of Stodes Rear 42, 2.5 8. Dimensions of entire new construction: Front n/a Height n/a Number of Stories n/a 9. Size oflot: Front 80' Rear 83.5' 10. Date of Purehase Name of Former Owner Rear n/a Depth n/a Depth 120 ' 11. Zone or use district in which premises are situated R4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES__ NO X Will excess fill be removed from premises? YES__ NO X 14. NamesofOwnerofpremises Albert Arias Address 19S Oak Ave. 8outhoZd PhoneNo. 631 765 5724 Name of Amhitect studio a/b architects Address 6~ ~,,t .al, st. Riverhead PhoneNo 631 591 2402 NameofContractor~'X~%- ~4~'xNx~h Address ~a ~,o~ %~(PhoneNo. 't-)") ,~6, qf- 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. PERMlTS MAY BE REQUIRED. b. ls this property within 300 feet ora tidal wetland? * YES__ NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: ~ I ~ ~'~ 'A ~iC:~-.~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this III II~O TOWN OF SOUTHOLD I:~OPERTY RECORD CARD OWNER FOR~ER OWNER STREET VILLAGE W DISTRICT SUB. TYPE OF BUILDING ,.OT //"4-,/dj' UNO ,MP. TOTALDATERE~R~S Est. Mkt. Value AGE BUILDING CONDITION NEW NORMAL ABOVE FRONTAGE ON WATER Farm Acre Value FRONTAGE ON ROAD Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot Total BELOW Value Per Acre BULKHEAD .~) j~ DOCK 77-2-10 3/03 i I M. Bldg. Extension reezeway Foundation Basement Ext. Walls Fire Place~,~e ~.~ Porch Bath Roof Type Porch Rooms Ist Floor iO~ B. Patio Rooms 2nd Floor ~acage Driveway Dormer N MAP SHO ~rING SETBACKS AT SOUTHOLD TO'tN OF SOUTHOLD SUFFOLK COUNTY,' N. Y. 1000-77-0~ $CAL~: 1'--40' APRIL 25, 2007 MAY 9, 2007 (revisions) A VPaVU~ AVERAGE SETBACK = $,~.4' / OF SECT/ON 72090? TH~ NEW YORK STA~ EDUCAnON L~ (631) 7~--502C ~~797 EXCEPT AS PE~ SEC~ON 7209-SUBDI~SION 2. ALL CERT/~CAnONS P.O. BOX 909 HEREON ARE VALID FOR ~IS MAP AND COPIES ~EREOF ONLY IF SAID MAP OR COPIES B~AR ~E IMPRESSED SEAL OF THE SUR~YOR 1250 TRAVELER STREE~ ~OSE SIGNA~RE APPEARS HEREON. SOUTHOLD, N. X 11971 LOT . NO TE~ SUR VE Y AT TOWN OF SUFFOLK 10OO ~, SCALE., JAN APRIL 19~ ,~00,~ " ( SOU Town of Southold Erosion, Sedimentation & Storm-Water Run-off A8SE88MENT FORM 1000 77 02 10 · THE FOLLOWING ACTION8 MAY REQUIRE 'I~E SUBMIBSION OF A STORM. WATERt GRADING~ DRAINAGE AND REOSION CONTROL PLAN CERTIFIED BY A DEDIGN PROFE~SIOHAL IN THE ~I'A~E OF NEW YORK. Ilam Numbec. (NOTE: A Cbed/. Mark ( $ ) for each Que~o. is Required for a COenl~ete Appit~e~) No 1 2 3 4 5 6 7 ~8 9 will Ibis Pw~wt Retain All Storm-Water Run-Off Generated by a Two (2') th~h Rainlall ~fl Site? (l~is Item Mil Include ali mr~ofl c~'eatad by sk'e claadng and/o~ eor~ ~ as well as all Site Impfovem~la am/~e permaflefl~ ~reailon o/Im~ ~ulfase~.) Does the ~ite Plan and/o~ Survey Show All Proposed Dre~ ~uctums thdic~/~[ze & Lon~llo~? 1111a Item shell thcJude ell proposed Grade Cha~ges and Slop~ ~ing Suda~e Wofed:towl Will th/s Ph~ect Require any Land. RUihg. Grading or Excave~m where them is e cha~ge to the Natural F_xisting Grade Invo/ving mom than 200 Cub/c Yards Of Material within a~] PeJx~/? MI ~ls A,~flon Require La~d Disturbthg Adiv~es Encempasslng an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is them a Natural Water Co.me Pamning I~h the Site? . Is this Pm~ct within ~he Trustees Judsdisilon or within One Hu~u~ed (100) feet of a We~and or Beach? W'dl Ihefe be Site preparation on Exisling Grade Slopes which Exceed F'~een (15)feet of Vertical Rise to · One Hu~ked (100') Of Hedzo~tal Dtstar~e? IAflil Driveways, paddng A~eas or a/her Impervi~t~s Surfaces be Sloped to Dimci Skxm-Watar Run-Off Into end/o~ in the direction of a Town ~gh~-of-.,vay? Will this Pro/eof Require the Placement Of Material, Removal of Vegelailon amY.'the Constmcfio~ of any Item Within the To~n Right-of-Way or Roed Shonlder Area? (This Item will NOT include the Installation of Driveway Aprons.) V~41 ~is Project Require Site Preparation within the One Hu~ed (100) Year Fk~ of ~ Wate~coume? EXEMPTION: Yes No Does this pggeof meet the minimum standards for classiilcailon as an.a~isuitur~ Project? N/A FORM - 06107 um~P. J~OGU,. File Name : IMG_002 Shooting Mode : Auto Tv (Shutter Speed) : 1/60 Av (Aperture Value) : 4,0 Exposure Compensation : 0 tSO Speed : 80(Auto) Focal Lengt? : 5.8 mm White E~aiance : Auto File Name Shooting Mode Tv (Shutter Speed) Av (Aperture Value) Exposure Compensation ISO Speed Focal Length White Balance : IMG_0022JPG : Auto : 1/125 :4.0 :0 : 80(Auto) : 5.8 mm : Auto File Name Shooting Mode T'v (Shutter Speed) Av (Aperture Value) Exposure Compensation ISO Speed Focal Length White Balance IMG_0025.JPG : Auto : 1/100 :3.5 :0 100(Auto) : 9.9 mm : Auto File Name : IMG_0024.JPG Shooting Mode : Auto Tv (Shutter Speed) : 1/60 Av (Aperture Value) : 4.0 Exposure Compensation : 0 ISO Speed : 80(Auto) Focal Length : 5,8 mm White Balance : Auto LIST OF DRAWINGS LEGEND & SYMBOLS LOCATION MAP ADDITION TO PROJECT: ADDITIONTOARIASRESIDENCE T01 TITLESHEET (~ DETAIL & SHEET NUMBER ......... ARIAS RESIDENCE OWNER: A01 FLOOR PLANS, ELEVATIONS, SCHEDULES";~~ , i ALBERT ARIAS SE1 STRUCTURAL LAYOUT, ELECTRICAL LAYOUT ~ ~ ~ ,~ i E-MAIL: inuital@att.net ~ ARCHITECT: (~ DOOR NUMBER, CABINET NUMBER STUDIO A/B, ARCHITECTS HIDEAKI ARIIZUMI (~ WINDOW NUMBER GLYNIS BERRY ~ SOUTHOLD BAY 651 WEST MAIN STREET ~ ROOM NUMBER project #0751 RIVERHEAD, NY 11901 PHONE: 631 591 2401 "~ -' '~ SITE: J ' ~>'~...~ ~i~//~,.._ 195 Oak Avenue, Southold, NY 11971 24190 MAI N ROAD, P.O. BOX 444 , ~~. ?/'~ % ,'"'L~, TAX M AP # 1000-77-02-10 PHONE & FAX: 631 323 1426 SUMMARY OF WORK B0CUMENTS ABBREVIATIONS THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: ENTRY ADDITION 1 THE DRAWINGS, SPECIFICATIONS AND OTHER [DOCUMENTS, iNCLUDING THOSE IN ELECTRONIC AFF ABOVE FINISHED FLOOR ~ FORM, PREPARED BY THE ARCHITECT AND THE AkROHITEOT'S CONSULTANTS ARE INSTRUMENTS OF & AND SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. @ AT B.C. BOTTOM OF . OWNER: 2, THE CONTRACTOR MAY RETAIN ONE RECORD ~SET. CLG. CEILING - ' ALBERT ARIAS CONC. CONCRETEP ee,oO~..~.~o / i 195 Oak Avenue, Southold, Ny 11971}hone: 631 765 5724 3. NEITHER THE CONTRACTOR NOR ANY SUBOONITRACTOR, SUB-SUBCONTRACTOR OR MATERIAL OR CONT. CONTINUOUS · I~ i EQUIPMENT SUPPLIER SHALL OWN OR CLAIM A COPYRIGHT IN THE DRAWINGS, SPECIFICATIONS AND DET DETAIL O'Pl~ ..~~",~?~, /~.~ ~' e-maih inuital@att.net I OTHER DOCUMENTS PREPARED BY THE ARCHITECT Or THE ARCHITECTS CONSULTANTS, AND , DIA. DIAMETER UNLESSOTHERWISEiNDiCATEDTHEARCHiTECTANDTHEARCHiTECT,SOONSULTANTSSHALLBE ' DiM. DIMENSION 6.~'- ~: ~ ",, ~o~. /...~ DEEMED THE AUTHORS OF THEM AND WILL RETAIN ALL COMMON LAW, STATUTORY AND OTHER DIM DIMMER o.~,5O" RESERVED RIGHTS, INADDITIONTOTHECOPYRIGHTS. DWG DRAWING .~ 66'~'~'''~ ~ '~ ~ ' ~ /~\'~ ~ ~ ~3 ]~ ~- i'i~OPOSED 4. ALL COPIES OF INSTRUMENTS OF SERVICE, EXCEPTTHECONTRACTOR'SRECORDSET, SHALLBE EXIST. EXISTING' ¢, / ~ PROPOSED I THE RETURNED OR SUITABLY ACCOUNTED FOR TO THE ARCHITECT, ON REQUEST, UPON COMPLETION OF WORK, EXT. EQ. ELEC. EQUAL ELECTR,IC EXTERIOR /~'~- ~"~:\' ~ ?.~ ~.~. ~', ~, \~ ~ ~ ~Ct~ ~" V'~'?~ ~ ' ~' ~' :' ~'~ ~ !~ ENTRY ~AODrTIOi~ 5. THE DRAWINGS, SPECIFICATIONS AND OTHER [DOCUMENTS PREPARED BY THE ARCHITECT AND THE FF FINISHED FLOOR ARCHITECT'S CONSULTANTS, AND COPIES THEREEOF FURNISHED TO THE CONTRACTOR, ARE FOR USE FIN. FINISH OR FINISHED SOLELY WITH RESPECT TO THiS PROJECT. THEY, ARE NOT TO BE USED BY THE CONTRACTOR OR ANY FL. FLOOR ~ EXISTING HOUSE SUBCONTRACTOR, SUB-SUBCONTRACTOR OR M~ATERIAL OR EQUIPMENT SUPPLIER ON OTHER FT FEET ~D~ , PROJECTS OR FOR ADDITIONS TO THIS PROJECT[' OUTSIDE THE SCOPE OF THE ~)RK WITHOUT THE GA GAUGE SPECIFIC WRITTEN CONSENT OF THE OWNER, A~RCHITECT AND THE ARCHITECT'S CONSULTANTS. GWB GYPSUM WALL BOARD ARCHITECT: H HEIGHT studio a/b, architects S. THE CONTRACTOR, SUBCONTRACTORS, 8UB-S~UBOONTRACTORS AND MATERIAL OR EQUIPMENT H.P. HIGH POINT SUPPLIERS ARE AUTHORIZED TO USE AND REPR¢ODUCE APPLICABLE PORTIONS OF THE DRAWINGS, HRDWD HARDWOOD 651 West Main Street SPECIFICATIONS AND OTHER DOCUMENTS PREPtARED BY THE ARCHITECT AND THE ARCHITECT'S HVAC HEATING VENTILATING AND . . Riverhead, NY 11901 CONSULTANTS APPROPRIATE TO AND FOR USE lin THE EXECUTION OF THEIR WORK UNDER THE AIR CO'ADITIONING )hone: 631 591 2402 CONTRACT DOCUMENTS. L,P, LOW POINT MAX. MAXIMUM 7. ALL COPIES MADE UNDER THIS AUTHORIZATIOIN SHALL BEAR THE STATUTORY COPYRIGHT NOTICE, MESH, MECH~ICAL · 24190 Main Road IF ANY, SHOWN ON THE DRAWINGS, SPECIFICATJ(ONS AND OTHER DOCUMENTS PREPARED BY THE MIN, MINIMLM Orient, NY 11957 GENERAL NOTES ARCHITECT AND THE ARCHITECT'S CONSULTANT'S, MTD. MOUN~ED )hone & fax: 631 323 1426 ~ MTL METAL LAWS,I. WORK SHALL SE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALLBy_LAVVS, STATUTES, ORDINANCES, CODES, RULES, AND REGULATIONS. THE CONTRACTOR I8' SUBMI']T'AL OR DISTRIBUTION TO MEET OFFIGIjAL REGULATORY REQUIREMENTs OR FOR OTHER i.LC NOT ,NCONTRACT {~~¢~.i' ~ ~~' \ 8HALL PROMPTLY NOTIFY THE ARCHITECT OF ANY PORTIONS OF THE WORK IN THE CONTRACT PURPOSES IN CONNECTION WITH THIS PROJECT' IS NOT TO BE CONSTRUED AS PUBLICATION IN NTB. NOT TO SCALE e-maih info@studioabarchitects.com DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. NO WORK SHALL PROCEED UNTIL SUCH DEROGATION OF THE ARCHITECT'S OR ARCHITECT'S CONSULTANTS' COPYRIGHTS OR OTHER PLY PLYWOOD 01' DISCREPANCY HAS BEEN RECTIFIED. RESERVED RIGHTS. C.C. ON CBqTER ' t, REQD. REQMRED ~' 2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE. RM ROON . 3. CORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE SIM. SIMILAR QUALITY AND TIMELY COMPLETION OF THE WORK. S.S. STAINLESS STEEL . STL STEEL ' ~ 4. THE CONTRACTOR SHALL PERFORM ALL CU'F]'ING AND PATCHING REQUIRED TO COMPLETE THE ZONING TEL. TELEPHONE WORKOR TO MAKElEIS PARTS FIT TOGETHER PROPERLYWITHOUT COMPROMISING THE QUALITY OFTH. THICKNESS· ~/~1~ . L~, ~Ts,~ 5. ALl PRODUCT AND TEST INFORMATION SHALL BE PROVIDED AS REQUIRED. U.O.N. UNLESS OTHERWISE NOTED ' ' /~'~.~', ' LOT AREA 40~000 9,810 NC VJ.F. VERIFY IN FIELD 01` - ~ ,~., ARCHITECT AND OWNER FOR REVIEW. LOT WIDTH 150 80 W/ WITH WD WOOD 7. ANY PROPOSED CHANGE NEEDS TO BE SUBMITTED IN WRITING TO THE ARCHITECT FOR REVIEW 2 LOT DEPTH 175 120 -. /- WEEKS PRIOR TO PURCHASE OR INSTALlatiON. I '//' FRONT YARD 35 28,25 ZBA/APPROVED 8. ANY DAMAGE CAUSED BY THE CONSTRUCTION OR ASSOCIATED LABOR SHALL BE REPAIRED OR ' REPLACED TO MATCH EXISTING OR NEW WORK AT NO COST TO THE OWNER. I SIDE YARD 10 9.1 AS EXISTING SURVEY OF PROPERTY CERTIFICAT )N~.~¢Tft:3N 10. CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL FLOORS AND 2 SIDE YARDS 25 33.4+/- ~ : · ABJACENTSPACESTOOUTSIDEOFTHESUILBINGATALLTIMES. AT SOUTHOL~)' NAILING&COI'JI E( REARYARD 35 50.8 TOWN OF SOUTHOL0 REQUIRI D. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INJURIES TO PERSONS DUE TO THE APPP,0VB) CONTRAOTOR'SOPERATIONS, ANBSHALLPROVIBEANBMAINTAINABEQUATEPROTECTIONAGAINST FLOORAREA ss0 SUFFOLK COUNTY, ~FI[-- 'HEDATE: ,~/._~B.?f SUCH INJURY. PARKING 2 2 ~000 - ~ -. O~ - 10 CODESOI:[ ~., L)r}(o ~,] 12. NODEBRISSHALLBEALLOWEDTOACCUMULATEONTHESITE. THE SITE SHALL BE CLEANED ~CA~E: ~/~ -- 20" FEE' ~.~'~_.~__..g": DALLY. THESITESHALLBELEFTBROOMCLEANATTHECOMPLETION. COVERAGE 20% 15.5% ./AN, ~ ~002 (~C, TIF~' BU[LDiH' 13. THE CONTRACTOR SHALL PROVIDE ALL WARRANTIES, GUARANTIES, MAINTENANCE MANUALS, AND EXISTING HOUSE 1,440 MA Y ~2~-gO0~ ~ ecsc. foun#~llo~ ] . EXISTING SHED 32 CODE COMPLIANCEPROPOSED NOTE'OCCUPANCYOR *- ~:'u°~ ' ADDITION 49.5 LOT NUMBERS ,4~E R£?£RENC£D 7'0 3 tNSULATIOH I.) Use(s) and Occupancy Classification(s): R-3, One Family Dwelling, as existing F/LED IN THE SUFFOLK COUNTY ' BE CO!~/Pt.E~.L FI- '; C.O. 2.) Height and Fire Area: 19.5', I story, as existing; Fire Area n/a TOTAL COVERAGE 1,521.5 CL~RK'$ OFF/CE AS MAI= NO. ll76'T CERTIF CAml ALL COh[£TRUCTIL.N SHAll 4.) Design criteria: Engineered STORIES 2.5 2.5 EXISTgNG ('. '¢~\~1CY .,t.,~/t;~,l~..~T,~T~E, ,~D..T,.B~,~.pO 5.) Framing elements: See Of4 above IIdE'b'~.O~Ic11~I~_Ul;TIOI4 r_[,RO~S. 6.) Design Icad calculations: See ON above HEIGHT 35 19.8 +/- AS/EXISTING 7.) GlazingprotecUon: UsaHurricaneDebdsProtecUonpanelstobeprovlded AREA = 9810 sq. ft. o, ,,, 8.) Load paths from roof to foundation: See SE.1 C ~ 4 ~r~ ~i ~ ~ CODES OF 9.) Nailing and/or connection schedule, framing details: Sea SEA I , N :v,, ' & TOWN CODES 11.) Plumbing riser diagram: n/a EO~CT~ $~cTIoi~ ?EO¢, SU~oITvtA~ ~, ell CERTiFICATiONS I CONDITIONS Of 13.) Truss design drawings with certification: n/a ~4t~ MAP OR ¢0F~$ BRA8 T~IE &v~fE~gE~ ~L 00 T~E ~J~VEYOI~ ~, i ~ ~4TU~E APpE~i~$ ~J~E(~N. ' I ; ~NING BOARD 14.) Energy calculations from design Pr°fessi°nal: This additi°n area is n°t t° be heated' Alth°ugh' insulati°n Is t° ~g~ll.g~&~.yTo¢O~y~l?~$A~LA~Ti~FE~,A4TESE~y, /PECONIC~,~ .,r~./~/ ~~ "'~-~ be provided as per NYS Energy Conservation Code Table 402.1.(1) &~.~T~ U~¢ e~,~.Y.~¢ all ~U~V~YORS uf~.,m~s a COPY (631l ?$~5v ~ ~,u'~5 - 1797 revision: SOU7¢C:. IR30 TRAV~~ s~ N¥SiDEC $OUTHOLD~ H, Y. -"Tr~l Jan. 28,200202--,,= T. 01 STEEL TUBE RAJLING PAINTED ~4EW GONC STOOP ~JEW WOOD INSWING DOOR W/REUSED EXISTING STORM DOOR EXISTING HOUSE CLOSETWITH BY-PASS DOOR OSE BIBS TO BE SHIFTED AC ,r;~.~ IRED ~EW ¥i~D SADDLE AS RE IRED EXISTI DOOR ROOF ASPHALT SHINGLES TO MATCH EXISTING FINISH TO MATCH EXISTING TO MATCH EXISTING PARGED -- 1/4" DIASTEEL TUBE RAILING PAINTED TO EXISTING STINGWALL ~,XISTING WALL TO MATCH EXISTING EXISTING ALONG THE LEADER EXISTING WALL ~ FLOOR pLAN ADDITION WEST ELEVATION , ~'~'% ADD T ON NORTH ELEVATfON EX10 RIDGE BEAM (RAFTERS NOT SHOWN) BOTTOM APRON FILL SOLIDLY SPACE BELOW BE~NEEN EXISTING RAFTERS REMOVE STORM DOOR ADDITION SOUTH-NORTH SECTION 1/4"=1'-(7' 5/8" DEB SHEATHING ON 2;(4 @18" O.C, ON 1/2" DEB SHEATHING ~ iN 2X12 RAFTERS URE NG ~,~ ADDITION WEST-EAST SEC'TION of ON BLDG PAPER ON 1/2" DSS SHEATHING ON 2X4 STUDS @16" O,C, INSTALL R15 BATT INSULATION FLOORING TO MATCH EXISTING ON 5/8" PLYWD SHEATHING ON 2X8 JOISTS @1S' O,C, F,F TO FLUSH TO EXISTING PROVIDE 16"X24" MIN ACCESS OPENING 2" RAT SLAB ON 6 MIL POLYETHYLENE VAPOR RETARDER BOARF~ ,~ RAC~FN TO MATCH EXISTING 1 1/4" DIA ISTEEL TUBE RAILING , NEW ROOF / EXISTING ROOF ASPHALT SHINGLES TO MATCH EXISTING EXISTING WALL (~'~4) ADDITION EAST ELEVATION ¢,t 1/8"=1'-(7 I PAINT TWPES' ' - EYJaMI EXrSTING PAINT TYPES TO CONFIRM COMPATIBIUTY OF ALL PAINT TYPES FOR REPAINTING, SPOT PRIME AS NEEDED FOR THE REPAINT II B INTERLOR GYPSUM WALLBOARD I LATEX FLAT COAT REGAL FIRST COAT INTERIOR LATEX PRIMER/UNDERBODY 216) I REGAL WALL SAT N 121BI 2 COATS I INTERIOR WOOD AND FERROUS METAL 1 st COAT 2 COATS DETERMINED I LATEX LOW I UST~ FRESH START 100% ACRYLrC LATEX PRIMER (2~)r OR FRESH START ALKYD ENAMEL UNDERBODY (217) OR FRESH START ALL PURPOSE ALKYD PRIMER (24), OR IMPERVEX LATEX HIGH GLOSS METAL & wOOD ENAMEL (309), OR IRONCLAD LATEX LOW LUSTRE METAL & wOOD ENAMEL (383), OR IRONCLAD ALNYB LOW LUSTRE METAL & WDDB FNAMEL (1621 IRONCLAD LATEX LOW LUSTRE METAL & WOOD ENAMEL (363i DETERMINED tO BE DETERMINED EXERIOR FERROUS METAL 2 COATS IronClad Alkyd Low Lustre Metal &Wo~d Enamel 163 I IronClad Latex Low Lus re Mete &Wood Enamel (363) I FrNIBH SCHEDULE: TO MATCH EXISTING TO MATCH EXISTING TO MATCH EXISTING SIDING I#2 RED CEDAR BOARD & BATTEN, BTYLE AND FINISH TO MATCH IRAILING EXISTING FASCIA ~ FACTORY PRIMED FASCIA BOARD PAINTED SIZE TO MATCH EXISTING 1 x X #2 CEDAR STYLE AND FINISH T~ MATCH EXISTING i SIZE TO MATCH EXISTING I ROOF I i ASPHALT ROOF SHINGLE8 TO MATCH EXISTING ENTRY CLOSET HARDWOOD FLOORING TO MATCH EXISTING SAMEASABOVE 1X4 PAINTED, MATCH EXISTING GWS PAINTED GWS PAINTED TYPE B TYPE B EAST CLOSET SAMEASAEOVE WEST hNOTB: lJ, INSTALL COAT HANGER RODIN CLOSTEAST 1X4 PAINTED, TYPE B MATCH EXISTING GWB PAINTED TYPE B TYPE A MATCH EXISTING GWB PAINTED TYPE B TYPE A GWB PAINTED TYPEA GWB PAINTED I TYPEA INSULATflON SCHEDULE EXTERIOR WALLS 3',' rl B BATT INSULATION I FLOOR IR' R19 BATT INSULATION BY MORGAN O~ S MPSON W/R Et IREB~=XISTJNG STORM DOOR CLOSET I (2) -2'-6"X 6'-8" I BY-PASS WOOD DOOR, STYLE TO BE DETERMINED BY OWNER DOOR SEBHEDULE Product I LOCK SST MATCH EXITING SLIDING DOOR PULL SLIDING DOOR HANGER SYSTEM ~ SLIDING DOOR PULL ~SLIDING DOOR HANGER ~BYSTEM IVES 223 HAFELE DORADO INFRONT - HAWA 2-PANEL SET # 406.70 120 HAFELE DORADO INFRONT - HAWA 2-PANEL SET # 408 70 120 Finish MATCH EXITING B 10B DARK SATIN BRONZE B 1OB DARK SATIN BRONZE Nates Lackset ENTRY Handle MATCH EXITING Backset 2-3/8" I WINDOWVSCHEDULE. i SNTRY I Preduct I ANDERSEN 400 A251, WI SCREEN, NO MUNTIN NNOTE; WERIFY WITH OWNER FOR ALL OPTIONS, INCLUDJNG FINISHES, COLORS, AND HARDWARE ADDITION TO ARIAS RESIDENCE project #0751 SITE; 195 Oak Avenue, Southold, NY 11971 TAX MAP # 1000-77-02-10 OWNER: ALBERT ARIAS 195 Oak Avenue, Southold, NY 11971 )hone: 631 765 5724 e-mail: inuital@att.net ARCHITECT: studio a/b, architects 651 West Main Street Riverhead, NY 11901 ~hone: 631 591 2402 24190 Main Road Orient, NY 11957 )hone & fax: 631 323 1426 e-maik info@studioabarchitects.com NOTE: PLAN, ELEVATIONS, SECTIONS, SCHEDULES date: 1/25/2008 revision; scale: AS NOTED A.01 ~roof DECKING LAYOUT 16" ~ FLOOR DECKING LAYOUT FOUNDATION WALL HOP @4' MAX ~IF/OU NDATIO N LAYOUT 24" MIN ACCESS OPENING ON EXISTING FOUNDATION WALL ALTERNATIVELY, PROVIDE AN ACCESS HATCH ON THE CLOSET FLOOR NAILING SCHEDULE AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS JOINT DESCRIPTION ROOF FRAMING RAFTER TO TOP PLATE (TOE- NAILED) CEILING JOIST TO TOP pLATE (TOE-NAILED) CEILINC JOIST TO PA PC, LLE L RAFTER (FACE-NAILED) BLOCKING TO RAFTER (TOE-NAILED) RIM BOARD TO RAFTER (END-NAILED) I NUMBER OF NAILS I NAIL SPACING PER RAFTER PER JOIST EACH LAP EACH END EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE- NAILED) 2-1 Sd* PER FOOT TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOrNTB - EACH S~DE STUD TO STUD (FACE-NAILED) 2-16d 24" O C HEADER TO HEADER (FACE-NAILED) 10d 18" O C ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER STUD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST, OR BLOCKING (FACE-NAILED) 2-16d*~ PER FOOT FLOOR FRAMING ROOF SHE&THING 4-1 Od PER JOIST 2-8d EACH END 2-8d EACH END 3-16d EACH BLOCK 3-1 Cd EACH JOIST 3-Rd PER JOIST 3-16d PER JOIST 2-16d* PER FOOT I 1 Od I 6" EDGE / 8" FIELD 2-Ed PER SUPPORT 3-8d PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD WALL SHEATHING 5d coolers 7" EDGE/10" FIELD STRUCTURAL PANELS TOd J 3" EDGE / 12" FIELD GYPSUM WALLBOARD 5d coolsm I 7" EDGE / 1 g" FIELD FLOOR SHEATHING STRUCTURAL PANELS ' NAIUNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAJLED 6" O C AT PANEL EDGE IF WALL SHEATHING IS NAILED 3" O C AT PANEL EDGE ROOMS OTHER THAN S LEERING TO OBTAIN HIS HE R SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH ¢'WHEN WALL SHEATHING IS CONTrNL~)US CVS R CONNECTED ME MBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT, 2X10 RIDGE BEAM 2-2X8 HEADER SIMPSON LTS @ EVERY STUD SIMPSON LTS @ EVERY STUD ~SOUTH WALL FRAMING ELEVATION TERMITE SHIELD 5/8" DIA, ANCHOR BOLT @ 48" O,C max 7" MIN INTO CONS OR 15" MIN INTO GMOUTEDOELLS NOT MORE THAN 12" FROM CORNERS, TYP, ON 6 MIL POLYETHYLENE DAMPPROOFING -DRAIN TILE, TYp, ~.~ TYPICAL FOUNDATION DETAIL YP CA 5 N L ~S~ TYPICAL HOLDOWN INSTALLATION NOT TO SCALE SIMPSON H2 @ EVERY STUD SIMPSON CS200 @ EVERY STUD SIMPSON A36F @EVERY STUD ~.~.~ SIMPSON hB @EVERY STUD ~. NTYPICAL STRAPPING INSTALLATION CT TO SCALE SIMPSON H7 @ EVERY STUD GENERALNOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST & PAPER ASSOCIATIONS WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS) THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION 1 DRAWINGS ARE NOT TO BE SCALED, USE DIMENSIONS ONLY CONTRACTOR SHALL CHECKALL DIMENSIONS AND CONDITIONS AT JOB SITE ANY DISCREPANCIES OR OMrSSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLEDTO THEATTENTrON OF THE RECORDARCHITECTANDSAMECORRECTEDWITHIN(5) DAYSAFTEROONTRACTHASBEENAWARDED OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME 2 CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES 3 ALL MATERIALS ANO CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE iN STRICTACCORDANSE WITH THE LATEST EDITION OF A S T M SPECIFICATIONS WHERE APPLrCABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A,C I, AJS O, S J I. ETD,) ARE APPLICABLE ALL MATERIALS USED IN CONNECTION WITH THiS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED 4 ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS 5 CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, PROPERTY MAINTENANCE CODE, PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUTHOLD CODE, AND ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION 3 THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEWYORK STATE BUILDING CODE WHEN BUILDING iN ANY JURISDICTION, EITHER iNSIDE OR OUTSIDE THE CODE, VARIATIONS MAY BE REQUIRED IT IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED 7 CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION CONTACTALL UTILITY COMPANIES IF RELOCATION IS REQUIRED AND/DR REPAIRS 8 THROUGH 10 (NOT USED) 11 DESIGN CRITERIA GIG~OUNO(i) ISNOW LOAD 20 LBS TABLE R301 2(1 ) CLIMATE AND GEOGRAPHIC DESIGN CRrTERiA 'WIND SPEED ~)EE~GMNc ILwEATHER DEPTH(b) I(mph) CATEGORY(g) lNG 20 C I SEVERE ITERMITE(c) ILOCATION 'ROOMS OTHER THAN SLEEPING ~EEPING ~N STORAGE) ! %";IRBD I PLOOD ~ HAZARD(h) 3'-0" MODERATE I I TO HEAVY DESIGN LOAD WINTER DESIGN DECAY(d) TEMP(f) SUGHT TO I 11 MODERATEI I YES N/A ATTIC (STORAGE) RR~oO~F IN0 FIN ~EILG ROOF (WITH FIN CEILS I LIVE [10lb IDBAD DEFLECTION LIMIT h01b 3~ SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE 8LIDEOFF FACTOR, AS A FUNCTION OF ROOF PITCH, RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS 12 ASSUMED SOiL TO BE SAND OR GRAVEL, WITH MiNiMUM TRACES OF DRY CLAY, WITH A MINrMUM BEARING CAPACITY OF 2 TONS / SQFT, 13 CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDrCATED ON THE ABOVE SOIL CONSUMPTION, IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED, INDLVlDUAL SITE CONCITrONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER 14 STRUCTURAL STEEL TO BE ASTM A36, DETAILED, FABRICATED AND ERECTED PER AiSC 15 ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETS,, TO BE DOUGLAS FIR LARCH NO2 OR BE%rEp (UNLESS NOTED OTHERWISE) Lumber Design Criteria Visually graded lumber Douglas Rr Larch (#2 SuOaced Dry er Green @ 19% maximum moisture content) All values and factors are from the Nagonal Design Specifications for Wood Construc0on NDS- 2001 Extreme Fiber Stress in Bending (Fb) Single Members Repe0tive use Factor 8end~ng Stress Member Fb (pst) Cf Fb (ps[) Or Fb (psi) 2x6 85Ox 1 30 = 1103 x I 13:1271 2x8 850x 1 20: 1020x 1 15= 1173 2x10 850x110= §35x113:1075 2x12 850x 1 00: 850× 1 15:378 Horizontal Shear Stress =Fvx CH = 190 gSl Modulus of Elasticity = 1,60E+0B psi 18. ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATrON (APA) ENGrNEERED WOOD SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1 8E-2B00F, 17, ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE US COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO rDENTIFIED BY AN APPROVED TESTING AGENCY, 18 ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSi WiTH A MiNiMUM THICKNESS OF 1~2" THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS 19 ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE ANQA MINIMUM THICKNESS OF ~%2" (~%B' FOR FLOOR SHEATHING) 20 THROUGH 30 (NOT USED) 31 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS 32 ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL 33 FOUNBATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF 3'-0" COVER 34 NOT USED 35 ALL EXTERIOR FRAMING, AND rNTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACC TREATED LUMBER, FASTENERS TO USE WiTH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL 36, NOT USEB 37 ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED 38 NOT USED 39 BRIDGING TO BE EITHER SOLID, I"X 3" OR 18 GA CROSS BRIDGING, MIN 8'-0" O,C 40, NOT USED 41, JOISTS HANGERS, ETS, TO BE "SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS, 42 NOT USED 43 WIND BORNE DEBRIS PROTECTION, WOOD STRUCTURAL PANELS WiTH A MINIMUM THICKNESS OF 7/13" AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, PANELS TO BE PRECUT TO COVER THE GLAZEB OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, IT FASTENER SPACING 6 FOOT FASTENER PANEL SPAN YPE B 8 FOOT 2 1/2" 36 OD SCREWS 4FOOT PANELSPAN <PANELSPAN 54FOOT $6FOOT 16" 1Z' 12r' a THIS TABLE IS BASED ON 110 MPH WIND SPEED AND A 33. FOOT MEAN ROOF HEIGHT, b FASTENERS SHALL BE INSTALLED AT OPPOSING END8 OF THE WOOD STRUCTURAL PANEL c, NAILS SHALL BE 10d COMMON OR 12d BOX NAILS WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACNEB UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINI MUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS, e, WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT EXISTING EXTEROR FIXTURE TING SWITCH ~XISTING HOUSE ELECT~RICAL LAYOUT 1/8"=1'-0" LEGEND ~D WALL MOUNT LIGHTING FIXTURE ~7Tq FLUORESCENT LIGHTING FIXTURE fi SINGLE POLE SWITCH fi~ THREE WAY SWITCH ~ DUPLEX RECEPTACLE :~ ~,~ EXTERIOR DUPLEX RECEPTACLE REUSE EXISTING ~INGLE T8 FIXTURE ELECTRICAL NOTES' 1 DRAWINGS ARS DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK DO NOT SCALE THE DRAWrNGS 2 COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES 3 IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WiTH WORK OF OTHER TRADES OR FOR PROPER EXECUTION DF THE WORK 4, ALL WORK SHALL COMPLY WrTH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY COMPANy REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS 5 CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, ALL REQUIRED DOCUMENTATION PROVIDE ALL NECESSARY NOTICES, OSTAIN ALL PERMrTS AND PAY ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK B THE CDNTSACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE 7 OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING 8 CLOSELY BCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT B, WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK Of OTHER TRADES, OR WHERE THERE 18 EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDrTION8 TO MAKE A SATISFACTORY ADJUSTMENT IF WORK IS iNSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECE88AMy CHANGE8 TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER 10 NOT USED 11 EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT, VERIFY CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS, NOTIFY ARCHITECT OF CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL, OTHERWISE, ALL EXISTFNG CIRCUFTING SHALL REMAIN INTACT FOR REUSE 12 INSPECT EXISTING CIRCUIT BREAKERS ADD ADDITIONAL DIRCUIT BREAKERS TO THE SERVrCE BOX AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING 13-15 NOTUSEO 16 BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER 17, LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED 18 LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED 19 LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE iS 5" FROM THE FINISHED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE 20 WHERE MULTIPLE SWITCHES ARE GANGED BEHIND A SINGLE FACBPLATE 21, THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BB CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED ADDITION TO ARIAS RESIDENCE project #0751 SITE: 195 Oak Avenue, Southold, NY 11971 TAX MAP # 1000-77-02-10 OWNER: ALBERT ARIAS 195 Oak Avenue, Southold, NY 11971 phone: 631 765 5724 e-mail: inuital@att.net ARCHITECT: studio a/b, architects 651 West Main Street Riverhead, NY 11901 ~hone: 631 591 2402 24190 Main Road Orient, NY 11957 hone & fax: 631 323 1426 e-mail: info@studioabarchitects.com NOTE: STRUCTURAL LAYOUT ELECTRICAL LAYOUT date: 1/25/2008 revision: scale: AS NOTED SE.01