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Home My WebLink About33940-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33296 Date: 09/24/08 THIS CERTIFIES that the building ADDITIONS Location of Property: 3165 MAIN RD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 1 Lot 2.31 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 19, 2008 pursuant to which Building Permit No. 33940-Z dated MAY 30, 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 COVERED DECK ADDITION AND ROOF DECK ADDITION TO AN EXISTING WINERY AS APPLIED FOR. The certificate is issued to LAUREL LAKE VINEYARD LTD ( OWNER ) of the aforesaid building. SUFFOLK COUNTYDEPARTMENTOF HEALTHAPPRO%rAL EL~t-i-KICAL CERTIFICATE NO. PLIERS CERTIFICATION DA'r~u N/A N/A Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY bLDG. DEPT. T~WN OF SOUT~OI O This application must be filled in by typewriter or ink and submitted to the Building Depamnent with the following: A. For uew building or new use: 1. Final survey of properly 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 sexverage-disposal (S-9 form) 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used m system contains less than 2/10 of 1% lead. 5. Colranercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible fbr the building. 6 Submit Planning Board Approval of completed site plan requirements. For existing buildings (pFior to April 9, 1957) nou-conforming uses, or buildings and "pre-existing" land uses: I .&ccuiate survey ofplopelty showing all property lines, sh'eets, buildiog and mmsual natmal m topographic features. 2. A properly completed application aud cousent tn inspect stgued by the applicanl. Ifa Ceriificate of Occnl~aacy is denied, the Building Inspector shall state the reasons Iherefor m wfidng to the applicant. I Ceitificate of Occupaocy New dwelliug $25.00, Aclditioi/s to dwelling $2500, Allerations to dwelling $25.00, Switmning pool $25.00, Accessory building $2500, Additions to acccsso~ y building $2500, Businesses $50.00 2 Ce~xificate o£Occupancy on Pre-existiug Building $100 00 3 Copy of Cerlificate of Occupancy ~ $.25 4 Updated Ce~lificate of Occupancy - $5000 5 Temporary CeCLificale of Occupancy - Residential $15.00. Comin¢~cial $1500 New Colmtm,ction: Location of Plope~y: Suffolk C6unty Tax Map No 1000, Section ~ ~ Block Old or Pm-existing Building: _ (check one) House No. Street _ I Filed Map. Subdivision Health Dept. Approval: Plarmmg Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~_~. °to Date of Perlnit. Undenvriters Approval: Hamlet [ot: Final Celtificate: ~'~ __ (check one) 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. 33940 Z Date MAY 30, 2008 Permission is hereby granted to: LAUREL LAKE VINEYARD LTD 3165 MAIN ROAD LAUREL,NY 11948 for : DECK ADDITION & ROOF DECK AS APPLIED FOR at premises located at 3165 MAIN RD MATT/LAUREL County Tax Map No. 473889 Section 125 Block 0001 Lot No. 002.031 pursuant to application dated MAY 19, 2008 and approved by the Building Inspector to expire on NOVEMBER 30, 2009. Fee $ 484.00 Authorized Signature ORIGINAL Rev. 5/8/02 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 REMARKS:__ DATE ~ ~//~/'~ ~ '~ INSPECTOR ~' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~"FOUNDATION 1ST [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE ~mLD]~$1~ECTIONKEI~ORTI ])ATE I CO~T$ , ~)~) ( FOUNI)ATION (1ST) FOt~DATION (2ND) LNS~ATION PER N. Y. STATE ENERGY CODE ~DITION~ CO~S -- 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 Expiration 20__ PERMIT NO. 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 Storm-Water Assessment Form Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 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 isstles 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 c~'i:~ration) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) ~icant is a col~arat, ion, signature of duly authorized officer (Name a~d title of corporate'o~fficer) Builders License No. \~3 Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and o ccupancy~q- 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost %¢ ~.~X~ .~ Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work ~ Alteration (Description) (To be paid on filing thi~ application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~'X~, 7. Dimensions of existing structures, if any: Front Rear ~-"-'~ _Depth Height Number of Stories 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. Sizeoflot: Front Rear Depth 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. 13. Will lot be re-graded? YES__ NO"~ Will excess fill be removed from premises? YES __NO/~4 ~ Address biq~ ~'&~.~ L~qg~ Phone No. ~ ~%~ Address ~ ~ X~OA Phone No~ Address ~q~ Phone No. ~ ~- ~ ~ 14. Names of Owner of premises Name of Architect Name of Contractor 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO '~x~,d * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) cou ,¥S: [J..f~_x,.~ \ ~ ~-'[[ -I~ 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 th~ , C~ ~ day of [-~p~O~. Notary Public /- Condon Enaineerina,.... P.C. iNew York State Licensed Professional Engineers t755 Sigsbee Road '" Mattituck, New York t 1952 condonengineefing.com 631-298-1986 Fax 631-298-2651 May 27, 2008 Ms. Patricia Conklin Plans Examiner Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 patcon kli(~,town.southold ny. us Dear Ms. Conklin: As requested, the following is a revised parking space calculation for the Laurel Lakes Vineyards. The calculation is based on the addition of the existing deck space which will be covered with a roof deck as part of the proposed plan. The additional space only includes the deck area below the new proposed roof deck. Existing Retail -1,700 sf/200 sf per space = 8.5 Light Industrial - 1,800 sf/500 sf per space = 3.6 Office - 1,100 sf / 100 sf per space = 11 Storage - 3,500 sf / 1000 sf per space = 3.5 Total Existing = 26.6 spaces New Deck with Roof- Assembly - 1,585 sf / 100 sf per space = 15.9 ~/~ 7~;~ Grand Total = 42.5 spaces Spaces Provided = 44 Based on the calculations above and the existing parking space allocation, there are sufficient parking spaces to handle the new deck. If you have any question please call me at 298-1986. Yours truly, May 29 08 03:12p John Condon 631-298-2651 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbse Road l, tattituck, New Yo~ 11952 condonengineering.¢om 631-298-1986 Fax 631-298-26~1 May29,2008 MS. Patdcia Conklin Plans Examiner Town of Southoid Building Department P.O. Box 1179 Soulhold, New York 11971 Re: Laurel Vineyards Deck Addition Dear Ms. Conklin: As ~equested, the step from the new font= deck to the existing deck located along the western side of the vineyard building will be installed in accordance w~h the riser limits of 7 inches maximum and 4 inches minimum as specified in Sec~=a 1009.3 of the Building Code of New York State, If you have any question please call me at 298-1986. Yours truly, 85-89-8888 15:13 SOUTHOLD BUILDING DEPT 16317659508 PAGE1 N LIGHTING SCHEDULE ~-PAIR 150WT. SHIELDED INCANDESANT FLOODS ~)-RECESSED TSWT. INCANDESANT EXT, HIGH HAT ~)- 4 'L4GHT 40WT. 2'4 FLORESANT (SOFFIT MOUNT) ~ SHIELDED FLOODS HP5 1700 sq. fl. RETAIL Lt. INDUSTRIAL lBO0 sq. ft. OFFICE f100 sq. fl. STORAGE -WINERY BLDG. $500 sq. fl. AGR/CUL TURAL- STORAGE BLDG. 2600 sq. ft. PARKIN~ REQUIR~i4ENT$ LOT coVERAiI~E TOTAL AREA 23.00 Acres BUILDING LOT COVERAGE 0.01 RETAIL LI. INDUSTRIAL OFFICE ' S TO, RA GE SPACES REQUIRED 1700 sq. fL I 200 sq. ft. lBO0 sq. ff. / 500 sq, ft. I100 sq. fL / I00 sq. ft. $500 eq. fl, t I000 sq. lt. SPACES SUPPLIED ROOF DRAINA~ Roof AREA- MAIN BUILDING 8500 sq. ff. 8500 ~ 0.42 3570 I 68.40 cu. Bl#. 52,19 / 16 ft. PROVIDE 4 - I0 ft. did pools 16 ft. deep ROOF AREA - STORAGE BUILDING 3500 sq. fl 3500" 0.42 t470 I 50.24 29,26/8 fl, cu.ff/ft. PROVIDE 4- 8 fl. dia. pools 8 It. deep SPA CES 8.5 ILO 5.5 26.6 44 3570 cu. fl. 52,19 V.F, 3,26 1470 cu. ft. 2926 V.F. 3,66 LANDSCAPING SANITARY RE~OUIREMENTS GROUND WA TER MANAGEMENT WINE TASTING AREA 57 occ ZONE 5 gaLIocc INDUSTRIAL /800 ~q. ft. '~ 0.04 gal./sq, fl. OFFICE II00 sq. fL '~ 0.06 gd. lsq. ll. STORAGE- IWINERY BLDG. 350C sq. fl.* 0.04 gd/sq, fL ~TORAGE- ~4GRICUL TURAL BLDG. 2500 sq. fl. * 0.04 gd/sq, fl. CALCULA TED FLOW SEP TIC TANK Two Dc~y~ Flow 667 ~ 2 = f~00 qd. ~ept/c Tonk Provided f~O01~BBO sq. ff. I% ~v ~o Ac~eslLes~ We,Ia~ds) ~ 300g.~.d.-- GOO0 ~.~., SITE PLAN OF ~ ~ ~v,,o~ ~..,,.,~. VINEYARDS "' 72 ~pd. LAUREL LAKE ~o~ ~. m T LAUREL au,~ z~ ~c ~[~¢~- _ ..... ~ ~. TOWN OF SOUTHOLD ~o~osro usr, ~~ ~,..o. SUFFOLK COUNTY N Y. ~ . TR~FnC F~O~' ~,,~, . SCHOOL DISTRICT' II cu~e ~/ ~ '[ SECTION ~.~ ~. 1000 - 125 - 0~- PlO 231& 2.32 FIRE DISTRICT ' ~0 ~ DRIVEWAY SECTION Scale, 1" = 20' co~,~,~ o~,,~ July 5.1996 ~ ~ ~ ~' ~ o~ ~.~ ~o 445 sq.#. of sidewofl ~-~-'~ ~v~ ~r~ ~SCR~T~ 18 V,F. ~ 4~mo~s --~ APPLICANT~ IO~O&OlO3 C~'TE SDEWALK - CLASS F ~ ~/z~s ~mno~ LAUREL LAKE WNEYARDS~ LTD. sn~P~V~T CIO MIKE McGOLDRICK z' 29 PERCHERON LANE ~ ROSL YN HEIGHTS~ N.Y. 11577 r- ~ ~cur LEACHING POOLS PROVIDE 2- 8' dia. 667 I0' Deep gpd./I.5 9pd. sq. ft. sq. ft./ 25.1 sq. ff,/verl, ft. (8' dia. pool PROCE$$~¢G WASTE sYSTEM 900 gal. Septic Tank & B' di~. Leaching Pool I~ If. deep Esfimded Daily W~slewe/er from Process Sysfem: 75 9pd. Tesf Borlr, ~,~r,~' ~ -' co~R rD - ~,1 m~'""~X,~T. 1500 GAL. SEPTIC TANK ~1 ~ / '"~ ~ ~ ~ ~ POOL ~ - ~ OR STOR~ DRAINS WITHIN 50 OF PROPOSED WELL D oF P~oPosEo CESSPOOLS CALCULATIONS BY' Scd~, ~ ~6o0' '0 ~ ~ JOSEPH F SCH~TTI, P.E. ~ I ~ ~ '~'~ ' ' TOTAL A~A ~ ~ ~' ' ~ =~ CA TAGORIES ~ ~ SITE AREA = 2.060 ~ ~ - r ~ ~ WETLANDS 1,6 ocr~ ~ ~ ~, , , ~ ~ ~ CONSERVATION ~ ~ ~ EASEMEN~ 2,376 ~cres ~~ ~ ~ ',' bt~. ~:" /~' 3 ~ ~ c'O~r ~ ~ ' ~ ~'~ ~.= ~,~ ~ ~, ~ ~PPOLK COUNty ~ ~ .... ~- ~ 8,000 ~q. ff. ~' ~ ~ ~' CASE NO. 9~-1~6 5'-3~" , i /_ New Stair to Grade From Roof Deck ,~ No Access to Lower Deck Rebuilt Railing ~New Railings Graspable 2"0 Max, First Level -Vineyard Building //.,/./-Existing Deck wlith New Roof/Deck Above 5'-3~" , i ~_ New Stair to Grade Fram Roof Deck X No Access to Lo~r Deck [] [] [~New Railing [] New Roof/Deck · New Raillsg 4'-22~" __ 44" Min, Second Level ~ Vineyard Buildlsg ~- Exiating Stsps Up To Existing Upper Deck ~- Existing pper Deck New t n New Railing Existing Steps Down to Lower Deck ~-New Roof Deck ~-New Roof Non Oecupiab~ ~- Existing Deck '~ NewS% to Exi~sltng Deck All Scale: 1/4" = 1'-0" Drawn by: JJC Date: 5-17-2068 - 42" Above Tread ~ of Handrail- Min. 34" Max. 38" _~- Upper Deck - 42" Above Tread 3 of Handra - Min. 34" Max. 38" Riser = 7" Max 4" X Lower Deck -4" Section Detail Scale 1/4": 1'-0" with ~"0 Balv. Bolts Solid Blocking Baluster 1.75x 16 LVL ~ 16" OC i 1.75 x 16 LVL ~-~" Plywood Sheathing Railing Details Scale,~= 1'-0" - Solid Blocking ~" 0 Gatv. Bolls [~';~[;OVEO AS NOTED ',LL CONSTRUCTION SHALL MEET THE R~AIN STORM WA~R RUNO~ PURSUANT T0 CHAPTER 236 - - OF T~E TOWN ~ODE Condon Eng neenng, P.C. 1755 Sigsbee Road Maffituck, New York 11952 (631) 298-1986 Scope of Work · Remove existing raifings and steps at north end of ekistlsg deck, roof over existing deck, and pergola. * Install roof deck ever existing deck, railings, and steps to gmecd. * Install new foatings. * Install new deck extension to nerth iccluding railings and steps to ground. * Install new roof over new deck. ~!LING 8 OCCUPANCY OR ALL CONS-r" ~' L USE ISUNLAWFUL MEET THE REt2; :, '~"' ir,c- CODES OF NEW ~u ..... WITHOUT OERTIFJ~ '"" I I Lake Main Road Laurel, New York S-1 Notes: The ceetmctor is to very all measurements in the geld and any discrepancies am to be brought to the attention of the Engineer pdor to constmclion. Foundation 1 - All concrete 3,500 psi after 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 installed at the same deplh as the existing. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4'4' x 4'-4" x 12' 4 I Footing No. 5 "~.~ 5'-1' ~ 5'-1" Robertg" a ~o Re~r~ --7 -- --r Romov~ Ex~ti:g F~fing J N° Rebar ~ 4'-8" x 4'-q" x 12" F-~T---; ~ No. 5 Re,ar 16"-- ~ / ~ Remove ~isting Footing No. 5 2'x2'x10" ~i~ing, ~x I ~ / Il ~ L 4'-4" x 4'~P x 12" Footing No. 5 4'4" x 4'4' x 12" Footing No. 5 Rebar12"OC ~ ~8E/W 10" [ J '1 / ~ / · · / \ / 4'-8" x 4'-8" x 12" No. 5 Rebar 16' DC E/W Footing 4'4' x 4'..4' x 12' Footing No. 5 4'~." x 4'-4" x 12" Footing No. 5 Rebar 12" OC EJW 4'-6" x 4'-6" x 12" Footing Ne. 5 Reber 12" OC FJW Fooling No Rebar x 12' FIoting ~ /- 2'-8" x 2'-8" x 12' Footing F----~/No Rebar Remove Existing ~ Footing ~ --] I~ I ~ 15 O Sonotube 4'~"x4'-O'x12'.......~--~__~__~~'''''''',- 5, x5, x12, Feogn9 ' No. 5 Reber 16' I No. 5 Rebar 16' DC DC EAN Footing 12'-11~' , 12'-111" F----7----~ I (~ I / I I \ / I ' ' 12'-8¼" Remove Existing F F~o'~'~- 1 No. 5 Rebar 16" DC /- 2'-8" x 2'-8" x 12' FlOtlag /- 2'-8" x 2'-8" x 12" Footing F--~// N°Rebar F _l_ _~// N°Rebar I Remove E (is~ng ~ ~Feegng ~ 2'~" x 2'-8" x 12" I oo,' c-- I ~ ~ I~ ~'xS'xl 'Feeang - II F~?--d 2'x2'x10" ~.~ No Rebar I 2' x 2' xlg" No Rebar Ground Snow Load Wind Speed Seismic Weathedng Frost Line Termite Decay Winter Design Ice Shield Flood Hazard~ Depth Temp. Underlayment Required 25psf 12g mph A Severn 36in. Moderate Slight to 11°F Yes to Heavy Moderate 5'x 5'x 12" Foc No. 5 Radar E/W No Reedr F thg DC iL__ 2'-8" x %-8" I~ --I-- ~ No Rebar ~-2'-8" x 2'-8" x 1; Foundation Plan Wood Framing 1 - All lumber is to be No. 2 or better Douglas Fir Lamh (N) with the following minimum spectibattsns: Fb = 825 psi Fy = 95psi Fc perp= 625 psi E = 1,600,000 psi 2 - All treated lumber is to be No. 2 or better Southern Yellow Pine with the folbwing minimum speciticagons: Fb = 975 psi Fv = 175 psi Fc berp = 565 psi E = 1,600,000 psi 2- All Laminated Veneer are to have the following minimum specifications' Fb = 2,90D psi Fv = 290 psi Fc peq] = 650 psi E = 2,000,000 psi 3- All Parallel Strand Lumber Columns are to have the following minimum spec~cations: Fb = 2,400 psi E = 1,800,000 psi 4 - All beams fabdcated with multiple Laminated Veneer Lumber boards are to be nailed/belted in accordance with the maeefactorefs specigca5ons. 5 - All straps, cesnectom, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated connectom, strap etc. on these drawings are mede by Simpson unless indicated otherwise. All cosnectom, straps etc. are to be nailed/bolted in accordance with the manufacturer's spsctiicagons. 6- Solid' blocking .... ~s to be rnstalthd every 8' max or m~d span of all floor joists and totem 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-38 2 - All bolted connecgons are to be made wgh A-325 hot dipped galvanized belts. 12' Footing "Footing No IReber ~ No Rebar Scale: 1/4" = 1'-0" Drawn by: JJC Des!gn Loads: -Roof -Live o~ad-~0 ;f~ Baes~ ad A~h~7~n~p,~'2-' 25 psf ~r Figure R301.2(5) - Dead Load - 15 ~ Floor Deck- Live Load- 100 ~ - Dead Load - 15 psf Wind Loads ASCE-7 Design - Open S~c~re 120 MPH Condon Englneermng, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 Date: 5-17-2008 Lake Main Road Laurel, New York S-2 2x12 ACQ I I . ~ I I I /-(2)2xSACQ Stdngem 17 OC~~ AlIcolnmns7x7 Wolmanized PSL Down to Footing ~-1.75 x t6 LVL 2xl 2 ACQ Stdngers 17" nc - /- Add Blocking and Bolt t ~ ~ Stair Landing to 7x7 oOOOu_-~<~ ~.~., ~umn ~ '- All Columns 7 x7 ~ Wolmanized PSL "~-r [- .-~-i-~ DowntoFecitng ~ '~, ~' '"1I ~(AddBIockingandBolt | I I I I~ Stair Stinger to 7x7 X'~ (2) 2x12 ACQ (2) 1.75 x 16 LVL ~'- AIl Columns 7 x7 Wolmanized PSL Down to Footing .75 x 16 LVL %- All Columns 7 x7 Wolmanized PSL Down to Footing ~'X_ ~, O Lag Bolts into Exiting Wall Studs 2 Rows 16" nC (3) 1.75 x 16 lVl '~AII Columns 7 x7 Wolmanized PSL Down to Footing Knee B ra_ces in This Column Line Knee Braces in This Column Line ~AII Columns 7 x7 Wolmanized PSL Down to Footing (2) 1.75 x 16 LVL '"~- {" 0]0 Bolts lint® Exiting Wall St[uds 2 Rows 16" nc I (3) 1.75x 16LVL-~ (3) 1.75 x 16 L~ New Roof Over New Deck Not for Occupancy (3) 1.75 x 9.5 LVL ® ® Up To Existing Deck All Columns 7 x7 Wolmanized PSL Down to Footing Wolmaoized PSL Down to Footing Scale: 1/8" = 1'~" Roof Framing Plan /- All Columns 7 x7 / Wdmanized PSL Down to Footing Exs ng (4~ ~12 ACQ All Columns 7 x7 /- II Wolmanized PSL Down tn Footing I I \ / / \ / Existing (4) 2 x 12 ACQ / / ~/ Existing(4)Zx12ACQl.l~ I / / --( I -- \ -- / I "- j I ,. I I I O Existing 4x4 Columns Not Shown for Clarity 2 x 12 Stair Sttingem I ~'/ I / ~- _l~New(4) 2 x 12ACQ L · · · · ~ -- I I I o I · I · FT- ] I I I L I · I · Drawn by: JJC Date: 5-17-2008 ® ® ® ® ® Condon Eng neenng, P.C. 1755 Sigsbee Road MaEituck, New York 11952 (631) 298-1986 Zone 1 Zone 2 Zone 3 6" n.C. 12" O.C, 4" n.C. Field Panel Edges 6" n.C. 6" O.C, 4" O,C. Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, ~" Thick Roof Sheathing with 8d Common Nails Main Road Laurel, New York S-3 CC6-7 ' Simpson ECC 6- 7 ~ Simpson ECC 6- 7 ~ ~: (~ Section Detail Seale,,~= '1'41' / _ Simpson CB 7a 7 - , Sca~e: ~/2"=~'-0" Condon Engineering, Laurel Lake Section Detail Drawn by: JJC 1755 Sigsbee Road Main RoadV'ney'=rus Mattituck, New York 11952 Scale~= 1'-0" Date: 5-17-2008 (631) 298-1986 Laurel, New York