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HomeMy WebLinkAbout39793-Z /,,,'OFOL,i;pG- Town of Southold 12/28/2015 `6* cf, '� P.O.Box 1179 ` y , 53095 Main Rd ...4* o i'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37996 Date: 12/28/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1200 Leeton Dr, Southold SCTM#: 473889 Sec/Block/Lot: 59.-1-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/12/2015 pursuant to which Building Permit No. 39793 dated 5/22/2015 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: INTERIOR ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to VanHoren,Antoine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39793 10-22-2015 PLUMBERS CERTIFICATION DATED 12-09-2015 4 Paul Nencet f �/ A -.riz94 Signat re TOWN OF SOUTHOLD 0'0g�FFn1k4oG BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy oma ,= SOUTHOLD, NY viol * .pa 4 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#: 39793 Date: 5/22/2015 Permission is hereby granted to: VanHoren, Antoine 20 W 88th St New York, NY 10024 To: Interior alteration to an existing dwelling as applied for. At premises located at: 1200 Leeton Dr, Southold SCTM # 473889 Sec/Block/Lot# 59.-1-1 Pursuant to application dated 5/12/2015 and approved by the Building Inspector. To expire on 11/20/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $444.80 CO -ALTERATION TO DWELLING $50.00 Total: $494.80 dir Bui ding - e- -tor 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. Certificate 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 oCertificate-ofOccupancy- - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 5.- Z 2 - 15 New Construction: V Old or Pre-existing Building: (check one) Location of Property: 7N0 Le-e'frt SV" ( 4 House No. Street Hamlet Owner or Owners of Property: A40i h-e 0 l(t/t^ Suffolk County Tax Map No 1000, Section `J 9- Block Lot{ Subdivision 2 p, Filed Map. Lot: Permit No. "J I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ rj l? pplicant 'ignatur� e /,,,, iii a�..� ,��,�®��pF SOUjy®l - Town Hall Annex �� ~ ® Telephone(631)765-1802 54375 Main Road Jig ill Z Fax(631)765-9502 P.O.Box 1179 % el% Southold,NY 11971-0959 1."4."Xi,. -**' C roper.richert(a�town.southold.ny.us •i !s... I BUILDING DEPARTMENT \ TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Van Horen Address: 1200 Leeton Drive City: Southold St: New York Zip: 11971 Building Permit#. 39793 Section: 59 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Viking Electrical Service License No: 34443-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors 3 Main Panel NC Condenser Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: 2-Exhaust Fans, 1- Paddle Fan, 1- Base Board Electric Heater, 1-Combination Smoke/CO Detector Notes: Inspector Signature: Date: October 22, 2015 <-\??47.1--- Electrical 81 Compliance Form.xls • , ,o4tfa 80045,- l Town Hall Annex ` , 'i Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' 4 • Southold,NY 11971-0959 `' 11 . ...�'� BUILDING DEPARTMENT �= ( � � 1 TOWN OF SOUTHOLD w 1 ;, u DEC 282015 fj,/ aLaa [lE [ I CERTIFICATION Te.Nr, fU Si!1'TLF);_f? Date: / /pis- Building Permit No. 3114 C 3 Owner: An-co itfte art, (-I oS (Please print) Plumber: Q) 1\) e-YiC e 1 1 f 1- (Please print) / I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -1P`'")\ I - V:rf (Plumbers Si.y.ature) Sworn to before me this 7 day of_ , 20(S� VIRGINIA KEEGAN Notary Publc,State of New York / No.01 KE17 50220 Qualified in Suffolk20 n Term Expires May 31, Notary Public, n County -/ 3T /93 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: i-z-dcs)r22 c>•) ert DATE INSPECTOR 164; II4* SOpiv; 11 11 1 TOWN OF-SOUTHOLD BUILDING DEPT: 765-1802 INSPECT [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [. ] FIREPLACE-A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ ] CAULKING REMARKS: / _._;/ "i DATE INSPECTOR IN CTOR -P--6 ;o SOU \ Ty- 11.1 /-22 ,,; ___,-cout„.0 7/76\1 '1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [N ELECTRICAL (FINAL) REMARKS: F(<40-(..- (f:/66a---P,ce_,,, - 0 ------ DATE /O(22(( <� INSPECTOR - I 1- 39 Z 73--e--- , - , � SOUTy'� ol;. O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT:e1,51:).14 [ ] FOUNDATION 1ST [ UMBING [ ] FOUNDATION 2ND [ ION [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 69(C___ - CEIZz_ ' ' / - ,- ?."7" ''"'"--(1 , /1- ' r DATE /7 INSPECTORja.7_1/ \ .. . .. , . . . FIELD TN6EPTIONIMORT DATE COKKECFS . . .. ' FOuNpAtioN(1ST) . . . . . . • . • . .: . . . . . . . ,. . . I . . . Of • P 1. . • P . . .. . h . ` • • • • , • . • ,,0...ms . . . . . I . . .. . . • FOUNDATION(2ND) --,—,:.„-,,- . • -1-• i . . . • . , . •- . ' 1 . . 4 ' . 1 y/>r 91-447 t k) . k , , /4.1/4. 6 i-li ri- , -F --31: 1 ROUGH FRAXINg& PLUMBING . . . . . . . . • . . . . . . . . , . . • . . . . . . . . _ . . . . . . . 7 . . . . . .. . , . . . ...,........."..„ , . r.0 . . . . . . , . .. INSULATION*PER N.Y. . . • .. . , STATE ENERGY CODE, • , .. . . , . • • r".• . ... . . . . . • • . ‘. . .. .. . . . . _bi<6.-c' '. ,, ' • / . . FINAL • • • • . •/1 . • ' • . . .., . . . . . . . . ., . . • . . , 1 .•. " . , . -4.----,....... • affile". --••••,.-:• i: •.-" .. ,--,----•• •• . i . .. . .. . . .„.. . . ... ‘..)1 4 ( • . ......,--,--.s.... , . . , I . , - .--/3- is • . . . . . . ... z • 64'(:aLti Oaz--6--- m .,e . , , . . • . ., . . . . \ . „. , . • , , . . . . . . . . . . .-. •, • ' 1 • • (16 • .. • . • • .- • • . . \ . . . . .,, I. • 1 i 1 . • • .• • .1..4 ...4 a _. a-• . . ._ * _. .,.• . - F4. .. . • .. . _. . p • , M • ... . • ti . . . . . . , . ..- ,••••._ . .- . , . ..; • . , . . . ..-..„ - • ,- . . • • . • . . .. . . . _ . • , _ • . • --..„ __, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey - - --- SoutholdTown.NorthForknet PERMIT NO.�q 1 9-9D..% Check Septic Form NYSDEC. Trustees C O.Application Flood Permit Examined_ ,20 Single&Separate Storm-Water Assessment Form +'Z2--- i Contact: Approved ,20 Mail to: Disapproved a/c Phone aq '- 5-11 c)", Expiration ,20 1 b k �� _ .B nspe r � J Dilk �� APPLICATION FOR BUILDING PERMIT Dateg 1Z ,204 MAY 12 c' INSTRUCTIONS l I a.This application ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,aeeurate plot plan to scale.Fee according to schedule. 1.0;':i`7 V Plbt plan[bowing loca i on of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,ant 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 authonzed 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,ordmances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ig re of applicant or name,if a corporation) /Zoo Cc-eh/7 4- Se...A.A/AJ>' // 2/ (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises Af\ko-oe__ \f Obi _o c o (As on t e tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. , `-k '' -a—M Plumbers License No. 1-16.V11- P^? Electricians License No. '311-114 f3 VI,E Other Trade's License No. 1. Location of land on which proposed work will be done: 9 �h /� 200 L ac.94 /J� oil o House Number Street Hamlet County Tax Map No. 1000 Section q Block / Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,;rnt krA rv► V.1 Re S i c�.F_vv LC'_ b. Intended use and occupancy ' ;r.. �. TcsuM,1 KeS‘cli co Ace 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars c�� 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 3L Ll Rear (./J"TT Depth C3•7/ Height Number of Stories Z Dimensions of same structure with alterations or additions: Front 64 •14 Rear -I J .7 Depth ,'Z Height Number of Stories .Z 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories �- 9. Size of lot:Front I Old Rear /co . 3 V Depth /7 O• 7 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO "i 13.Will lot be re-graded?YES NO ,e Will excess fill be removed from \premises?YES NO 14.Names of Owner of premises 4 Ibae ¶t.i dorm Address i20Gle'4-' 6a- Phone No.3/7 72/00�( Name of Architect i howtl 1/u/gi Address7GyJJ/fl',al illity d Phone No (p 3 l �G 6 �'3 J"rf Name of Contractor J b lin pi s Address /Y Apar - Cornet Phone No. G 6! .11/ 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF xl/(te__ q(9'+bla being duly sworn,deposes and says that(s)he is the applicant (Name of individual signmg 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, 1 , performed in the manner set forth in the application filed therewith. ANNETTE,JACKSON Notary Public;Stete of New York Sworn to before me this / Registration 1101JA6018470 • kis County "--14\ ay of M0,1 20 1) Certrticate Fled in NY Countkl �� 4111111111 My Commission Expires Jeri.11 vv./ Notary Public Signature of Applicant , ,,,iii-�•- o$xs SOiTy4! ,` ils'io . --Porvn7Ha71 Annex, , i Telephone(631)765-1802 54375 M�iri Road ,J I �� -- , I � ; cn � �� (631}765- 5 �fI p.o.Box 1179 / roger.richert aC7.o`wn.sout io�d.ny.us c hthold,NY 11971-0959 1. ! �O'�I 11 u JUL 13 7115 �,`�'>' �yCOM,��,.�''� - k I6OA BUILDING DEPARTMENT 1 r - TOWN OF SOUTHOLD °�. aA b G° (-rl APPLICATION FOR ELECTRICAL INSPECTION �4r1-k' 1 . I 4 REQUESTED BY: 1 %s-sb-LL SG swab-ALO Date: 7- /3-is Company Name: I/lkiA16 EL6.-c.,r2lcw L S'6-2v) Name: ( vrS67.-L S/GAny aelto License No.: ? V991/3 /4-E Address: ' .i /4/06A/0///k) C22/r)E- LiE700fi1/ 11/3/1 f/7 p y Phone No.: l s/ - 7,?Z- f/ 776 (6---2L S74 7-2c7 -0/02. JOBSITE INFORMATION: (*Indicates required information) *Name: V/Ol1/ Hoi,E,J *Address: i2®l, 1 - -)-n,n) 0211)L5 *Cross Street: fe&--Aa 'yam- .02/V6— *Phone No.: JV® PAidn/E Permit No.: '3173 Tax'Map District: 1000 Section: 51 Block: / Lot: / - *BRIEF DESCRIPTION OF WORK (Please Print Clearly) - W///n/6 OA' 2 rim �/ 116,tCh 'Ai . t2EG&-s'F-V L/6Nryvb (Al clv/iv6 O/kms', SMS//_t' f- CrAfjeDn/ 0&°)--671.1-'012-S /Ns-no i l-b 415- p N. F_(. (Please Circle All That Apply) • is job ready for inspection: / NO Rough In Final *Do you need a Temp Certificate: YES 0 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 4dditional Information: PAYMENT DUE WITH APPLICATI N Voui, 421.035-` ° 7 ( IS koc 82-Request for Inspection Form 3- 702) 1 „0, /OF I0,�®��QF SO(/jyol Town Hall Annex 4 : Telephone(631)7654802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q i Southold,NY 11971-0959 . a0 1� 4 • =TCOUMO ,-1 November 19, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Antoine VanHoren 20 W 88th St. New York, NY 10024 Re: 1200 Leeton Dr, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39793 — Interior Alterations . • • 6" DIAMETER • t 1. REELECTIVE REP, -7.,. , ,.,, ROMAN ALPHANUMERIC ` :=t'PANTONE •• •-. ••DESIGNATION.OF`COl`1STRUCTION (PMS)#187 I .• I 1... • • • ,•T'xPE-A'ASED ON SECTION 602 OF THE BUILDING CODE OF NEW • YORK STATE 2"11/1111: :,. REFLECTIVE . ( WHITE 1/2"STROKE } . DE tdhA1fortFORTftIICTUtat _- r, --- .- ! , .-- AGOh7P.ONO1tSinita-AIj.EOF. . . ` E TRUSS CZ N$TRUCTION . - - - `F" FLOOR FRAMING,111cLUaING , BEA GIRDERS AND M$'• - "R" ROOF.-IIRAMING.: - • • `FR` Fl.00}i A143 AtterFIIZAi$1AYG - - •• • • n- ,t,..IDENTIFICATICNSIGN • . .,- COMPLIANCE1/1/111-1 19 I C RR PART..1?0,5 t . . - . - CODES DIVISIam DOME TRUSS IDENTIFICATION SIGN DATE03/0E3,2005 - °'" .--- NEW YORK STATE DEPARTMENT OF STATE "\-&-N.--:1'A•..'?? DIVISION OF CODE ENFORCEMENT ' toeP.SR7x+EFlT•'. A-y -'' " •5. AND ADMINISTRATION I i - • C #c c , 301.4 Dead Load. The actual weights of materials and construction Thomas Vulpis Jr., R.A. �j E E A 0 T - S • shall be used for determining dead load with consideration for the 7 Crystal Brook Hollow Road THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE 23. PROVIDE BLOCKING FOR FLOOR JOISTS AT 8'-O" OC MAXIMUM. dead load of fixed Service equipment. TRUSSP�ACARDtNGREQUIRED RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES 24. LAMINATED LUMBER TO BE TRUS JOIST MACMILLAN MICROLLAM LVL 1.9E SERIES Port Jefferson N.Y. 11777 AND PROGRAMS IN CONNECTION WITH THE WORK. (OR EQUAL). LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS TABLE R301.5 RESIDENTIAL CODE OF NEW YORK STATE MINIMUM UNIFORMLY INDICATED ON PLANS - NO SPLICING PERMITTED. LAMINATED LUMBER IS ( TABLE R301.7 ALLOWABLE DEFLECTION OF 1. DO NOT SCALE DRAWINGS. NOT TO COME INTO CONTACT WITH CONCRETE. IN CELLAR GIRDER LOCATIONS DISTRBUTFD I IVF LOADS (IN POUNDS PFR SQUARE FOOT) STRUCTURAL MEMBERS 2. ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS PROVIDE ACQ BLOCKING ALL AROUND BEAM POCKETS. MULTIPLE MEMBER BEAMS USE DEAD LOADS UVE LOAD NOTED OTHERWISE. TO BE FASTENED TOGETHER AS PER MANUFACTURERS SPECIFICATIONS. ATTICS WITH LIMITED STORAGE g,h 15 20 STRUCTURAL MEMBER ALLOWABLE DEFLECTION4 61, 3. THE CONTRACTOR SHALL GIVE ALL NOTICES & COMPLY WITH ALL LAWS, 25. ALL STRAPS AND CONNECTORS TO BE "SIMPSON STRONG TIE" OR EQUAL. ATTICS WITHOUT STORAGE b 15 10 Rafters having slopes greater than 3/12 L/180 ORDINANCES, RULES, REGULATIONS 8c LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK & SHALL 26. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR DECKS e 15 40 with no finished ceiling attached to rafters �1� P��6 E � t 'I o 0 PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS & SPECIFICATIONS OTHER MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. EXTERIOR BALCONIES 15 60 AREtoo o RO 27. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. Interior walls and partitions H/180 DATE: 5--m/ E.P.#✓-1-'�i s- - AT VARIANCE THEREWITH. FIRE ESCAPES 15 40 /� 4. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT 28. ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS. OWNER OR GUARDRAILS AND HANDRAILS d o 200 i Floors and plastered ceilings L/360 FE0-' �v WITH THE ARCHITECT WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK. CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS. SUCH All other structural members ?y� D{ • AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED GUARDRAILS FILL-IN COMPONENTS f p 50 i L/240 NO FY BUILDING DEPARTMENT AT 5. OWNERPASSENGER VEHICLE GARAGES a 40 50 a Exterior walls w/ plaster or stucco finish H/360 ARCHITECT & THEIR AGENTS & EMPLOYEES FROM ALL CLAIMS, DAMAGES, PROFESSIONAL. LOSSES & EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES 29. LUMBER JOISTS, I-JOISTS AND TRUSSES SHALL BE LOCATED DIRECTLY OVER STUDS WHEN ROOMS OTHER THAN SLEEPING ROOMS 15 40 765-1802 8 AM TO 4 PM FOR THE SLEEPING ROOMS 15 30 Exterior walls- wind loads w/ brittle L/240 ARISING OUT OF OR RESULTING FROM THS PERFORMANCE OF THE WORK USED IN CANTILEVER OR SETBACK CONDITIONS SUPPORTING LOAD BEARING WALLS. finishes FOLLOWING INSPECTIONS: PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE: 30. ALL STEEL TO BE ASTM-A36 AND TO BEAR ON STEEL COLUMNS AS INDICATED STAIRS 15 40 c Exterior walls- wind loads w/ flexible 1/120 1. LLOWI ATION - TWO REQUIRED Phone: (631) 466-8358 (1)IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH ON PLANS WITH MINIMUM 3/8" BEARING PLATES UNLESS NOTED OTHERWISE. finishes FOR POURED CONCRETE Fax: 631 828-6566 OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER 31. STEEL FLITCH PLATES TO BE ASTM-A36 AND TO BEAR ON WOOD POSTS AS 2. ROUGH - FRAMING & PLUMBING THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING INDICATED ON PLANS, FLITCH PLATES ARE TO BE "BETTER HEADER" OR EQUAL. For SI: 1 pound per square foot=0.0479 kPa, 1 square inch = 645 mm2, 1 pound = 4.45N. note: L= span lenght, H = span height. Email: tvulpis@optonline.net a. The wind load shall be permited to be taken as 0.7 3. INSULATION THEREFROM AND 32. INTERIOR FINISHES TO BE SELECTED BY OWNER. a. Elevated garage floors shall) be capable of supporting a 2,000-pound load applied over a times the Component and Cladding loads for the purpose 4. FINAL - CONSTRUCTION MUST (2)IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENCY ACT OR 33. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF 20-square-inch area. of determining the the deflection limits herein. BE COMPLETE FOR C.O. OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN b. Applies to attic spaces meeting the requirements in section R802.4.1 for conventional Structural Engineer. ceilingjoists and section R802.10.7 for trusses. Attics with-out storage are those where the b. For cantilever members. L shall be taken as twice ALL CONSTRUCTION SHALL MEET THE I DIRECTLY OR INDIRECTLY EMPLOYED �Y ANY OF THEM OR ANYONE SPACES. SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL gName FOR WHOSE ACTS ANY OF THEM MAY BE UNABLE, REGARDLESS HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. GRADE FLOOR OPENINGS TO maximum clear height betweein joist and rafter is less than 42 inches, or where there are the lenght of the cantilever. RE?UIREMENTS OF THE CGDES OF NEW ( c. For aluminum structural members or panels used in Street not two of more adjacent trusses with the some web configuration capable of containing a YORK STATE. NOT RESPONSIBLE FOR WHETHER OR NOT IT IS CAUSED IN PART BY ANY PARTY INDEMNIFIED HAVE A MINIMUM NET CLEAR OPENING OF 5.0 SQ. FT.), THE MINIMUM NET CLEAR roofs or walls of sunroom additions or patio covers, City State,Zip RETAIN STORM WATER RUNOFF rectangle 42 inches high by 2 feet wide, or greater, located within the plane of the truss. DESIGN OR CONSTRUCTION ERRORS. Phone,Fax HEREUNDER. OPENING HEIGHT SHALL BE 24 INCHES, THE MINIMUM NET CLEAR OPENING WIDTH SHALL For attics without storage, this live load need not be assumed to act concurrently with any not supporting edge of glass or sandwich panels, the PURSUANT TO CHAPTER 236 6. HOMEOWNER DURING CONTRACTOR ECOURSE IS CONSTRUCTION. FOR ALL REQUIRED BE 20 INCHES. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL other live load requirements. total load deflection shall not exceed L/60. For OF THE TOWN CODE. INSPECTIONS DURING THE COURSE OF ARCHITECT IS NOT FROM THE INSIDE OF THE ROOM W/OUT THE USE OF KEYS OR TOOLS. SILL HT. TO BE 44" MAX. panelsM/E/P Engineer RESPONSIBLE NOTTE FOR CERTIFYING EC ANYDPART OF THE CONSTRUCTION FOR WHICH c. Individual stair treads shall be designed for uniformly distributed live load or a 300-pound sandwich used in roofs or walls of sunroom / 9 HE DID VISUALLY INSPECT DURING CONSTRUCTION. 34. EXTERIOR WINDOW AND DOOR GLAZING TO CONFORM TO THE "U" VALUES additions or patio covers, the total load deflection shall Name concentrated load actingover an area of 4 square inches, whichever produces the greater ESTABLISHED IN THE ATTACHED ENERGY CODE COMPLIANCE STATEMENT, GLAZING q not exceed L/120. Street 7. ALL REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE SHALL GOVERN OVER WITHIN 18" OF FINISHED FLOOR TO BE TEMPERED. stresses. City e Zip ALL CONSTRUCTION AND INSTALLATION. ALL STRAPPING, FRAMING AND SHEAR WALL 35. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF PART VIII OF d. A single concentrated load applied in any direction at any point along the top. C©�r i LY '�`.`ITN ALL CODES OF Oty,State,x REQUIREMENTS ARE TO CONFORM TO THE 2001 EDITION OF THE WOOD FRAME THE RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSTALLED BY A LICENCED e. See section R502.2.1 for decks attached to the exterior walls. • CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS, COYRIGHT 2001 AMERICAN AND INSURED ELECTRICIAN. NOTE: ALL UPUFT CONNECTIONS WERE SPECIFIED NCb�! YU+1K STATE & TOWN CODES OCCUPANCY R FOREST AND PAPER ASSOCIATION (AFPA). f. Guard in-fill components (all those except the handrails), balusters and panel fillers shall USING PRESCRIPTIVE DESIGN CHAPTER 3 OF THE 36. INSTALL HARDWIRED SMOKE & CARBON MONOXIDE DETECTORS IN ALL BEDROOMS & be designed to withstand a horizontally applied normal load of 50 pounds on an area equal 2001 WFCM. STEEL STRAPS SHALL BE "SIMPSON STRONG TIE". AS REQUIRED A-N-D-GetitafT•IQNS OF Landscape Arc It 8. ALL CONCRETE WORK SHALL COMPLY FULLY WITH CHAPTER 4 OF THE RESIDENTIAL CODE ONE ON EACH FLOOR LEVEL INCLUDING CELLARS. to 1 square foot. This load meed not be assumed to act concurrently with any other live IF STRAP IS IN CONTACT WITH CONCRETE USE _ Name "E IS UNLAWFUL OF NEW YORK STATE WHETHER OR NOT SPECIFICALLY EXPRESSED IN THESE GENERAL NOTES. 36. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS, OUTSIDE EACH SEPERATE SLEEPING AREA IN load requirement. '- G MINIMUM STRENGTHS AT 28 DAYS: q G-185 GALVANIZED STRAPS. UPUFT CONNECTORS SHALL BE SOJT Ot ER" Street !y "' JT- F1'?'1'1t,1r/1,T 9. CONCRETE SHALL HAVE THE FOLLOWIN THE IMMEDIATE VACINITY OF THE BEDROOM & ON EACH ADDITONAL STORY INCLUDING BASEMENTS BUT g, Applies to attic spaces Wait meeting the requirements for storage per foot-note b. See INSTAR A ACCORDANCE S. THESE DETAILS AND IN ��a BOARD City,State,Zip ' a y - ' r i I I�r 1 NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS AS PER RCNYS SECTION R313.1. ceiling joistsCONFORMANCE TO THE WOOD FRAME CONSTRUCTION MANUAL Se I -L COC �'' Phone,Fax _ ' , :;-'r,' t r3Y 1) FOOTINGS: 2500 psi Section R802.4.2 for conventional and Section R802.10.6 for trusses. For attics } TOTAL(2) FOUNDATION WALLS: 3000 psi (THE (CONCRETE SHALL BE AIR ENTRAINED; 5% < 7% with limited storage and constructed with trusses, this live load need only be applied to FOR ONE AND TWO FAMILY DWELUNGS 1995 SBC HIGH WIND ,____„ S Ui.. "_D TCI,VN J EES OF OW✓�UI rAiI I AIR CONTENT BY VOLUME OF CON+CRETE), INSTALL HARDWIRED CARBON MONOXIDE DETECTORS ON ANY STORY HAVING A SLEEPING AREA, ON ANY those portions the bottom chord of not less than two adjacent trusses with the same ADDITION. UPLIFT CONNECTORS FOR THIS PROJECT ARE CMI Engineer: __-- OF - SLABS ON GRADE EXCEPT GARAGE : 2500 psi STORY WHERE FUEL FIRED APPLIANCES AND EQUIPMENT, FIREPLACES OF ATTACHED GARAGES ARE ^�P ( ) web configuration containing m rectangle 42 inches (1067 mm) high or greater by 2 feet DESIGNED IN CONFORMANCE TO 120 MPH (3-SECOND GUST) --�-K t� S Name 4� GARAGE/CARPORT SLAB, PORCHES AND STEPS EXPOSED TO WEATHER: 3500 psi LOCATED AS PER RCNYS SECTION R313.4. DO NOT INSTALL CARBON MONOXIDE DETECTORS WITHIN OR (610 mm) wide or greater, located with-in the plane of the truss. The rectangle shall fit WND SPEED. Street (THE CONCRETE SHALL BE AIR ENTRAINED; 5% < 7% TOTAL AIR CONTENT BY VOLUME NEAR OPENINGS TO GARAGES, BATHROOMS, FURNACE ROOMS OR AS SPECIFIED BY MANUFACTURER AS OF CONCRETE). MINIMUM CEMENT CONTENT SHALE CONFORM TO THE RESIDENTIAL CODE between the top chord and the bottom of any other truss member, provided that each of Site,State,Zp PER THE RCNYS SECTION R313.4.1 the following criteria is met: Phone,Fax SECTION R402.2 AND TABLE R402.2 37. CARBON MONOXIDE ALARMS TO BE CERTIFIED BY A NATIONALLY RECOGNIZED 10. ALL EXTERIOR FOOTINGS AND FOUNDATION SYSTEMS SHALL EXTEND BELOW THE FROST LINE TESTING LABORATORY AND CONFORM TO UNDERWRITERS LABORATORIES 1. The attic area is accessible by a pull down stairway or framed opening in accordance MEP COMPLIANCE STATEMENT INFORMATION SPECIFIED IN TABLE R301.2 (1) AND A MINIMUM OF 12" BELOW VIRGIN SOIL; WHICHEVER IS DEEPER. STANDARD UL 2034. UNITS MUST BE EQUIPPED WITH A DIGITAL READOUT OF with Theetrus shall80all: and THE EXISTING MECHANICAL SYSTEM IS ADEQUATE TO HANDLE THE ADDITIONAL LOADS CAPACITY IS TO BE A MINIMUM OF 2000 lbs. PER SQUARE FOOT2. truss have a bottom chord pitch less than 2:12. IMPOSED BY THE NEW ADDITIONS ALTERATIONS � �� � � 1 11, SOIL BEARING CO CONCENTRATION ANDA BUTTON TO INDICATE THE MAXIMUN CO CONCENTRATION h. Attic spaces served by a fixed stair shall be designed to support the minimum live load INSPECTION a IR���`"��QI AS DETERMINED BY A LICENSED SOILS TESTING AGENCY. SINCE IT WAS LAST RESET. LOCATIONS AS REQ'D• specified for sleeping rooms, THE EXISTING ELECTRICAL SERVICE IS ADEQUATE FOR PROPOSED ADDITIONS / 1 12. ALL FOUNDATION WALLS SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING 38. ALL PLUMBING WORK SHALL COMPLY WITH PART VII OF THE RESIDENTIAL CODE OF I. Glazing used in handrail assemblies and guards shall be designed with a safety factor of ALTERATIONS TO THE BOTTOM OF THE FINISHED GRADE, FOUNDATION WALLS SHALL NOT HAVE NEW YORK STATE AND SHALL BE INSTALLED BY LICENSED 8c INSURED PLUMBER. 4. The safety factor shall be applied to each of the concentrated loads applied to the top (AS PER S.C.D.H.S. REGULATIONS). NO NEW BEDROOM HAS BEEN IGAT�ON Seal: Urlauthorizedaiteratfonor LESS THAN 3/8" PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE 39, BATHROOMS AND KITCHENS WITHOUT NATURAL VENTILATION SHALL BE MECHANICALLY VENTED AS PER of the rail, and to the load on the in-fill components. These loads shall be determined ADDED. HEALTH DEPARTMENT FILING IS NOT REQUIRED. PLUMBER CERT[F FgRE ���REOAgC, addition to this document ha WALL. THE PARGING SHALL BE DAMPROOFED WITH A BITUMINOUS COATING, 3 SECTION M1505 OF THE RESIDENTIAL CODE OF NEW YORK STATE. independent of one another, and loads are assumed not to occur with any other live load. p �QNTENrBE Y 0� PS VU4 'Si, violation of Section 7209 of the POUNDS PER SQARE YARD OF ACRYLIC MODIFIED CEMENT, 1/8" COAT OF KITCHENS: 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS Qf LEA SURFACE-BONDING MORTAR COMPLYING WITH ASTM C 887 OR ANY OF THE BATHROOMS: 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS CONFORMANCE STATEMENT. THE EXISTING 1ST. STORY HAS BEEN MODIFIED TO SUPPORT THE NEW LOADS IMPOSED CCUPANC Q4.,oV Aj,ON New York State Education Law. FOLLOWING WATERPROOFING MATERIALS. IN AREAS WHERE A HIGH WATER TABLE EXHAUST AIR SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR ANOTHER DWELLING UNIT. BY THE ADDITIONS INCLUDING UPLIFT AND SHEAR it OF .a �N WATER = e;o�' i These documents(or copies of FO THIS PROJECT COMPLIES WITH NE MECHANICAL CODE OF NY STATE, CHAPTERS 12 USED t-- " d r EXISTS, WATERPROOFING MEMBRANE TO BE 2-PLY HOT- MOPPED FELTS, 55 POUND A. 40. DOMESTIC HOT WATER PIPES TO BE INSULATED. 1. THESE PLANS HAVE BEEN DESIGNED IN COMPLIANCE WITH RESIDENTIAL CODE OF THROUGH 24, CHAPTERS 25 THROUGH 32 AND THE SOLDER yi• NQ"i anythereofJpreparedbyor (25 KG) ROLL ROOFING, 6 MIL POLYVINYL CHLORIDE, 6 MIL (.15 MM) POLYETHYLENE 41. PROVIDE CLOCK TYPE DAY/NIGHT THERMOSTAT. NYS 2010. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL THE PLUMBING CODE OF NY STATE '6 ANN POLYMER- MODIFIED ASPHALT, LAP AND SEAL JOINTS WITH AN 42. ALL HVAC SYSTEMS SHALL MEET THE ENERGY CONSERVATION CONSTUCTION CODE ELECTRICAL CODE OF NY STATE CHAPTERS 33 THROUGH 42. (SEE ATTACHED) AND SUPPLY$YSTE FAD• t G' beanngthe /Engiofthe OR 40 MIL (1 MM) JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN COMPLIENCE WITH THEU O ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. OF NEW YORK STATE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR / RESIDENTIAL CODE OF N.Y. STATE, 2007. EXCEED,2/'1 F.1% p3 � �,, Architect/Engirteer,shan not 2010 ENERGY CONSERVATION CONSTRUCTION CODE (E103.2.1) '9 072 C)P be reused for ar'extensions of 13. CONCRETE MASONRY FOUNDATION WALLS SHALL BE CONSTRUCTED IN CONFORMANCE TO TO SUBMIT THE DESIGN AND DRAWINGS OF THE MECHANICAL SYSTEMS STAMPED AND TO THE BEST OF MY ABILITY I HAVE PROFORMED A VISUAL INSPECTION OF ALL EXPOSED �OFNEN'�� the project or any other project SECTION R404 OF THE RESIDENTIAL CODE OF NEW YORK TATE.S2. THE REFERENCE STANDARD THAT WAS UTILIZED IN THE DESIGN OF THE STRUCTURE STRUCTURAL ELEMENTS AND WITH FIELD MEASUREMENTS HAVE VERIFIED NE DEPTH OF vvittxwtthewrrttenconsentof 14. TRENCH FOOTINGS, WHERE PERMITTED BY LOCAL BUILDING DEPARTMENTS, 43. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL HAVE GLAZED IS THE AMERICAN FORIEST & PAPER ASSOCIATION (AF&PA) WOOD FRAME STRUCTURAL FLOOR, WALL, ROOF AND CEIUNG JOISTS AND HAVE FOUND THESE the Architect/Engineer. OPENINGS PROTECTED FROM WIND-BORNE DEBRIS BY USING WOOD STRUCTURAL PANELS WITH COMPONENTS CAPABLE OF SUPPORTING NEW LOADS UNLESS NEW STRUCTURE HAS BEEN ARE TO SUPPORT ONE STORY ADDITIONS ONLY. A MINIMUM THICKNESS OF 5/8" AND A MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRE-CUT CONSTRUCTION MANUAL.FOR ONE Sc TWO FAMILY DWELLINGS 2001 HIGH WIND EDITION PLUMBrNG 15. ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY. TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS (800-890-7732). THIS MANUAL SHALL BE INCORPORATED INTO THE DRAWINGS SHOWN. ALL PLUMBING WAST E 16. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS SHALL BE AS INDICATED ON TABLE R301.2.1.2 WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. &WATER LINES NEE_ UNLESS NOTED OTHERWISE. T STUDS, ETC. TO BE DOUGLAS FIR- 44 STAIRWAYS, LANDINGS AND HANDRAILS SHALL CONFORM TO SECTIONS R311.5.3, R311.5.4, R311.5.5 AND R311.5.6 TES;►t1G BEFORE COVERING Project: 17. ALL WOOD FRAMING, INCLUDING JOISTS,'BEAMS, POST, TU 3. DESIGN LOADS HAVE BEEN CALCULATED PER ASCF7-05 _�,._. LARCH #2 OR BETTER, MODULUS OF ELASTICITY "E" 1,600,000 WITH A MN. Fb = 1400 psi (2x4), OF,THE 2007 RCNYS. TABLE R301.2(1) (RESDENTIAL CODE OF NEW YORK STATE) Fb = 1000 psi (2x10), Fb = 900 psi (2x12) DIMENSIONAL REQUIREMENTS: THOMAS VULPIS JR. ARCHITECT Proposed Fb ALL LUMBER psi (2x6), Fb =MUST psi (2x:8), CLIMATE AND GEOGRAPHIC DESIGN CRITERIA STAIRWAY: RISER 8 1/4" MAXIMUM, TREAD 9" MINIMUM. TREAD AND RISER VARIATIONS SHALL NOT EXCEED 3/8" =~�+ 18. & PLYWOOD BE GRADE STAMPED. :. 19. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. -•-` STAIRWELL WIDTH: WITH HANDRAIL ON ONE SIDE: 31.5"; WITH HANDRAIL ON BOTHSIDES: 27", ' GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER f WINDOW AND DOOR OPENINGS REQUIRE HEADERS. ALL HEADERS ABOVE 36"'MINIMUM ABOVE HANDRAIL. db ICUREQUIRED R FLOOD- Van H o ren HEAD ROOM: 6-$ MINIMUM SNOW SPEED DESIGN WEATHERING a FROST LINETERMITES cHAZARDS- t` 20. ALL i e g • OPENINGS NOT CALLED OUT MUST REFER TO HEADER SCHEDULE. LANDINGS: THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THE DOOR OR THE STAIR LOAD CATEGORY DEPTH 21. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. SERVED AND 36" MINIMUM IN THE DIRECTION OF TRAVEL. AS PER IN FLOOR SYSTEMS BENEATH ALL45 LB/SF 110 C SEVEREMODERATE yES F.E.PER es i d e n c e 22. SOLID BLOCKING IS TO BE INSTALLED HANDRAILS: 34" MINIMUM HEIGHT AND 38 MAXIMUM HEIGHT. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS ALL CRIPPLERS T09E KING STUD STRAPPING, TYP. 36" DEEP TO HEAVY N.F.I.P. FLOOD STRUCTURAL POSTS WHEREMBLOADS ARE TO BE TRANSFERRED TO HEADERS, SHALL HAVE INTERMEDIATE RAILS THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4" IN DIA. STRAPPED TO HDR BEAMS, OR OTHER MEMBERS BELOW. - - SEE DETAIL 5 OR 6 MAPS 45 DRYER EXHAUST SYSTEM SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, SHALL CONVEY THE 0R ( For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. 1200 Leeton Drive MOISTURE TO THE OUTDOOR AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. THE 5I� MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE of [15 Southold, N.Y. DRYER LOCATION TO THE WALL OR ROOF TERMINATION. - _--IF`, HEADEZ, SEE -DOUBLE TOP PLATES, TABLE 3.1 NAILING SCHEDULE WALL STUDS AT PLAN 'OR SIZ MINIMUM WALL AND HEADER STUD REQUIREMENTS 16" O.C. MIN AT NUMBER OF NAILS NAIL SPACING :-.N.. RA Addenda/ Revisions: c JOIST DESCRIPTION MAXIMUM HEADER SPAN (FT.) FRAMED OPENING FULL LENGTH ROOF FRAMING ' ' ' 12' 15' � 18' FOR NEW WIDOW WALL STUDS Number Date Description PER RAFTER 3 6 9 RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.3A) (OR EXTERIOR CEIUNG JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.3A) PER JOIST NUMBER OF HEADER STUDS SUPPORTING END OF HEA ER SEE DETAIL 1 THIS DOOR) - - CEIUNG JOIST TO PARALLEL RAFTER (FACE NAILED) (SEE TABLE 3,7) EACH LAP 1' 1 2 2 2 2 SHEET FOR PLATE TO N SPEC IL upu f ` CEILING WALL STUD C NET S II ' NG JOIST LAPS OVER PARTITION (FACE NAILED) (SEE TABLE 3.7) EACH LAP UNSUPPORTED WALL STUD NUMBER OF FULL LENGHT STUDS - COLLAR TIE TO RAFTER (FACE NAILED) (SEE TABLE 3.4) PER TIE HEIGHT SPACING AT EACH END OF HEADER STRAPPING .oe - REpUIR;EDIITHIS AflEA BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 12 IN. 2 2 3 3 3 3 BOX BD. _� - 10' OR LESS 16 IN, 2 2 3 3 3 3 n II II WALL FRAMING 24 IN. 1 2 2 2 2 2 SILL BDS. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1* PER FOOT 12 IN. 2 2 3 4 5 5 , TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d JOISTS-EACH SIDE GREATER THAN 10' 16 IN. 2 2 3 3 4 4 JACKS AND KINGS TYPICAL SAME STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. 24 IN. 1 2 2 2 3 3 i AS WALL STUDS, DETAILS 1 AND 2 HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDGES DETAIL TYPICAL FRAMING AND UPLIFT CONNECTIONS TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD ( i DETAIL• FOR OPENINGS 3-16d PER 2X6 STUD FORI EFRAMIING AND UPLIFT CONNECTIONS NOT TO SCALE DOORHEADERSSTRAP AT AND A 4-16d PER 2X8 STUDTO BOTTOM PLATE TO FLOOR JOIST, BANDJOIST OR END BLOCKING 2-16d 1*,2* PER FOOT j NOT TO SCALE PRESCRIPTIVE METHOD: 1 1/4" GALV.: 20 GA. COIL STOCK, FULL BEARING ON A (FACE-NAILED) HEADER AND 12" MIN. ON STUD. a FLOOR FRAMING TABLE R301,2.1,2 WIND-BORNE DEBRIS PROTECTION FASTENING f BR 4-8d PER JOIST IT TO TL, TOP PLATE R DIRDER (TOE-NAILED) 2-8d EACH END SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d BUILDING AREA C ALC U L A TI 0 N S BRIDDGING TOOJOIST (TOE-NAAILED) BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK FASTENER SPACING EXISTG LOWER FLOOR AREA = 1,256 S.F. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST BEAM (TOE-NAILED) 3-8d PER JOIST FASTENER panel span 4 foot 6 foot EXISTG FIRST FLOOR = 1,256 S.F. JOIST ON LEDGER TO 3-16d PER JOIST < BAND JOIST TO JOIST (END-NAILED) 2-16d, 1* PER FOOT A TYPE 4 foot <panel span <panel span BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) <6 foot <8 foot ROOF SHEA ING PROPOSED FIRST FLOOR AREA = 0 S.F. Date: April 30, 2015 STRUCTURAL PANELS 8-d (SEE TABLE 3.8) 2 1/2" #6 16" 12" 9" PROPOSED LOWER FLOOR AREA 0 S,F.. DIAGONAL BOARD SHEATHING wd. screws PROPOSED ATTIC SPACE OVER 7'-6" 0 S.F. Scale: AS-NOTED 1" X 6" OR 1" X 8" 2-8d PER SUPPORT 1" X 10" OR WIDER 3-8d PER SUPPORT 2 1/2" #8 16" 16" 12" I ING SHEATHING Wd. screws Drawn By: TLV CEL GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELDChecked By: TLV WALL SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3,9) • FIBERBOARD PANELS For SI 1 INCH = 25.4 MM. 1 FOOT = 304.8 MM. 1 POUND = , 7/16" 6d 3" EDGE / 6' FIELD 25/32" 8d 3" EDGE / 6' FIELD 0.454 KG. 1 MILE PER HOUR = 1,609 KM/H GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD HARDBOARD 8d (SEE TABLE 3.9) a. This table is based on 110 mph wind speeds and a 33-foot Drawing Title: PARTICALBOARD PANELS 8d (SEE TABLE 3.9) mean roof height. )E3/8"? HOLES (TO FIT DIAGONAL BOARD SHEATHING b. Fasteners shall be installed at oppisite ends of the wood OVER HANGER BOLTS) 1" X6" ORI" X8" 2-8d PER SUPPORTGENERAL-NOTES 1" X 10" OR WIDER 3-8d PER SUPPORT structural panel. SPACED 16" O.C. AS I c. Nails shall be 1Od common or 12d box nails. �• PER TABLE R301.2.1.2 FLOOR SHEATHING • STRUCTURAL PANELS 8d 6" EDGE / 12" FIELD d. Where screws are attached to masonry or masonry/stucco, 1" OR LESSthey shall be attached utilizing vibration-resistant anchors having GREATER THAN 1" 10d 6" EDGE / 6" FIELD DIAGONAL BOARD SHEATHING a minimum ultimate withdrawal capacity of 490 pounds. -WOOD STRUCTURAL 1" X 6" OR 1" X 8" 2-8d PER SUPPORT PRIMED AND PAINTED PANEL (7/16" CHK.)TO Drawing Number:.) 1" X 10" OR WIDER 3-8d PER SUPPORT TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING MATCH EXTERIOR SIDING INTERIOR A 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O,C. AT THE PANEL EDGE, IF WALL SHEATHING IS NAILED SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d ______(")--.-(')--(1 ' 3" O.C. AT NE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL 110 120 125 130 140 145 150 160 170 BE DOUBLED, OR ALTERNATE CONNECTORS, SHALL AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 3 second gust 85 90 100 10. ' 1 r 2. WHEN WALLSHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, NE TABULATED NUMBER OF NAILS SHALL BE PERMITTED fastest mile 70 75 80 85 90 100 105 110 120 125 130 140 150 TO BE REDUCED TO 1-16d NAIL PER FOOT. I For SI 1 mile per hour = 1,609 km/h fi_ Thomas Vulpis Jr., R.A. 7 Crystal Brook Hollow Road .a Port Jefferson N.Y. 11777 A 'IL oo foo 0 ,si L , Phone: (631) 466-8358 Fax: (631) 828-6566 Email: tvulpis©optonline.net Structural Engineer: Name Street City,State,Zip Phone,Fax M/E/P Engineer: Name Street . City,State,Zip Phone,Fax Landscape Architect Name Street City,State,Zip Phone,Fax Civil Engineer: Name Street 1 City,State,Zip NEW HEADER, FLUSH AT < NEW HEADER Phone,Fax `I/ SUNROOM/LIVING RM. LOW AT it ' T \ STEEL PLATEtk LIVING RM/ WITHKITCHEN �� STEEL PLATE WITH / 34'-5" / / 34'-5" (4) (4) / LAG BOLTS TO ATTACH LAG BOLTS TO ATTACH F TO HDR. TO HDR. Seal: Unauthorized alteration or BRED qR addition to this document is a �t C violation of Section 7209 of the �,., i.,9 V U ,6i,s New York State Education Law. NI til 0 't- _i_____- - - - - - - - - - - - - - - - - - _ - _ - _ - 1 I I �I I I 113— I I • 10 0 .�;, a;:. These documents(or copies of drx * any thereof)prepared by or F / bearing the seal of •CONTINUOUS 3r STEEL , CONTINUOUS 3Y" STEEL �'��� EX. W.C. 1 �►� -1 Architect/Eng neer,sshall not -) Xlr --., O O be reused fora extensions of COLUMN FROM ROOF BEAM COLUMN FROM ROOF BEAM 1O v EX' '9 30 7 2� Q� the oectora other project TO FOOTING. BRACE AT TO FOOTING. BRACE AT Li o — a - - BATHRM 'zT' 1FOFNEV•,�p without the writttenconsnof . 10 :2 (0 - ' the Architect/Engineer. FIRSTFLOOR LEVEL FIRST FLOOR LEVEL e ® /� EX. KITCHEN ,,,: ( C Ls:-3 O O EX. VAN co � a REMOVE DOOR EX. BEDROOM Project: { Pro �, NEW 30" X 30" X N 1 AND ADD SHOWER FRAME co a 24" DEEP P.C. Z EXISTING Proposed N FOOTING J N BATHROOM 388 "" Van Horen _ ` 2) 2"E BE"R �iE R(BEAT#23 eF -7 EQU• MAX. .AD � /FT i .. _ _A _ _ _ _ _ _ � -e ------:-- -_ - - - _ A.I. Residence EXISTING WOODEN L _ J EXISTING WOODEN 15' ." CONTINUOUS 3) STEEL BRACE COLUMN AT PILES PILES / / COLUMN FROM ROOF BEAM 1200 Leeton Drive FLOOR CONTINUOUS 3Y STEEL 19: F. X /FT - 8910 15.5 F F . STEEL PLATE WITH (4) INTERSECTION ` COLUMN FROM ROOF BEAM TO 575# P'• FOO OAD FIRST TO FOOTING. LEVEL AT CL CL Southold, N.Y. LAG BOLTS TO ATTACH FOOTING. BRACE AT FlRS'T CONTI IOUs 3 • STEE TO PILE TOP CONTINUOUS 3l¢" STEEL EXISTING WOODEN FLOOR LEVEL, DTL 4/A2 CO . N FR•- ROOF : AM Li COLUMN FROM ROOF BEAM PILES VERIFY LOCATION WITH a . CEN ' / TOP •F PILE Addenda/ Revisions: o TO CENTER / TOP OF PILE. COLUMN ABOVE o BRACE •T FIRS OOR 1.0 BRACE AT FIRST FLOOR (0 LE X. INC ` _ Number Date Description i