The URL can be used to link to this page

Home My WebLink About36053-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 7/15~011 CERTIFICATE OF OCCUPANCY No: 35066 Date: 7/15/2011 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 3165 Route 25, Laurel, SCTM #: 473889 Sec/Block/Lot: 125.-1-2.31 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/29/2010 pursuant to which Building Permit No. Lot No. filed in this officed dated 36053 dated 11/29/2010 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: 22' x 56' pergola addition to an existing winery as applied for. The certificate is issued to Laurel Lake Vineyard Ltd (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PEI~MIT NO. 36053 Z Date NOVEMBER 29, 2010 Permission is hereby granted to: LAUREL LAKE VINEYARD LTD 3165 MAIN ROAD LAUREL,NY 11948 for : CONSTRUCTION OF A PERGOLA (22'X 56')AS APPLIED FOR at premises located at 3165 MAIN RD County Tax Map NO. 473889 Section 125 pursuant to application dated OCTOBER Building Inspector to expire on MAY MATT/LAUREL Block 0001 Lot No. 002.031 29, 2010 and approved by the 29, 2012. Fee $ 742.80 / kuthorized S i'g-n~t ure ORIGINAL Rev. 5/8/02 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: I. 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 of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. ~ (~vO '55 Health Dept. Approval: Street Hamlet Block /t Lot '~. 3/ Filed Map. Lot: Date of Pe~it. Applicant: Unde~fiters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ '~, ~ Final Certificate: (check one) Applicant Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ]FIRERESISTANT(~NSTRUG~ION [ REMARKS: [ ] ROUGH PLBG. [ ] INSULATION ~FINAL [ ] FIRE SAFETY INSPECTION RESISTANT PENETRATION DATE Condon Engineering, P.C. New York State Licensed Professional Engineem 1755 Sigsbee Road Mattituck, New York 11952 condonengineering.com 63t-298-1986 Fax 631-298-2651 June 29, 2011 Mr. George Gillen - Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 RE: Laurel Vineyard Trellis Addition - Building Permit ~G6053 JUL - 1 2011 BLOG DEPT. IOEL~LQF S~UTHOLO Dear Mr. Gillen: I inspected the footings for the new structure pdor to being backfilled and found them to be installed in accordance with the plans. I also inspected the ledger board connection to the existing building structure and found it to be structurally acceptable. To the best of my knowledge the completed work at the site is in accordance with the New York State Building Code. If you have any questions please call me at 298-1986. Yours truly, PE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631[) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c /!/~o~, 2o [///'t~, 20 / t9 Expiration 5'V&7 , 20/:zJ PERMIT NO. ! Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 tb a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a"~corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ L~{~..~...~ {._~[~,?~ ~} [ ~x~.~X] ~..~"~ (As on the tax roll or latest deed) I..f~a_.~licant. is a~t~.x~L~ignature of d.uly, au~orized officer (Name and title of corporate officer) Builders License No. ~k~E:;:3 ~"~'-,~ Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc~ion of land on which proposed work will be done: House Number Hamlet County Tax Map No. 1000 Section / ]_~ Block O/ Subdivision Filed Map No. Lot ~ ~ ,~/ ~ Lot State existing use and occupancy of premises and intellded use and occupancy of proposed construction: a. Existing use and occupancy 'x~ \Si4'~,x,)~x~"N"~ ~ . b. Intended use and occupancy ?~,Q,"'O~_.~ '*"I~- .~i~k,~x~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ,~. ~ ,"xo--~ 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of e~j, isting structures, if any: Front'..3..~, .,.` Height \.~, Number of Sto~:i~'s' Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1¢~,(~:~ (,,'xl¢S-'h~: ~ ~.~"'5~x'~ l=k-"4Z,\,l~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO~ 13. Will lot be re-graded? YES NOA Will excess fill be removed from premises? YES NO~ 14. Names of Owner of premises. Name o f Architect ~'"5<:2~x~ Name o f Contractor~3-O \ %~ 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B,E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Address Phone No. Address'V~ S~ <~\ ~eJi~g, ~hone No Address's~"x'~'~'/~"a~x~ ~one No. 5 NO 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 ) --.~'~\0\ ~.~ ~-"~JOX,\['\~,/ being duly sworn, deposes and says that (s)he is the applicant (Name of individual sig~ing contract) above named, (S)He is the ~ %*'Q"% ~ X~h,,~,'~,' ~:~-- ~contrac~or, Agent, i2orporate 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 tree 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 -, ~ ~--Notary Public~Stat~ of New Yor~VICtO TOTH -*...., -*~, Sot 'PuUic .__ ,. Signature of Applicant-"' ~umrnlss 0. ~pires/ul¥ 28, 21) '? · . TOwn of So.uthold Erosion, Sed,me~ati°n & 8~orm-Water Run. Off ASSESSMENT FOR-~ PROPER'~y LOC~TION: S.C.T.M. ~ $COPE OF WORK - PROPOSED CONffl~UC~ON b, WI~ b the Tolal ~ea of Land cle~f~g PRoviDE BRIEF PROJECT G~neral DEC ~ Requiremepts: d~atudaam~s M °ne U) m mom acres: lnclud~g dlsturbances ot'le~ I~ cee acm 1bat Ir~ludlmj Co~tmclk~ aciivlt~es ~g ~ d~mr~ ~ ~ ~n ~e (1) ~ ~m STATE OF NEW'YORK, COUNTY OF .................................. ; ......... SS ~,,,,:k~..~.~.~..~;.. :: '. ........... ~-~,~*~m ~ ' - . ~ 'i~'~ ,' P°~and~aysthatheYsbe~stheapplh~mtforPermit, . ~uvme~, c~4~d~, cotp~r-~ ~; ~:) ............................................................... Own~ and/or represema~ve of the O~ner or Owners, and ,. d~7 ~thofized to perform o~ have performed ~c ~d ~dt and to make and file this application; that all stnt-ments Contnined in this aoollcadOn - -- · .... that the work will ii, arc n'ue to thc ~.st ofhis lmow]edge ~d beli~ and be performed in the manner set fogth in the application filed herewith. Sworn to before me this; .................... ..................... No~P~buc: ...X.~~. _ . ..................... ~'g VICKI FORM - 06/10 Qualified in Surf0 k ~0unt~ Commission Ex~ire~ My ?~ ~b [ c.,-, ' , --- '"'"" ;;~,~"~'. "".4: ,s ~,,~ , : J J '~ ~,,.',,,',,,,'--.,,~ -,. ,.-~ ,,,, --=-! ... i[ Il I I1_ ' JELL DETAIL .~,., .,~x.~t. 1500 GAL. $~TIC TANK j L_~J~_ , ' ,.,. , ~ / ~o SC,,L~ ,"~;. ] ~. ~o SCALE '" '~ ~ " .' ~"~ ~ ~ ' POOL , W NO ~C~LE " ' L"~ O~ , ~ ~M ~AINS ~THIN §0 OF PROPOSED WELL ' ~'-- - ~ / [ ...... ~ ~ c.~ ' ~1--- uMqSED CESSPOOLS ENGINEERING DESIGN AND I ~__~ ~' / j r ~ ~ * ~o/i ~/./~?~ CALCULATIONS j ~ ' ~ ~' ~ ~ ~ gsa'~ , JOSE~ FISCHETTI, PE. , [ ~ ,~ /' .- ~ / /TM d ,, /~_ ~ , , , . -- ~ , .. [ ~ ~ I ..-- ~ '~ I / ~ , ~ ~ ~ I ~ / . ~ ~ ~ x I * ~ ~ellx c "~ ~ ~ . ~ z ~ ~ ~ ~' z '~ ~ ..... . . · "~ ~. , ~ m~ [ L ~ h / ~ / / ~/ . u. ~us~L ~ ,,.fl. , ~/, , ~ ~ ~ ~TS LOT COVERA~ 001 I~ [ a~ ~ - ~ ] ~TA[ 1700 sq. fl. I 200 =f, ll. 8.5 ~t. ~USTRIAL ~800'=~,it./ ~00 =q, fl. ~.6 ~ARY ~~8 . CASE NO. 96-1 ~ I100 sq. fl. / I~ ~q, fl, . .......... GROUND WA TER MANAGEMENT ZONE IV 20 Acres(Less Weflah8~) . 3009.p.d.= 6000 ~.p.d. a~ WINE TASTING AREA 57 acc ~ 5 9d. locc 285 ~pd. ~11~ ~L~ ~ ~ ~.~ ~,~ pR~ INDUSTRIAL 1800 sq. fl, ~ 004 9d./~q Il 72 ~d. ' ~ .. STORAGE- WINERY BLDG 3500 sq. ft.x 0.04 9d/$q. fl. 140 ~p~. I ~1 IWP I I ~ K b I/lAIN Y ~ WI l%' ~ / ~"~ SP~S $~LED ~ STORAGE- AGRICULTURAL BLDG. ~ ivi t~b ~1 Il rib ~ Il ~ m nm ~ ~ I ~ ~oo ~.it. ~ o.o~ ~oi/~.fl.~o~ ~. ......... ~- ~- -:~.~-L .... ~-2---~ . ~ TIC TANK 00SED USE WINERY - ~ ~ ~ . ~ '~ '~ ~' ' '~ ~ ........ F/RE ~I.~T~IP~ I ~ ~C~ [ I ~EC~~ ~'A ROOF AREA PFt~pE 4 - I0 fl. din pools 16 ff.'deep - STORAGE BUILDING 3500 · 500" 0.4~ 1470 / 50, E4 cu. fl/flo E9.~6/ $ fl. PROVIDE 4- $ ft. ~la. pool~,B 1470 cu, fl. g9.~6 V.F. 3.66 PROVIDE ~- 8' dlo, 667 !~pd./I.5 gpd. sq. It. 445 ' sq. it.I 25,1 sq. fl, lvert, ft, ($' dl~. pdol Ia'Deep PROCE881~ WASTE 900 gel Septic Tank & 8' din. LeacNng Pool 1~ If. deep Estimated iDolly Wos~ewoter from Process System= 75 445 sq, It, of ddewdl 18 V.F. July 15~ 1996 ELEVATIONS & C~NTOUR L/N~S ARE t~F~RENCED TO FIVE THE' FIVE EASTgRN TOWNS TOPOC-RAPHIC MAP APPLIC~NT~ LAUREL LAKE VlNEYARDS~ LTD. C/O MIKE McGOLDRtCK 29 PERCHERON LANE ROSL YN HEIGHTS~ N.Y. 11577 DE.Fa~ To Existing Water Lines I EXISTING MEZZANINE EXISTING DECK ABOVE ,~- Extedor Building Wall Y~"cw ~ [T~ Y~" HW ~-- Drain Valves To Existing Waste Lines - 4"0 PVC Route Through Roof of Bathrooms and Route Through Eave of Exisgng Building Roof ~. /- Exterior Building Wall / I' ~-4'0 PVC Plumbing Riser Drawings T' ~ lY 2'0 PVC // VC rhis Side Handrail Aitached . '~v Bathrooms Existilng Door xisting Deck Notes: General * All work and matadale shall be in accordance with the New York State Building Code and Lccal Plumbing Cedes. * All hedzontal waste and vent runs of 2 inch waste pipe are to pitched at Y4 inch per foot. The 3 and 4 inch waste and vent piping should also have a 74 inch per foot pitch wherever possible with a minimum pitch of Y~ tach per thor. * Provide all vents shown in the drawings, as required by the Plumbing Code, and as necessary to prevest sipbeuage or back pressure on the trap seals. * Provide cleanouts as shown in the drawings. Provide 18 inch clearance at all 1rap locations. * All wasta and vent pipes, and water supply pipes are to be suppobed by pipe hangers, The hangers shall be installed at a maximum spacing of 4 feet. All verflcel mos are to be supported as required by local and State Cedes. * Pressure Test all waste and vent piping at the completion of rough in. Tightly close all openings in the piping system, and fill with water to a point of overflow, but not less than 10 foot head of water. The water level is to remain level for a minimum of 15 minutes to be considered leak free. All water lines within the buildings are to be Type L copper tubing. * All solder joints are to be made with lead free solder in accordance with local and State Codes. * All water supply piping is to be insulated with t inch thick cylindrical molded glass fiber ~ybe insulation with a 3Y~ lb. bensgy., * Install ball valves at the locations shown on this drawing, Aisc installed gate valves for hot and cold water a{ all fixtures. All exposed water supply piping to fixtures and the valves are to be 67% brass pipe chromium plated. * Run water supply piping to fixtures concealed within walls and hedzontally to fixtures. All pipes are to be equipped with chrome plated esehuteose at all exposed floor and wall penelm~ons. * All water supply piping is to be pressure tested. The initial test is with no connection to the ~xtures and is to be done by capping all openings and pressurizing the piping sys'[em with compressed air to a minimum pressure of 150 psig. The pressure is to monitored for 2 beum and will be considered to be leak f~ee f/the pressure remains constant dedng the test period. After successful completion of this test, the fixtures are ta be connected and the system is to be tested at a pressure of 90 peig for a period of 2 houm. * The water supply system shall be cleaned by filling the system with water/chlorine solution with at Feast 50 ppm of chlorine. The piping is to isolated and allowed to stand for a pebed of 24 hours. The system is to be flushed at the comptation of the test. Scope of Work * Remove existing railings and steps at northeastam end of exlefing deck, *Enlarge lower deck to accommodate new bathrcoms * install new footings for new stair and new pergola columns * Install new bethreoms, ceramic file floor and fixlures. * Install new stair to upper deck to replace exisgng. * Install new pergola CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ~reund SnowLoad Wind Speed Seismic Weathedng Frost Line Termite Decay Winter Design Ice Shield Flood Hazan D~pth Temp. Underlaymeat Required 20 psf 120 mph A Severe 36 in. Moderata Slight to 11 'F Yes to Heavy Moderate Scale: 1/4" = 1'-0" Drawn by: JJC Date: 6-30-2010 APPROVED AS NOTED DATE'/f ~,.~.~,~B p #~ ~40T~¥ ~U~LD~NQ OEP~R~EMT ~T 765-1802 8AM TO 4 PM FOR THE FOLLOWING JNSPECTfONS: 1. FOUNDATION. TWO REQUIRED FOR POURED CONCRETE 2 ROUGH-FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 FrN^L - CONSTRUCTION & ELECTRICAL MUgT BE COMPLETE FOR C 0 LL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, Condon Engineering, 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 Lake Main Road Laurel, New York S-1 30" x 30" x 12" e/w L 30" x 30" x 12" e~N NO.4 Rebar 12' SC No.4 Reber 12" SC E/W E/W L 30'x30"x12"eA, No,4 Reber f2" OC DW §'41' 30" x 30" x 12" e/w No.4 Rebar 12" SC E/W Existing Concrele Slab on Grade ~_ 3g" x 30" x 12" e/w No.4 Rebar f2" SC E/W 30" x 30" x 12" e/w NO.4 Rebar 12" SC (4) 24"0 Sons Tube Footing,~ / [] / Foundation Plan The contractor is to verify all measurements in the field and any discrepancies are to be brought to the agention of the Engineer prior to constmctlon. Foundation 1 - All concrete 3,500 psi alter 28 days minimum. 2 - All rebar ASTM A-615 Grade 60. 3 - Footings are to be installed on undisturbed virgin soil. the bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. Footings adjacent to existing are to be iestalled at the same depth as the existing, Design Lo)ads: - Roof 4Live Load - 30 ps[ Based o¢ ASCE-7 and Pg = 25 ps[ per Fig~ra R3012(5) - Dead Load - 15 psf -Roof anc~ Floor Deck- Live Load - 100 ps[ - Dead Load - 15 psf Wind Loa~ds ASCE-7 [Design - Open Structure 120 MPH Scale: 1/4" = 1'-0" Drawn by: JJC Date: 6-30-2010 Co don Eng neer,ng, P,C. 1755 Sigsbee ROad Mattituck, New York 11952 (631) 298-1986 Main Road Laurel, New York S.2 J [ J /~dge of Existing Deck I Floor Beam Note: Identify in the Field the Size of the Edge Beam at the Building Wall and Check with Engineer as to Adequacy. - Wolmanized 3.5 x 11.875 ... ~'~'~'~ "" LVL Beams 17' SC .~,.~ Flush (3) 1.75 x 16 LVL ',3) 1.75 x 16 LVL Nailed Edges with El are to be Framed with inch Lumber Extedor shealhing is be½ Ceiling with {" Gypsum Board eof First Deck Level and Stair Framing Plan I [] [] Roof & Pergola Framing Plan Deck Surrace Flush Framed (3) 1.75 x t6 LVL- 2x8 ACQ SimpsonLUS2fl Hanger Building Wall Grade Siml Existing Roof Supl Flush Framed (3) 1.75 x 16 LVL- Nail (3) 1.75 x 16 LVL thto Joist and G Wood Framing 1 - All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following minimum specifications: Fb = 825 psi Fv = 95psi Fcberp= 625psi E = t,600,000 psi ~- ~ Existing Roof Support Post Simpson PBS06 ~ Grade '~ " "(4) 24"0 Sono Tube : -- Footings 2- All treated lumber is to be No. 2 or better Southem Yellow Pine with the followieg minimum specifications: Fb = 975 psi Fv = 175 psi Fc perp = 565 psi E = 1,600,000 psi 2- All Laminated Veneer are to have the following minimum specifications: Fb = 2,900 psi Fy = 290 psi Fc berp = 650 psi E = 2,000,000 psi 3 - All Parallel Slrand Lumber Columns are to have the following minimum specifications: Fb = 2,400 psi E = 1,800,000 psi 4 - All beams fabricated with mulgpts Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufactsrer's specifications. 5- All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated connectors, strap etc, on these drawings ara made by Simpson unless indicated otherwise. All connectom, straps etc, are to be nailed/bolted in accordance with the manufacturer's sbecifications. 6 - Solid blocking is to be installed every 8' max or mid span of all floor joists and ra~rs with spans exceeding 8'. 7- All bolts nuts and washem are to be stainless steel or hot dipped galvanized. Steel 1 - All steel is to be ASTM Specification A-36 2 - All bolted connections ara to be made with A-325 hot dipped galvanized bo[ts. i """~'~ ~ " (4) 24"0 Sene Tube I · , , Stair ~ Plan "'~ ~-: ~ Staler Sectio~ Pla__~n I I O'S I Guard/Railing /-- lx4 ACQ 17" OC ix11.875 LVL Beams 17" OC PL15x5½x½hot Dipped Ga~v. ' 0 Hot Dipped Galv. Bolts ' 0 Hot Dipped Galv. Bolts Wolmanized 6 x 6 Wolmaaized PSL 6x6 Column 15" Soho Tube 30" x 30" x 12" e~v No.4 Rebar 12" OC E/W 15" Sono Tube 30' x 30" x 12" e/w No.4 Rebar 12" OC Pergola Section Detail Scale~- 1-0 - Existing Lower eck - Existing Building Wall Note: Identify in the Field the Size of the Edge Beam at the Building Wall and Check with Engineer as to Adequacy. lx4ACQ 17'OC 3.5 x 1 t.875 LVL Beams 17" OC :2) ~" O Hot Dipped Galv. Bolts Wolmanized 3.5 x t4 LVL Pergola Sectio)n Detail Scale~= t'-0"' Wolmanized PSL 6x6 Column - 42" Above Tread , of Handrail- Min. 34' Max. 38" -'Tread: 11" 41 1,1 Guard, Hand Rail and Stair Details Scale~= 1'-0" Scale: 1/4" = 1'-0" Drawn by: JJC Date: 6-30-2010 Condon Eng~neenng, P,C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 Main Road Laurel, New York