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Home My WebLink About29986-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32360 Date: 05/21/07 THIS CERTIFIES that the building ACCESSORY Location of Property: 11280 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 126 Block 6 Lot 18 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 31, 2003 pursuant to which Building Permit No. 29986-Z dated JANUARY 2, 2004 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 PARK DISTRICT STORAGE BUILDING WITH OFFICE & MEETING ROOM AS APPLIED FOR. The certificate is issued to MATTITUCK PARK DISTRICT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-00-0015 05/16 07 ELECTRICAL CERTIFICATE NO_ 2039837 09/06/05 PLUMBERS CERTIFICATION DATED 06 22/06 BERTSAND PLUMB. HEATING Atfthorized Signature Rev. 1/81 )65- S�9a Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 1 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$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building $25.00, 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 $15.00, Commercial$I5.00 Date. New Construction: >e Old or Pre-existing Building: (check one) Location of Property: k l 1 80 TECO titiC. ' J_6" `$1 V D, ►fit t CK /V l' 1 ,992 House No.,,AA Street Haml t Owner or Owners of Property: 4-4t—y-_ Suffolk County Tax Map No 1000, Section_ Block Lot Subdivision Filed Map. Lot: Permit No. 9 9 Date of Permit. Applicant: OTCA, Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: X (check one) Fee Submitted: $ Applica ignature Co -Z3;?3 � a 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. 29986 Z Date JANUARY 2 , 2004 Permission is hereby granted to: PARK DIST MATTITUCK PO BOX 1413 MATTITUCK,NY 11952 for CONSTRUCTION OF PARK DISTRICT STORAGE BUILDING WITH OFFICE AND MEETING ROOM AS PER PLANNING, DEC, TOWN AND STATE CODES at premises located at 11280 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 126 Block 0006 Lot No. 018 pursuant to application dated OCTOBER 31, 2003 and approved by the Building Inspector to expire on JULY 2 , 2005 . Fee $ 1 , 034 . 00 Autho zed Sign ture ORIGINAL Rev. 5/8/02 O rJ�rJ�rJcPrScJrJ0 ru PrJcPrJ�cPcl�rlr�rJ�rJc TrPcPrJrJ�r�cPrlcPcP cPrJ�rJ�rJrJrJ�r�c fi?Pclr�rJcPcPrJ�rJ�rJ�rJ�rJ�rJ�r�rJ�cPcPr�rJ�rJ2PA.IcP o 7C BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY5 55 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 55 Upon the application of upon premises owned by 5 5 5 SRAYNOR FRANK L. MATTITUCK PARK DISTRICT 5 5 1800 HARBOR LN./BOX 1065 P.O. BOX 1413 5 c5 CUTCHOGUE, NY 11935, MATTITUCK, NY 11952 Located at 11280 PECONIC BAY BLVD. MATTITUCK, NY 11952 5 5c Application Number: 2039837 Certificate Number: 2039837 r�ccj7 Section: Block: Lot: Building Permit: BDC: ns11 �5 Described as a Commercial occupancy, wherein the premises electrical system consisting of r, 55 electrical devices and wiring, described below, located in/on the premises at: ,c57 5 First Floor,shop/toilet/office,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed - 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of September,2005. 5 Name QTY Rate Rating Circui Type 5 c Alarm and Emergency Equipment �5 Combo Exit and Emergency Light 6 0 5 5 Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. Furnace 1 0 Gas 5 5 l Panes 5 1 100 6 55 Lr'J Wiring and Devices L5'J 5 Outlet 46 0 Fixture 5 Fixture 24 0 Incandescent 5 Fixture 22 0 Flourescent 5 Outlet 61 0 General Purpose 5 Receptacle 37 0 General Purpose 5 5 Switch 30 0 General Purpose 5 5 Receptacle 1 0 20 amp Special 5 P Rece tacle 12 0 GFC1 5 Service seal 1 Phase 3 W Service Rating 200 Amperes Continued on Next Page I of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o ��sL��ss��sss�� s �s��s�� UE3 o O cPrJ��PrJ�r�r�rJ��PrJ�cPcP�PclrJ�rJ@PrSrJ�rJ�rJ�rJ�rJ�rJ�rJ�cPr1'rJ�r1�PcPcJ�rJ�rJ�cPrJrJ'rJrJ�rJ�rJ�cfcfrJ�rJr�rJ�tJc.fr�rlcPrJ�r�rJ'r1r�rJ�cPcfrJ� oC BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 Sc 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT SUpon the application of upon premises owned by 5 RAYNOR FRANK L. MATTITUCK PARK DISTRICT 5 5 1800 HARBOR LN./BOX 1065 P.O. BOX 1413 5 5 CUTCHOGUE, NY 11935, MATTITUCK, NY 11952 5 5 Located at 11280 PECONIC BAY BLVD. MATTITUCK, NY 11952 5 Application Number: 2039837 Certificate Number: 2039837 r5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 55 electrical devices and wiring, described below, located in/on the premises at: �7 First Floor,shop/toilet/office, Outside,Attic, D�e1 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard r5� 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of September,2005. 5 Name QTY Rate Raune Circuit Type 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 S 5 5 5 5 5 5 5 sea/ 5 2 of 2 5 el This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 a rnx 516 765-1023 Town 11,111. 53095 Mnln noad W T Telephone(516) 765-1002 r. o. Box 1 179 Southold, Now York 11971 �•`� nmrl1r11 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD c E )l T i r 1 C A T I O N uATE:June 22 , 2006 Building Penult No. 29986Z owner: (please print) P) umberc Bertsand Plumbing & Heating, Inc . (please print) I certify that the solder used in the water supply system contains less than �V_0 of 18 lead. (Plumbers Signature) n n Sworn to before me this 22nd day of June , y1 2006 Notary Public, Suffolk County Eileen M. Itoeche Notary Public,State of New York No.4826942 Qualified in Suffolk County Commission Expires January 31,20 J 0 h'PCIA? MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE ��OF SOUTy� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR w ac 54375 State Route 25 GEORGE D.SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COU'M'N..c� Southold, NY 1'11, `�•`- Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE August 16, 2006 TOWN OF SOUTHOLD Matdtuck Park District 7 Arm. Commissioners 11020 Great Peconic Bay Blvd. Mattituck,NY 11952 Re: Certificate of Occupancy Inspection for the Site Plan Known as Mattituck Park District 9233 Peconic BayBlvd.,Mattituck SCTW 1000-126-6-17 &18 Dear Commissioners: At your written request of Robert Grigonis of Grigonis Contracting, for a Certificate of Occupancy final site inspection, date received on August 7,2006,Planning Department staff performed a site visit on August 14,2006. In reference to the above,the Planning Board held a work session on August 14, 2006 to review the site plan approved August 11,2003 and site visit staff comments. This is to inform you that the site plan requirements have been satisfied and no further site plan review is required at this time This letter does not condone any changes from the approved site plan and approvals from other agencies if required. If you have any questions,please contact the Planning Board Office at (631) 765-1938 between the hours of 8:00 a.rrL and 4:00 p.m Respectfully yours, rilyn B. oodhouse Chairperson CC: File Building Department Town Engineer TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING C] FINAL [ ] FIREPLACE A CHIMNEY /[ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR V �a0FS0(/T�o* o4-7 g Z, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND / INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t4� � y DATE J '7- �s INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a" � DATE `� _/S �S INSPECTOR z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l l DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ,] FOUNDATION 2ND [ ] INSULATION �/ 5•i ��pppp,.� [ . ] FRvAININa [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: .54 4 �p �ti (�• k - c—� DATE p !( Y INSPECTOR a. tA-r 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ vriOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /h�l n /mow /D L - DATE D INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 2�L DATE c INSPECTOR ` 765-1802 BUILDING DEPT. SPECTION [ 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & IMNEY [ ] FI SAFETY INSPECTION REMARKS: «! �DDATE INSPECTO FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ilw- CO -------------------------------------- FOUNDATION (2ND) �� ------ J — z ROUGH FRAMING& �� 1J I/� r v� Q l e b y PLUMBING r1-//� Alp,a 3 $-0 r INSULATION PER N.Y. - y STATE ENERGY CODE ---- a Z FINAL 'V h ADDITIONAL COMMENTS z (> r � b OWN OF SOUTHOLD PROPERTY RECORD CARD /� _ 7 OWNER STREET VILLAGE DIST. SUB. LOT ,Aoetf2.F" _ ECoNIa �077 -mot G FORMER OWNER N ' � \ E ACR. Sp W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Valuev L LAND IMP. TOTAL DATE REMARKS 20U AGE BUILDING CONDITION NEW NCRMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillabie FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH Hous4,EI t BULKHEAD Tota l DOCK I :. ��■■■■■■■■■ MEN No 'r► -. ■■■■■NNE■■■■■■■■N■�■■■■■■■■ ''�� ■NNE■NO■■■N■N■ OMENS NN■NNN■NEE■■■N■■ ■■M■■■ u■NN■■N■■■■■■N■■H ■EN■ ■■■NN�■NE■■■■N■■,, ■■■■E r■� ��a��■�� ■■E■6 ■■E■NIECE■■■��IEffial EN■■Ni'►�■■E■■o�Y■N■riN■EN■1 N N■0N�■■■N■MANOMEN 0■■■■■lIN1© • • ' ■ MENSE 0■N■N■0■■■■SIN■ mm�m 1� ■Bi ■OE■E■■OE ■■■ :. - .. Ext. Wells Int—i— R . •.. 00ms st .. BOARD ON HEALTH . . . .. . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . .. . . . . . . SOUTHOLD, N.Y. 11971 DEC . . . .. . . . . . . . . . . . . . . . . . TEL: 765-1802 TRUSTEES . . . . . . . . . .. . . .... . . . . . NOTIFY: CALL . 73.4-74,R2 . . . . . . . Exa mined4t �3 20 OP> MAIL TO:W,A•.Samhacb. . . . . . . Apprw r..��- , 41.�Permi t No. �! /(J P:Q..XPLY..102.............. 7675 Cox Lane Disapproveda/c .................................. .. ..... Cutchogue NY 11935. (iuilding Inspector) G �;- 2 8 ,yN� APPLICATION FOR BUILDING PERMIT 103 o CU Date. . A?lgVPt. .1.55. . . , 2G.O3. . INSTRUCTIONS a. This application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector w 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan stowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving.a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Wilding Inspector will issue a Building Permit to the applicant. Such permit shall be kept an the premises available for inspection throughout the-work. - e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Tam of Southold, Suffolk County, New York, and other applicable Lags, 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, lousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ..................................................... (Signature of applicant, or name, if a corporation) P.O. Box 1033 7675 Cox Lane Cw.tchogue... Y....12.935..................... (Mailing address of applicant) i State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Consulting Engineer ........................................................................................................................ Name of Amer of premises n tituck. ..Park. ..District. . . .. .... ..... .. .. . .. .. .. ........................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nam and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... ElectriciansLicense No. ..................... Other Trade'a License No. .................... ' 1. Location of land on which proposed work will be donne....9.233.RP.gPRiC.)34Y..A4L11-eYt3r?................... 9233..Peconic Bay.Boulevgrd .S/W/C Bay Avenue M2ktjtijwo> .............................. House Number Street - Hamlet Canty Tax Map No. 1000 Section .1 2.6........... Block ..Q............. lot ...1 B.......... Subdivision ...................................... Filed Map.No. ............... het ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and Public Park Storage ,Building Snack Bar and haatrhrooms Storage Building, Off-ices &-Assembly b. Intended use and occupancy ............... .............................................................. XX Addition .......... Alteration .......... Nature of WO (deck wlnidn applicable): New Building .....,.... . Other Fork ................. lbrolition ......... scripti Repair. ............ Ranwal ............. . . �. Estimated Cost $;=C QO;OQ......... fee (to be paid on filing this application) 5. If chilling, ruder of dwelling :nits ........ .... tkrrber of dwelling units on each floor ...••.•.•••••••• If garage, r"ber of cars ............t......................... Storage, Offices, 6. IE business, connrercial or mixed occupancy, specify nature and extent of eadi type of use Assembl•$..Meei:ing Rm Depth ................. 7. Dimensions of existing structures, if any: Pront........:....... Rear ............... p height ............struc re wi. tkmber of Stories ...................... Dimensions of sere structure crith alterations or additions: Front ....... ........ Rear ............... Depth ..... Deigtit' .................... Nnber of Stories ............... B. Dinrensions of entire new construction: Front ..A2 .......... Mar ar ....A 2........ Depth ... 70........ Ileiglut Nuaber of Stories ........ONE............. 4 2 .48•,,,•••• Rear ..352 ............. Depth ,47 •;29 ;,,&-,502 .0 ' 9. Size of lot: Front .....Q. 10. Date of Rnrclnase ...... Nane of Former Owner ........................................ •••.. II. Zone or use district in wlridr premises are situated •••-••R-80••- sed construction violate any zoning law, ordinance or regulation: ........................ ..... 12. Does propo fran premises: rX ND 13. Will lot be regraded s] igbj.ly....... Will excess fill be removed ly." Noses of Ourer of preaiseaM�tt,}•truck„Pa>ik-Dist Actdress1413 „ Mattitucli,•„•„ . Phone No. ............ grtq,ineer Warren A. Sasbach Sr: AdclressCutr~hAgue...NY.......••.•• pl,oneNo734-.7.49.2•- Hare of Q Xeck ............................. . Address Phone No. ............ tk�ne of Contractor - ........................ ............................... 15. is dais property within 300 feet of a tidal wetland? * 7TS x ••--, No .......... *IF YES, SOONtM lam •1Tal8lMS PERMIT HAY RE RE(i<f1m. i PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dinrensions fron property lines. Give street and block n A)er or description according to deed, and show street na es and indicate whether interior or corner lot QG?:6A)1e- ray 13LI�O _ rl�i,of 2q/.ice i ... .. t GP,v ¢y Sflti1R Or N7I YORK, SS SUFFOLK OUINIYOF ....................... Warren A. Sambach Sr. P ............................. duly swrn, deposes and says that he is due applicant ................. (K--me of individual signing contract) above need, . Consulting Engineer Ileis Clne ....... ....................................................... (Contractor, ngent, corporate officer, etc.) of: said owner or owners, and is duly auChorir to perform or have lerforned Line said work mil to make and file Chis appl.icatio, dial all staterents contained i , .his application are true to the best of his knowledge and belief; and tbat the work will be performed in CI m 'r set 10 in the application filed therewith. sworn to before w this ...... clay of ug .. ....:20..CQ.. Notary Rnblic ........ *Me of Nowllbrk 4Aii 478$23y guHWk (Signalvre of ant) Term MI'Tek:" MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Telephone 314/434-1200 Re: 2365SH Fax 3141434-5343 PENNY/2365SH The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by P.D.J.Components. Pages or sheets covered by this seal: 16944275 thru 16944276 My license renewal date for the state of New York is June 30,2005. CF NEIV LPN Ga.c * `4 *v� August 3.2004 Garcia, Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility ofihe building designer. per ANSI,TPI-200? Chapter 7. Y yPly Job Thross • P D J COMPONENTS INC,1 1COMMON L 1Jos Refer oce o tional - Is9442]5 2365SH II CHESTER,N.Y.- TIOss T pe OI5200 s Jan 162004 MiTek Industries Inc Mon Aug 02 05.36.2320N Page 1 7-6-8 _ 143-4 T _21-00 27&12__ 34-543 -. _. 42-00 43-0.0 1-0-0 - 768 -- 68-12 E8-12 6-8T2 68-12 7-6-8 - Srale0.0:]1.6' 5x6 400'12 II 6 I 4x4 �A- 4x4 1 �r A - 8 2x4 s 4x6 5 yA _ 4x8 ICI 24A 4 � � � A 3v T,A q� 11 _ q� 'aT. 0 4x12 17 ifi 15 14 13 12 3x4 5x6 AB 4x6 4x6- 5x6 AS 3.4= 8-10_10_ -.. _ 16-11-9 i - __._ 2S07 33-1.6 _ 4i__.. alo-m aa14 ao-la ea14 a•10-1a Plate Offsets(X Y) [2 0-0-0,0 0.R,[10 0-0-0,0-0 41 f 76 0.30 Edgel LOADING(Pat) SPACING 2-0-0 I CSI 1i DEFL in (lac) I/defl Up! PLATES GRIP I TCLL 34.7 Plates Increase 1,15 ! TO 0.79 Vart(LL) -0.42 15 >999 240 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -0.72 14-15 1693 180 BCLL 00 Rep Stress lncr YES WB 0,91 HOIz(TL) 0,23 10 n/a n/a BCDL 10.0 Code IBC20MANS195 (Simplified) Weight:209 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-5-1 oc pull BOT CHORD 2 X 4 EYE SS BOT CHORD Rigid ceiling directly applied or 4-0-10 oc bracing. WEBS 2 X 3 SEE Stud WEBS 1 Row at midpt 5-15.6-15,6-14,7-14 REACTIONS (lb/size) 2=2250/0-3-8,10=225010-3-8 Max Horz2=243(load case 7) Max Uplift2=-1133(load case 5),10=-1133(load case 6) Max Grav2=2698(load case 2),10=2698(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-6000/2470,3-4=-5579/2407,4-5=-5579/2407,5-6=-3976/1877,6-7=-3976/1877,7-8=-5579/2407, 8-9=-5579/2407,9-10=-6000/2470,10-11=0/16 BOTCHORD 2-17=-2390/5652,16-17=-1B21/4405,iSi6=-1821/4405,14-15=-1206/3133,13-14=-1640/4405,12-1 3=-1 6401440 5, 10-12=2209/5652 WEBS 3-17=-730/458,5-17=-469/1197,5-15=-1309/676.6-15=-587/1503,6-14=-587/1503,7-14=-1309/676.7-12=-469/1197, 9-12=-730/458 NOTES (7-8) 1)Wind ASCE 7-98,120fil h=25ft;TCDL=4.2psf,BCDL=5 Opsf Category II',Exp CI enclosed:MW FRS gable end zone,cantilever left and right exposed,end vertical left and right exposed,,Lumber DOL=1.33 plate grip DOL=1.33, 2)TOLL ASCE 7-98,Pg=45 0 psf(ground snow):Cat egory II',Exp C Partially Exp.,Ct=1.1,L=45-0-0 3)Unbalanced snow loads have been considered for this design. O N �v 4)This truss has been designed for 2 00 times flat roof load of 34.6 psf on overhangs non-concurrent with other live loads, `,� }a 5)This truss has been designed for a 10 0 aid bottom chord live load nonconcurrent with any other live loads per Table 16071 of IBC-00. C's ry 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1133 Ib uplift at joint 2 and 11 33 to uplift at joint 10. 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURA TEAS SHOWN»» ,PLEASE VERIFY ALL INFORMATION. + A-aY 8)ACCEPTED BY_ DATE 1 AF, LOAD CASE(S) Standard '. 1 � ! t `".. August 3,2004 )® WARNING-V ya dir parameau,andRP-AD NOTES ON TWS AND WCLUDED MREa REFERENfE PAGE ANY T473 BEFORE USE 14515 N.cater Forty, m Sure x300 p g 1d for ta, rdy ih Nui k--nas rh d 9ishosed arla uponporomsits,rs sho,pci is for a,rd,rdualprinq cornpon,rt Cheslerfeld MO 63017 F41 lili!,ion rd q p dp p p 1 1 p -p blty Ib 'Id gtl g II d g 0 gshomr rs I 1 pporl of sirl ov,b usnbois or1r, A ddinhoolArr r,bracingl b F during connu—tor in p Lilly of le 01 1 11"t ni, r d11 II I InrIt hP- II I d1b asu rAbNSNI oPfI IObaI Iyf refr-sI 5B8F 4arn,Pdpm1d1m0 In / opao el Solely narmolon I I, 1 MiTek -- - o Jab Truss Truss Type Oty Ply l RPENNY2365SH ' 2P D J COMPONENTS INC PG ICOMMON 3 1 1699427f� CHESTER,N.Y. 5200 s Jan 1612004 MiTe Page k Industries Inc Mon Acg 02 05.36:24 2004 1 1-0-0 21-60 42-00. -_. 93-6q 1-0-0 21 0-0 ---- 21-GG I-o-o 1. Scale=1 71 6: 5x6 400112 2x4 13 2x4 1 2x4 12 14 2x4 1 11i 11 - 2x4 11 2x4 1. 2,4 1 ?0 {+ ff 15 16 2x4 . 2x4 I 2x4 I. 4,6 44 N 2x4 4"- 2 4 6x4 A '1I 1 9 ] 8 - \ 18 19 6 20 2x4 2x4 1 5 d "ti 1 III _. 21 2x4 x 2x4 II 3 q 1 rY ill 23 1� 1 If \\ 3x4 45 44��44LL 43 42 41 40 39 3b'8 337 W 35 34 33 ffi 31 W 29 28 LL27-26 3,4 1.3 1 1x3 I 1x3 II 1x3 1 1x3 '.1 3x4-. 1x3 11 Ix3 11 1x3 li. ix3 1 lx3 1 3x4 let I ix3 I 1x3 1x3 1x3 P 14 1 ix3 1 1x3 1 10 42-o-o _ 42 as LOADING(psf) SPACING 2-0-0 CSI 1 DEFL In floc) Well lud PLATES GRIP TCLL 34.7 Plates Increase 1.15 TC 0.09 1 Vert(ILL) n/a - n/a 999 M1120 1971144 1 TCDL 7.0 Lumber Increase 1.15 BC 0,06 Veri -0.00 1 1999 180 1 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 000 24 n/a We Weight.227 lb 1i 1, BCDL 10.0 1 . Cade IBC20001ANS195__- (Matrix) -----.- ---- -_.- -_ ---_1 -- LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SEE Stud REACTIONS (lb/size) 2=240/42-0-0,24=240/42-0-0,36=190142-0-0,37=2D4/42-0-0,38=209/42-0-0,39=201/42-0-0,41=201/42-0-0, 42=208/42-0-0,43=206/42-0.0,44=211/42-0-0,45=182/42-0-0.46=288/42-0-0,35=204142-D-0,34=209/42-0-0, 33=201/42-0-0,31=201/42-0-0,30=208/42-0-0,29=206142-0-0,28=211142-0-0,27=182/42-0-0,26=288/42-G-0 Max Horz 2=313(load use 7) Max Uplift2=-l01(load case 5),24=-120(load use 6),37=-99(load case 7),38=-135(load use 5),39=-132(load use 5), 41=-130(load case 7),42=-127(load use 7),43=-128(load case 5),44=129(load case 5),45=-118f1oad use 7), 46=-175(load case 7),35=91(load use 8),34=136(loa!case 8),33=-132(load case 6),31=130(load case 6), 30=-127(load case 8),29=128(load case 8),28=-129(load use 6),27=-118(load case 8),26=-172(load use 8) Max Grav2=342(load use 2),24=342(load use 3),36=190(load use 1),37=287(load case 2),38=297(load use 2), 39=284(load case 2),41=284(load use 2),42=291(load use 2),43=289(load use 2),44=296(load use 2), 45=257(load case 2),46=402(load use 2),35=287(load use 3),34=297(load use 3),33=284(load case 3), 31=284(load case 3),30=291(load use 3),29=289(load use 3),28=296(load use 3),27=257(load use 3), 26=402fload case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-268137,3-4=-193/75,4-5=-144/102,5-6=-92/132,6-7=-70/159.7-8=-37/161,8-9=-70/191,9-10=-70/220 10-11=70/250,11-12=71/284,12-13=71/W8,13-14=711301, 14-15=71/260,15-16=-70/206,16-17=70I157, 17-18=-70/122,18-19=-31/89,19-20=-70/86,20-21=-70159,21-22=-72I30,22-23=-121/2,23-24=-195/37,24-25=0/32 BOT CHORD 2-46=0/0,451 44-45=0M 43-44=0/0 42-43-0/0,41-42=0/0,40-41=0/0,39-40=0/0,38-39=0/),37-38=010,3G37=0/0 3536=0/0,3435=010,3334=0/0,32-33-0/0,31-32=0/245.30-31=0/245,29-30=0/245,28-29=0/245,27-28=01245, Q fF N E w 26-27=01245,24-26=0/245 S (iA;J t-, WEBS 13-36=-150/0,12-37=247/119.11-38=-255/156,10-39=-250/149.9-41=-250/147,B-42=-250/148,6-43=-250/148, �Q' �J�t ,(.� 5-44=-254/149,4-45=-224I13T 3-46=-341/199,14-35=-2471110,18-34=-255/157,16-33=250/149.17-31--250/147, 6- 1 18-30=-250/148.201-250/148,21-28=-254/149,22-27=2241137.23-26=-341/196 he do' ,x, n NOTES (10.11) 1"' j x.� S 1)Wind ASCE 7-98.120mi*h=25fl1 TCDL=4 2psf,BCDL=5.Opsf,Category 11,Exp CI enclosed.MW FRS gable end zone cantilever left f ° e4r3''A 1 �� and right exposed:end vertical left and right exposed:Lumber DOL=L33 plate grip DOL=1.33. �` \ 4 2) Truss designed for wintl loads in the plane of the truss only. For studs exposed to wind(normal to the face).see M1Tek"S tandard Gable T End Detail" C n 4� 3)TCLL ASCE 7-981 Pg=45.0 psf(ground snow)',Cat egory 11 Exp C:Partially Exp.'.Ct=1_1,L=45-0-0 < T ti 4)Unbalanced snow(cads have been considered for this design_ 5)This truss has been designed for 2.00 times flat roof load of 34.6 psf on overhangs non concurrent with other live loads 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607 1 of IBC-00 Continued on page 2 August 3,2004 Aj WARNING Verify tl ig panadvaters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE N➢7473 BEFORE USE. 14515 N.Outer Forty. D 5d 1 1h MT k 1 This ri g based 1 t h end 1 d -d 1 hYItlIQ component Su to 4300 g Y P PChesterfield.M06301> Aprl t for lateral r y p t rip p p 1 1 p 1 p 611y Ib Idoesd 9 11 design- B 9shown is 1 of,ndj"dvol eeb maribe,sOnly adbt I1-in, rbooing,t blttitl T t ion euresponsibility,11 of find tllt r. tb tIF_o 111 tM1 prf bll'o II t I] i Fom %o1W rip �' � t n-•pit IgN514411p ally Criteria U598V and BC511 Building Component MIIAk� Solely lnlormol an r "i _br �rii PENN Trus e D J OOMPONENTS INC C ESTER N y, Truss Typa Dty PI5200 dn l62004MiTekindustriesInc MonAug0205362420044Page[JobP 365SH PG COMMON 3 1 2 NOTES (10-11) 7)Gable requires continuous bottom chard bearing. 8)Gable studs spaced at 2-0-0 oc. 9)One RT16 USP connectors recannnended to c onnect truss to bearing walls due to uplift at A(s)2,24,37.38,39,41,42,43, 44,45,46,35,34,33,31,30,29,28,27,and 26. 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURA TE AS SHOWN»»»PLEASE VERIFY ALL INFORMATION'. 11)ACCEPTED BY: DATE III LOAD CASE(S) Standard A& WARNING Vrl/R design Peromerere and READ NOTES ON TNIS ANO MClO➢E➢HITER REFERENCE PAGE ME 7473 BEFORE USE 145 115N Outer Fony, �• D g fdl IY ThNur k I This dough based bupon poorr sh— d t d d Iedrr P l Chesterfield MO63017 Appicreole of design porompriters Ordp p p 1—1,derbut 1,11ol,blits,of building designer riot t d g Brocringsrown is for ele .I pp I efrud d b b y Idditorglit,mp bcruin —,,ure stoullp,d t r the P bl of cmi I oIL q Or Ito,1.1b It' 1III'-III[It "LIT,a,f it,,F din,d o Fc le/e 0.(fa suh, � III 1 1': r J -. I II ANSIpPII Quality Cried o,0S8 99 antl OCSII Bulletin,Camponent MI IA�� Salety lntorrnaion I I -I, II t c'd I �rii Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " Center plate on joint unless x,y ► 4-1 /4 ' � 6�4�8 � Damage or Personal Injury offsets are indicated. I I dimensions shown in ft-in-sixteenths -sixteenths.Dimensions are in ft-in Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat, diagonal or X-bracing, is always required. See BCSII. 1 , 2. Never exceed the desgn loading shown and never 0-/11, 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS a-2 c2a nN, 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and oN�Zc�,a 4 all other interested parties. 'For 4 x 2 orientation, locate >° ,� OL 4. Cut members to bear tightly against each other. IF 0-'n6'from outside a " 5. Place plates on each face of truss at each edge of truss. O O joint and embed fully.Knots and wane at joint c�a co-r cs-a BOTTOM CHORDS locations are regulated by ANSI/TPI1. This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with A NSI/TPII. connector plates. 'Plate location details available In Mill 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 197 at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly nosed, ihisdesign is nOt applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the ,I The first dimension the width NUMBERS/LETTERS, responsibility of truss fabricator. General practice Is to 4 4 X perpendicular to slots.Second camber for dead load deflection. dimension is the length parallel to slots. 10. Plate ty pe,size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11 Lumber used shall of the species and size, and . Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 in all respects, equal to or beater than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing ICBO 4922,5243,5363,3907 12.To chords must be sheathed or urlins provided at if indicated. P p spacing shown on design. BEARING SBCCI 9667,9730,9604B,9511,9432A '. 13. Bottom chords require lateral bracing at 10 ft.spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but 14, Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. ® 15. Do not cut or alter truss member or plate without prior approval of a professional engineer_ Industry Standards: T ® 16. Install and load vertically unless indicated otherwise. ANSI/TPII: National Design Specification for Metal iNAi lei( Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, a Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 ©2004 Mil 06/28/03 THU 03:06 FAX 516 765 1366 Southold Town Accounting Q 001 Albert J.Krupski,President �OFF91,r Town Hall James King,Vice-President 53095 Route 25 P.O.Box 1179 Artie Foster Southold,New York 11971-0959 Ken Poliwoda I � Peggy A.Dickerson cif `g Telephone(631) 765-1892 Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Bruno Semon,Senior Site Plan Reviewer Planning Board Office FROM: Alberti.Krupski,Jr., President Board of Trustees RE: Mattituck Park District SCTM#1000-126-6-18 DATE: July 11,2003 The Southold Town Board of Trustees reviewed the site plan prepared by Warren A. Sambach Sr. dated March 13,2003 and determined the proposed building to be out of the Wetland jurisdiction wider Chapter 97 of the Town Weiland Code and Chapter 37 of the Town Code. If you have any further questions,please do not hesitate to call- ""' 2 8 2M i , 0 12/31/2003 12:42 FAX 6318535905 S. C. 0iV. REAL ESTATE IM002/002 MATTITUCK PARK DISTRICT d a P.O. HOX 1413 • MAI'111-E1CK. NEW YORK 11952 j: Michael Verity,Chief Building Inspector 12131/03 Southold Town Building Dept. Main Rd. Southold.NY 11971 Re: MattLuck Park District Peewoic Bay Blvd Site Door Mr.Verity: As per our convasation regarding the buildings to mein on silo after the QUEPletion of How building re as follows: immoda to removal or demolition of existing bun with proper permits do ut yaw office,after and possibly during consuntion of new bufift but no later than late spring of 2004. Possible demolitim of bathrooms and concession stand to the am of now lwildmg in fait of 2004 with proper permits. Moving of existing garage with permits to Aldrich I.a,site for storage of baseball and etc equipment.Demolition of any remajoing buildings with exoepaion of accessory building;in plgWwmd area,late fall of2003. I hope Wet this gives yaw offica a approximate order m which th MsrtiHrok Park District Plans to remove exisdog bidWmgs Gem this site. S. /f 1Y> / 13erardP. ' C / Chabm and Sr.Commissioner of f ,Mettituck Park Dfstria *pf SO(/ryQlo Town Hall,53095 Main Road Fax(631)765-9502 CA P.O. Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 Q �y0OUNn,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 22, 2007 Bob Grigonis Contracting, Inc. 4406 Old North Road Southold, N.Y. 11971 Re: BP#29986-Z (Mattituck Park District) Dear Bob: Enclosed is your outdated check#1790 in the amount of$50.00 for the CO fee for the above project. Gail Wickham brought in the final Board of Health Survey yesterday along with a new check for the CO fee. If you have any questions do not hesitate to call me at the Building Dept. 765-1802. Respectfully Southold Town Building Dept. Georgia Rudder, Secreterial Assistant Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data filename:\\Craig\shared\Energy Code Calculations\MATT PARK DISTRICT.cck Section 1: Project Information Project Name: MATTITUCK PARK DISTRICT MATTITUCK,NY. 11952 Designer/Contractor: WARREN A. SAMBACH CONSULTING ENGINEERS P.O. BOX 1033 COX LANE CUTCHOGUE,NY. 11935 Document Author: WARREN A. SAMBACH CONSULTING ENGINEERS P.O.BOX 1033 COX LANE CUTCHOGUE,NY. 11935 Notes: ALL WINDOWS TO BE LOW"E"GLASS ALL DOOR TO BE U40 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 11b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Building Type Floor Area Storage,Industrial and Commercial 2940 Project Description(check one): New Construction Addition Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. ( ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are sealed or gasketed. [ ] 8. Vapor retarder installed. ti • Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 2:All-Wood Joist/Rafter/Truss 2940 30.0 0.0 0.035 0.059 Exterior Wall 4: Wood Frame,Any Spacing 2688 19.0 0.0 0.068 0.090 Window 3:Wood Frame,Double Pane with Low-E Clear,SHGC 0.32 6 --- --- 0.330 0.598 Window 4: Wood Frame,Double Pane with Low-E Clear, SHGC 0.32 12 --- --- 0.340 0.598 Door 4: Solid 126 --- --- 0.400 0.142 Door 5:Overhead 240 --- --- 0.110 0.142 Interior Wall 2: Wood Frame,Any Spacing 382 19.0 0.0 0.066 0.142 Floor 4:Unheated Slab-On-Grade,Vertical 2 ft. 224 --- 5.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 11%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2a. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belied and professional judgment,such plans or specifications are in compliance with this Code. / Itif�Fl: 7c A• Sir}r)7ns0zl� &44 _ �L dL7oy 14- 2vD3 Principal Envelope Designer-Name Signature Date Ar � 4.� �Y!IBgt1W€�� Sent By: TRK Architects; 602 331 3558; Dec-29-03 /002AM; Page 1 /1 Warren A. Sambach Sr. Consulting Engineer P.O. Box 1035 7675 Cox Lane Cutchogue, NY 11935 December 27, 2003 Mike Verity Building Department Town of Southold Town Hall 53095 Main Road Southold, NY 11971 RE: Veteran's Park Mattituck Park District Bay View Mattituck, NY 11952 Mr. Verity: Elevations and flood plain map Panel 481 showed the building out of the flood zone. Sincerely, Warren A. Sambach Sr. Was:s cc: MPK Dist. DUIEVIAti PEFMI'1'EXAMINERCHECKLIST DATE REVIEWED: a/-/03 APPLICANT: Vet Awk QM6 DATE SUBMITTED: / /03 SCTM# DISTRICT: 1,000, SECTION: ja , BLOCK:_ , LOT: _SUBDIVISION: N 4 ADDRESS: tSS Pe c�;c CITY: tA,44Arilti ZONING DISTRICT: %O CONFORMING? tL BUILDING PERMITS OPEN/EXPIRED: PRE CO- Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger-(A nonconforming at any time after REQ. LOT SIZE: %'tlC ACT. LOT SIZE: Mats REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SJ9E ACT. SIDE REQ• REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ( ,� 7% 13 1W ESTIMATED PROJECT COST: 2 PIC ARCHITECT/ '1i 6 WATER FRONT? YF DESCRIPTION: j} PA'NEL # FLOOD ZONE: `�� APPROVALS REQUIRED A'!'l'-t�.cti'S 0 Ile ou�r' SUFFOLI{ COUNTY HEALTII DEPT: YES or NO, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N -- ANEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: / / PERMIT#: OUTHOLD TOWN TRUSTEES: YES or NO DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES o(a) DTE: / / PERMIT #: I SS TOWN PLAN. BOARD APPROVAL: r NO �- _ DTE __/ / PERMIT #: _ TOWN HISTORICAL PRE (SPLIA): YES oi� NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: NO C,0- �nnL 'P'—em m- Ovgw FEE STRUCTURE; FOUNDATION: SF FIRST FLOOR: _ SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (_ _SF)- (______—SF)= SF X $ =$ +$ +$ = $ 2. (—. _--SF)- C_SF)= SF X $ =$ +$ +$ = $ 3. (—_---SF)- (_SF)= SF X $ =$ +$ +$ = $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: YIN SNOW: YIN SEISMIC: Y/N `'FIND: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/05/04 Receipt#: 3428 Transaction(s): Subtotal 1 Septic Permit-Construct. Non-resid. $25.00 Check#: 3428 Total Paid: $25.00 Name: Mattituck, Park District P.o. Box 1413 Mattituck, NY 11952 Clerk ID: LINDAC Internal ID:85713 SURVEY OF PROPERTY `'Gil SITUATE: MATI'ITUCK ='�)�� nr'a i Fr ,_- j Nlw I a N TOWN: SOUTHOLD -- = _ Li SUFFOLK COUNTY, NEW YORK W c E SUFFOLK GOUNTY TAX #15 1000 — 126 — 6 — 17 S 1000 - 126 - 6 - 18 SITE DATA: SANITARY SYSTEM CALCULATIONS ��el `� � SURVEYED: JUNE 23,2006 • SUE FOLK COUNTY TAX MAP 01000-126-6-17,16 SEPTIC, ADDED JULY 15, 200(b ' `� ��T I SITE AREA 6673 ACRES SEPT. 6, 2006, MARCH 2cf, 200-7 0, ALLOWABLE SANITARY FLOW(DENSITY) 4 APRL , 2007 '�� GROUNDWATER MANAGEMENT.ZONE IV d II ALLOWABLE FLOW 600 GPDIACRE TOTAL ALLOWABLE FOR SITE(6 573 ACRES)(800 GPDIACRE)=39438 GPO MRU=TO: Qo SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS:70'X 4T BUILDING 79405 PA�tmi6uuck lPBvk➢DneaffiCL »i' \ w USE SANITARY TOTAL �: [\ 3 I � Up= OFFICE 66p SOFT 06 GPD 41 GPO ®�r x� � Dp O STORAGE 1483SQFTX 04GPD 60 GPD CONFIMEETING ROOM 30 SEATS X3 GPOISEAT 90 GPD `� C� SHOWER 5SHOWERS X 5 GPDISHOWER(EMPLOYEES ONLY) 25GPD UTILITY ROOM 1378QFTX 04GPD 6GEE a Y \ `a t BATHROOMS SGPDI VISITOR X70 VI81TORSIDAY 350 GPO 672 TOTAL 572 GPO SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS:28'X 20'BUILDING 1560 S JE USE SANITARY TOTAL 23 GET /65o56n^n1V \ \\,\�, �(//\ \\ STORAGE 5fi050FTX 04 GPD TOTAL SITE SANITARY FLOW 595 GPD (D SEWAGE= g \ \ T RE DISPOSAL DESIGN: "° b �,\ 9• o ^o� \^ ,�"u REQUIRED 595 GPD x2 =1190 GPO ,3 aToe °off `^ men[ \,T _ PROVIDE'1-1200 GALLON CYLINDRICAL SEPTIC TANK .,,. ... . .. =1200 GPD LEACHING POOLS. ' \ REQUIRED 595 GPD115 DENSE rp \ \ \\ _ PROVIDE 5-10'DIA.LEACHING POOLS WITH 28'EFF.DEPTH =440SF •� //» \ gar SANITARY NOTES: 9 9 \ K 1 SANITARY SYSTEM INSTALLATION,INVERTS AND DENSITY CALCULATIONS CERTIFIED BY MICHAEL MAPES,P.E. L. hplt 2. SANITARY SYSTEM DESIGN BY OTHERS 3. THERE WILL BE NO FOOD PROCESSING OR PREPARATION ON SITE 4 THE SHOWER IS FOR EMPLOYEES ONLY AND WILL NOT BE OPEN TO 0 Q ,=q„ THE PUBLIC 5 THE BATHROOMS WILL BE OPEN TO IT IN PUBLIC ONLY DURING NORMAL OPERATING HOURS 8 o o r � o9P � •I ° oL P5 NE 6 \ o\D � x • 1 �'� , � " e YpTy Q rTA y�r9 IS qqUp 0 0 O� O TEST HOLE 1 John Ehlers LS 3-21-1 007 HIGH no[ a,x olxxg LA3 4 J _ al„�s,.. o,= n er sulas exavm moor oa : E 100 SAND _ M 0.5 NEIH S�6o25'0�1`N / a 9NDINC EL- vNE D NEN nue To ueo L saxo - sv �Nl 1100 - '*Xo xre.zoo. �a gay �OF of — 5 SiFFOLK CUUNTY DEPARTMENT ��' '� »T — 1 wnlm IN vus OF HEALTH SERVICES 'A �/� � a to"'� c��av+`n1 xx^vm vwe AP ,F,N� Myo O'p x m sw pN P APPRUVAL OF CUNSTRUCTEDWORKS ° t° w^n / 4 AN 'F j6 uae MAY 16 -- � ' The a H �' R r A 0 / 19 LEACHING POOLS 5-W DIA X 2.8' EFF DEPTH at INS I" I I . L H 6 I'iy _.� �/ `� -✓ W 1200 CAL. SEPTIC TANK 16e CCrllficd t ' " q- ',I y `� Ll .� ^j ij / OO1 0 5ANITARY IWFRT55Hc0N ARE ASBLILT CONDITION A5 GERTIFIED BY MIOH4FL MAPE5,PE aM 'a1C12SKati � p WalterJ.Hilcer�' y-- p 011kaofWaste apement � „°� �. " a� � MICHAEL MAPES NYS PE LIC. 70501 y r Notes: �� ,'^W•��:m, ■ MONUMENT FOUND JOHN C. EHLERS LAND SURVEYOR FEMA FLOOD ZONES AS ANNOTATED FROM FIRM MAP No. 3610360482 G DATED MAY 4, 1998 /'� 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 AREA = 286;505 SF or 6.575 Acres / GRAPHIC, SCALE "= 50' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF—\\Compagserver\pros\M06-203.pro I it I� i 2G t�o p�LE VARp la, B 291.4 G"' JW^Of F_�i7ia�L� FE AY L.L F. 009 N, 76' 18' 00" 312• P Nlp Epp _i °' p0. NK �� CL 0 N � SMJLp�RpSQ e°GHRS 3E ,�Y... W ` CONC. WJ00 O oS N A ° nror `p m �c e b Z FR �c G LONL, d ` � m 87 � r w 21130 oI��pSFE�EwD S10QM°o g PY Y W 00. FE, c /63. 08 0( 5 us 59. IAA 18' v4 5S', G fz 53. �8 i 5 r AREA = 6.5891 Acres to tie line SURVEYFOR Prepared In accordance with the minimum MA TTITUCK PARK DISTRICT standards for title surveys as established AT MATTITUCK Pot such use by by the L.I.A.L.S.by. and approved and adapted TOWN OF SOUTHOLD The New York State Land Title Association. SUFFOLK COUNTY, N. Y• 1000 - 126 - 06 - 17& 18 SCALE 1" = 501 MAY 6, 1993 JUNE 3, 2004 (found°lioa locglion J o9U v N.Y.S. LIC. NO. 49618 ECONIC SU EYORSG P.C. (516) 765 - 5020 P. O. BOX 909 MAIN ROAD SOUTHOLD, N.Y. 11971 93-176 f9 v9 " Z _r8 -_kGgpISiL Ile Lv� .. 2- 2a� t•FOA 2- 2R$ HbK • T ul M V F _ I L L`ONCP.l,TDr lOL92� I / ' Q rl 12E'7N W/ ('ub G/6 ROaD rilL•'6+'I Q ' tl _ m ! ? 4 a e * --octuplaucy- $T02 6E, m - , 1` ry N h �a V qz: 71 N C6)VE E, E 03 �e- - _ s I - - _ HOOP R ) 4''r/� 6yp$vh) oN 2 x4 l64 e' ULSII y- 1-- (J Qup6S _ W/2U I.IF 57�'L N N 4 IdTfl'I✓_ st FAT IV rf8^ GVpSJM- SPAtL"rN TIME* It _ I1J • '' m - v 112E >:K"11 or orsx I � �^ - �� Q _ evTwcJISHw4 AIz _P ry�U05111u 5'-00 :r- I SYSTL"wl F L POR I ' MEt_ ® I FOOD TO -CONFORM rlv Qz TO 'SECTION 609 t 904.II RE1N G" G-It�/j0 WA1 ti s r •'yoo-�t ,� -_ FIRE CODE MEN YORR a OGGU1'WY1W - Ia N)y}X OYLU PRUL�I Q Pt25oN5 p y N.,Wac R'c�rt.55C ` STAYS AND S$CTION3 506 507 NEW YORS STATE MECHANICAL CODE. Almrn VIVO -too _ .194 16� If F<ao¢ a¢,rA -� of dJm RHe#xf s h �? /z ,4 NDlO- .,. : � DDy tli71rJW{fH � a Pt .. 3io 1m V i . O � i w 20l_0, a'-4U` �lvn ,5,-7 ._ 3'•0" z-W:' % 3Lb� :4W 'i�'•o" �" rt9'i11Mr'''' �4 (�o0»t A tn,3.o'u n.4: 7-4g sowT _ aMn yPJ��ooR WARREN A.SAMCH + N- ' 0 Is O.T- 0E X1033COXUW E LLp21Ne# 8 �0 lb-D 'A FT. W CUTCO 119 616-734-7402 Vint �,La�1�J 4°/t B"od SR F7 Wlr ,noW +nb�r� Q21 �w� :.SLA26; U� I�?ar< M � Wn �_ IO"w-05 TO 9097 10K H P 7- �,iLA 54fwr4o,� ue�4r4mg I ee;� F4 i ,A /r�lz-colvl 6 Vt E 'ie,4 A 4 r- ED AS NOTIM L OM 6 Sfle-7409 ctFr-Tr��:.Al DeTAqi- Kf jQ DATE: Ina It',Rt FEE I I . N011 2615'�'lNaG BE PAR AT 765-IM BAM M 4PM MR THE A FOLLOWNG INSPEMONSI� po., - Twa REQUIRED 1. FOUNDATION Z(; E: A FOR Si CONCRETE 4.ez- p Irrw ' P 1"7" j e�.7; 1 ,Tee A 3. INSULATION 31,- CONSTRUCTION MUST BE COMPLETE FOR CZ 2. ROUGH �FRAMIWG & PLUMBING 4 FINAL 77 ALL CONSTRUCTION SHALL MEET THE 1,g REQUIREMENTS OF THE CODES OF NEW Z,48 H I , '471, YORK STATE. NOT RESPONSIBLE FOR 0 , tip INS DESIGN OR CONSTRUCTION ERRORS. 4-1 e kz J J P) r A 4 r co Ir fff 111 T, . �# " 0 COMPLY WITH ALL CODES OF a NEW YORK STATE &TOWN CODES r + AS REQUIRED AND CONDITIONS OF Ba t P) (-.4 UTHOLDTOWINNA AfU e i57I (6 SOUMDTOWN PLANNING BOARD - 100 TWEES J iT��iT� ej f"p T e 64,. ✓ N.Y.S.DEC Y4 I "Lc , I If", , -' , '',r, ��` Ir',"4, 4 'p*j5. 14 . 1-�64 WO It',], PCtX� 0 4.17 rej-Tt IN OCCUPANCY OR TI USE IS UNLAWFUL AV e ms 51 WITHOUT CERTIFICATE w r OF OCCUPANCY 0 N; DO NOT PROCEED WITH Te% L 9 W,A T+a HAS BEEN APPROVED.FRAMING UNTIL SURVEY OF FOUNDATION LOCATION LT.J , i J CERTIFICATION OF orl PO4F NAILING &CONNECTIONS eIt, 5A?V,47As0 bPvAfkj ,40_e REQUIRED. IT W^44 70 06�,#i Ir, IT, All L OCT 3 1 let r-o -7o� , �W �f I l< I ?003 14'k'v�I A,— N, 6e.08- 00 1$v 1(796' X3 vis �v J ALL CONSTRUCTION SHALL 7If MEET THE REQUIREMENTS OF THE YORK STATE. CODES OF NEW PLUMBING ALLPLVMBIN WASTE &WATER UN26 NEED UNDERWRITERS CERTIFICATE TESTING BEFORE COVERING 4144, REQUIRED A4.4 r)ri 74)ce P.4 e e FIRE INSPECTION IT REQUIRED BEFORE —IT 4 T /4ATT OPENING er I IT WA#4,4W MA 4`� I y *4- Itl, I A . erp t j te it L IT It It 77 It i t!A( 2'-Ar 9 k 1 � q 1 ni-ev rl�" k J a 31i�- s' - rL 'c.'G U 1%,� i a-,x 2rx e' til � - jnj Ic'n, w A�� .1 � 5 � x 3 � � v° � �"__ � � � , 1 `� � � � � � .1 1 5Y4Trtr✓i 1 __ , mn - � - �I1L. ,4 Gfi>•Jj I' 4(.xcir 1 . r,. ccb' p r �5 7 7 Ge N . ,L IC' a 'H/t1 hJ k" L:..it _.e 11 c. ✓ ,/�� w ! , �'1p14.C�'(r: iLert 1 �tlDB, # UtduYylalnl - to welly OEtU ('!lttc"y'- �2"fJYa9�Y ,ti r� -" � ,r�n',yuac '� ffffff '. . 11111 ` ST]ATE ll�flfi; SEtTTpMQ, CYB, .G �r -, ,�-:, -"1' �- ,� , �• , 2"k 4^• t4✓yY`+a� _ X -50'7 N$N Td>lq. $E' ' �t9V6F S/ " � ! 1'i$,F�1111YC C"R . _.., rt - -- -' 4 - P r 1 `�'' 2: # t rr t14 '1 ff is 41 C.)4 w 16'TGn - I ll a r;7"" - i. �'I 5r7 �i ia' Fcdn2 hRY'-H j - - -- I a' - � ram. _ ., Cl ` >aS G',ilY Mi71N6U4VJ x ".@F7i,l1,/i I'RaT 13 Auu�ED ! 1 �9 U)� �^ jj .I. , 1 y ,Q'W 7'-n• n li 44.. _ Gk !f Y :' N y 'j''.fln r, Or 1 V+ '�J(�© n t .n ., .. ._ r*` ..^+gf••'7,►.,_' Vcx!' 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OVERLAPPING llY 12" 2^a4" HATT&NS SrP7 dWi 5N U77ay LL yM �o'fE GI C2foC' TJi 11:4 -I hIlSN 1 Gr t N< LO 'A ELECTFZ ,,AL s �Afx � y ' t+�oe. BY y 2P IFLG LV V-) I• I- A, _ I 3 W t UCIc Wd'! ;1452 r t vl� r7u rfa y r1 �{ rA 11 2. .r I _ n _ i �� r r. ;ri A SrsSr®llAk:»•i_. •-�.-..� �LV ;N VAH Il1T ,,tow gv . ea D f .�..-. .�.,.__ -._ ' c�wrr A,rs !S. ;...r xsfVv 'L� _�-1 ,-0• B ,.c9;un� I � +fhi$ ''.N�'I X '11'CG � . _ _— -•°4 { Y PX!'+!ri',t r;. 1( _ +i. C.o[o 3r :i .� f tea. �, STCt-�c_ fie ' ..t�:'{;>r5. #!'eP1�"�, ,y.L �_p , .. , v u� 'St5•'6"1F448R' C4'7S x !a, _...._�,�.�.�_._....,-.- ^ tl- � : eclNrn,a vri.4r� - E%r C,rl :a tio-r v ^�'o. p �a. DA7�.' iwVIL 'I 7a0t UVS': 103Q-43 gf m OWEI PYr 1AtY+ 3A' aoil OV i66 r,i', Q I �..�,e-. � - � - .�.,..�<.-....�....--...,......,.�.. .ao..,,�o��...,....r........,,.,..,w..,.�,.�..,.,...-,.....�,...rt........,...•.r..-..�.-, f8Y3U m Q i �I Y i i' lA eoMPEE5510N Tmv- e?�'kN 51GIJ SbiNY � 7� ! - I I' 4 i }7 c�.v CGu,rrot- , t Farnn H6aTIN$ �157L'Y1 FL06i r..- -• r1 ♦h av,Y y, 1 b I JPO M r' 4° __ '14 7F,"6411 I T { L %p i 11 ISOMETRIC PIPING DIAGRAM AT BOILER 14 I ' I GENERAL _ _NOTES H i kU J 1 , CONTRACTOR TO FURNISH CONSULTING I - ENGINEERS DATA AND_ CALCULATIONS FOR TABU _ SPECIPICQ HEATING DESIGB'. FLOOR PLAN Z. DATA FURNISH ON THIS DRAWING IS ,rc. I 'To tiro.; y�,-, r_ I SUGGESTED DESIGN- , HOT WATER SYSTEM SHALL BE COPPER n PIPING AND FITTINGS. 4. PIPING AT BOILER SHALL BE THREADED . IAy Hr.VT WqT+`-r_ AS EROUIRED. HRASS 5• FUEL OIL STORAGE TANK TO BE COATI AN D' p TO 675 7 rL' 4 WRAPPED. _ V4vF_ 6. FUEL GAS PIPING BLACK TO UNIT HEATERS IRON WITH TO 'oz WROUGHT IRON FITTINGS. 7. .ALL PIPING TO BE PROPERLY SUPPORTED. Skyj. 14 Lr+iv I �- ~ -'� ! l,� £CLIEK val_JC H^ SHOT WATER HEATER T . .Irt" " 01> iz ^ Il'rl +y p , 'IF �� { �' 9. BOILER F O 8S OAS FIR EED. Y 17,:�. C'I+ !. Ay,+— �L-"" , - ;\ ' <r�, '� I17 FIRED: O$ BUiT`DING HEATING TO HS GAS - ; 1O; CONTRACTOR TO PROVIDE CONSULT xGt t - ENGINEERS CONS PARLTING `j. ,- , . I AND/OR MATTI I r �,, DISTRICT y �tiV 's`o f`^x:.r. y . I e,. CALCULATIONS HOT AIR HEATING AND LAYOUT FOR ITV 4C1 SHL -� LARGE * FOR ALL ROOMS AND . G .�•�� `� SAS � 4ize: ,.- U SPACE: SEPARATE ZONE O _ A M NIT HEATERS. R AIR M6.IJ .J1Y 'F .tJ '� x �'n4 ''� ' ' ��t � f{nT v./:}Tt="f�. I+F_rF7E6�-. REAT HOT u 2f41P1. =` �t '-nr✓��pA `Q� ryp-tE � GRAM, Ai WATER HEATER (' I_ ;-'. ' P - �� ISOMETRIC DIA �a�' T I r'II-: .n T^ f7,f1 GC7I' I_ C'� 'ill ra lld r.�, NtC5dc7 OQ COUAL, %1� `ti Jh! , f 1 Tp gE I.IIP,CC7 `7"dM Its p51 Tb t ,�.m* I� I I'F 2 �_ . t -C� �' ppCiuTv;I"G' "'AoenS 9Tu}rt ue " 42 v. O I ST I am+' [ A {v1 #77 17 U C+ L N�/ I 1a_ ` +=, a r :as ' I.JRI5 IL,'Mx .","'X r;h5 P VLL fNAIFI TI'a' " fi 21 -1� T �_. l� .f � _ }`_ Kryr _ ^ {::faGHf, IUF.,id': ., AVS r.Nt'_ = k:F)C. L' I P 14+ _Ll. y�/.... _.L.. _ ._.-tiL.�--? f 7.}ja$ ISOMETRIC PIPING DIAGRAM vc�1N,• . �__,_.,_ I PLUMBING RISER DIAGRAM 0�,ly syj' ; J + I I I i. rI -4f 7 — � I I r ----- �- G - - --�- PL -- — �. _ .+t �- - -- _ +�- �� —___•._.4 14 .IP l�It ,7.1 'r 1 b1� 3U1'1y0�' {�,(ifit'7N 1/k Td �-5ta 1-I A -2�.a Tk'P. C'J f:..S t rd?,, P�oT TGN1 (JI- ; +?!>Ty _ I - - - Il _ - M <! I I.i ! ., _ f,. - F.� _-UI! qv }„ ! .� ur .a.:. IQ OM 12G27js � j Ior7W �rlJr.�'r' 1t7i4ri --.. . ._ . . . - { RQur�t,vtsy ry r h L P_ P l?1`T � E � ,fra rar'+ R e 9, ,Wa1w l e 1° W MT. �+.� IL 4 C 04 Wi#aJUP ,A' E LiT�4 to u� 1i5srw 12 17!?�e7U �'li 4� -I . w_"' PEA{- jMoe4+ k'Wf hs . SYll+ril"a" CJF ri .'M,01CLSGTana YiN LPM 1A111� IAJ �,/ts,',. CA W) 1Z 4jF.+e' +'u� rlW.:' t 4tY1�: .rjP1+ �G 2 ? e Amv Exua 1.,7� r u oRxE' nr , Pvs: ia.v Z PIA — F74YN8V: -AA - - �_ SCH DOLE OI- ;DI AVVI �.IG qy,rac o1k,ComtyDmPit It tal'Heetth 9ervicea pp�kaRf4rOonetruc400 S,i 'PLO 1 PLA1,,A --,Ali)TA IC.+y 912•AI N AG E Flow /71f.CeP1i 201� �Loc//� PLA1J t fit} � /esr Slvn.ea-T,E 30 r O .y PEC0/v/ G F73 ulri)� rlor+ pLaN II.�,,, ({✓� ` BAY BOULEVARD 4cr- 6 E�&VA-TI ©us - SEC.�-1 r x7Fn°F;Attme y x boon awed for S ,§ ,te�Ioaltha'! general lords. cal a with So" s Ci` 8 b L E VA T 1 �0 H S 45'"f1ePR th}'`.t of disposal. Service Regardless rely emission,, to water --,_ ---- --_-.- . .Hleupid °8d yc�E* t Vt disposal. Regardless of any NF B Ohl 'lileaamstenEre9),ro ,lµcb of detail, conehyction is required to be (a , 6 SE:.C71014' ELEC7�ICAL C�TAI:a- GwiK _`CFI€iat!!.bs "noyo' rdnrtce,w3r�i t`he attached permit conditions end applimble, Ilj,d_ ' _^ n Btaad'u'lie µMee§; cally Waived by the Department.This appiovpl el l,' ._- N76e/e. 7 F S p�U&)L31ti 4rD ' F1t AT'IN E7- DL°T.41L"a _ { eepu°ee 3ppygera jthe epproyel date, uulem eataod or rmevrsd,n(� ,p 0p E' g °R pr EL ACT tZ Ld,qL LI 6♦✓T I N! LA,pUy pp \IC 1) ewer nL't �I PLAN /.B" ZOf31'N fix.C, Ttif`P! {I kLL ig0e rt vvEc ', UYL, /'OLf I R iz Cl l2W JE d ,..tt 1_';:.S K (fi A C+4A/G Pods TE ' ' .Y 7. k4 1'G SY1 `f•! 7F✓t^ 2rLq.¢, uribn[ Pooc. 4L• _ EON Z-tONE: A& EL.CV 2,0' C:.y'7Ji: 5() EYY�75ULr C C2-�1,2:I.a P , -TAX MAP NUMF:a£fL 1?167 elCYi lOQp SECTIOAJ; 17G i]ILvtul I T /8 fE. agsx a9w F Jlu � nt„ I �� a/ .yc• �', � Lnt, IB f'h,lnauz�) Iy 'jItYAT�RL Irx (6hMUST!B N CT FFC k C90iTy DEPT. 0014 e �RAc I/C`` PINT a F N TA L T lE� E I F h a , AC 'r8�2,2097+ 48H0UR5 ,' ,'R' VANCBt 1.1 RAIL=FfiYCfv �/sAr- O/ GT[ R]LE rf¢C'r4t:l' 4,v1.IF4TY .dCfZtrw ',. ..';,+?EJF'P✓'r1CJ:E� �".111-r)hn� peseUA'/- li ,Yo SCHECULE INSPECIj4(t.� • ' �'ve dIt, IR ¢IF 1 �J( �) AeI--A AAJITTA2y'e),PO T/l''r' ---- '�{" fA11 t 'ul �F 1 ` I R 4 76 cp S{pl I, N U1R rua, 1A�rn,t Va.o; p ,. E tI�6,N1-0 rCrPp G R " FOR SANITARY YST,EM z0,0 5var o. ly41D YRCMI�N +.YauKh2Y 4 42. 6GD %040, �aF'T-._-•---^-I r7 .�i rVib EPD t BY HEALTH DE kt' �� EX/S7/NG i w, T r .3ti - N �a . t6u'7 /STY . F✓PAMF,1 -w �� . IL --� 21:d' O 'UTL. EOLF _ �1=A;a!- i .ArY �,1j' h!Ilh'I ,8 III, BU//.ts/[vG ti:a�ssilunra rio'NIaN4rz v/ y ,F _ PTIC -I'I4NK ' F.t{�' Dr174.D�',vr., x �,,� ,.3•� 6Pn � fLl —I vlsta./I��'ty-r L0°A7eo 1=, om' sco Ole - - -� 4gAr,E' lltf\ e'U�, pa-- - �a I' a\ --- L,FI�CNItiIC? PC7DLS 3C7lJC� F'I' MIPIIMUM I , ` couua-crla/i 7�( ((�� IL� ?Cthp"HI6ti1 (3GG/ �i2a' )?X.7P F','•Tli ; SPL��VIDGt7 -� I II;Pizooa{rvl ° e ° G2 GOr`Er, 7rt/rF'1=1a AROGND Awe w 40v7d rW Y-LgOtf 4-110 i qz) „__-.-___/oYat ,1 F.Ic ill .b of t- _ 6o. - A Ir- 0 ,,llII ... - AI 20' o I ;f7,'/y>"i .P'tb,t_KIIWFa I aw/1,s iu✓ A io.1.4 'cw S CIAC1T'` Fi Fi ` 1w_ATEI'n BI o° ��" .-��..[�4-S•Fo' I �N dR(OHEN CO ,.�,. T LFPeHIM i / 5EPnc G2 ?w N ',�" WALK POG•LS T"ANIL "1" ;h.Q 07'lF04f tJ - �E6TI-©14. 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WARREN A.P.�A'MB ACdd „ SGHLE / '•' .'i0=o" I;r �� w '�` CONSVLTIN«ENG1NprER8 < wAr6+- -1{f.:I G'4VTl1 ISJf•'r.L7cp --a' P.O. twOX 1033 X -�o /,0 80 l�.o 1/4° Co 140 + ( w LAWR CurC "=,NY 1104 W h'u ;.1 f/n 1 —b N ivlt-r)[J: M 5Anro 5P --�'-"=_..�1 . .' '�" ` ,1 ` J/V /'%15�p bf is: G- GRAPlnr, siA1F ''LEACHING POOL ', SEPTIC TANK '; GREASE TRAP_ 1as7�° p6'r1k%J gy,• Io3W3tow I � o•,°°t rl L—f. f'(.,p' „ , _. y .FES 10 •,. 7•"a_xagt IA� Cca:I;I.n ,;1t<I_�.Is, u= a-23.2aan SCAM: a/1e•=1'0• � - cHcc.arto' C+v: _._ ✓odN'?. 3tJ�/' - - �roro' 6'.v I orSCF E.• /.' Y ^ f ( s o •r, ' p 4 01fn I � 141, Lv1- ----- -- -- - 1 2 2A9 HaR - IL 310vT- 4� 3 � b �ti O ul i j2e'IN III r ':11 I 333 C I �O ' I I nI {ry � i fe I I _ O � TIfI:U rl/'L -0 N COVE Z E: L) Nm, fJ EIvcO 'Jf'f Q. - 4-b/(%" G`/PSJhI OII 2•v sn_IL�,4,S JL 11J S _- ) W 10 T Q1 FATl - V b�+ _- mQ�' �f:" GAPSunr. :Pnt Litl -roew a o— lu'—n�IN Ati' V F, __ _ .,.e Vlei I I iS /A E1J `0� 1.71u:Jl:u -1.+�>I♦-1 U .. ,{•^ Gb 1JL Cfa7C5 L MLf_ �I N �r �Oo!✓I G� "I LI_ A I 'TYPE I HOOD TO CONPORM NalN br L- IuI10 W/p1 rr, N III I'f r III - L/li i!i.H \' j TO SECTION 609 S 904 .11 fff a I V _ I RIII� OCtUYIhUGN - 10 Nl/�X fCCUPAkiCV- L %tL$7N — I Fi41LEG- ILLI LQC¢F'L CL1 FIRE CODE NEW YORK I _ 14NJ4t Rt erASP STATE AND SECTIONS 506 'LYAN6R5 �r�.A,. S 507 NEW YORK STATE . ) ' I � JI > �- - _-I MECHANICAL CODE. _L &rP.4m WNuf µI III_h° IG" I �I_�„ '..`{ , —,'— III_•b„ � �I 4'-rs , I ) ecE-luNc� !'IC- �_— f�_ - ,jjI W.7//l tS Fl I 19c� b� IG Fcoa¢ ne�'A I I I I I I `J �V © SrV r"TIOG(U f 13 4Q4wt01 \9 _ __ I Iltlro Ptt<K• o to fvCl s I ce) © G I Sur vuy W71u6J15N 9 r ^ 11 2 .--r-.--41 fy,— MATTITU64 PAlZ� CGlji"SILT cmeT MNT7ITUG : II / :.� FLU l �! � GLyIZ lu4 8�0 lbro SG1 FT. IN/Ihl rIG7W 2.o'Y 3,OI�L.0 ;6 wY C pc ov M,II, Y ,\p• ry Wr•kF::,.i A- SiM.IDAJi; CONS ILTING L=NCaMEErt:! \{Cly^[Il11110� 'TU�I �abd �•rJ F"1 y,11Y,IgOVJ }n00(L Q2'j AF'l . i,. 1_ ,,��„III n„ a��j; P.O. BOX 1631 Cox UIGE t * , CUTCHOGUE• NY 11,3; GATE: NP¢IL 11 IiW.L :A-V', 0 _� ��.�..� - - - - - — -_ .r..�_•_.- SCAL II I N 15 I to I o Y I� I P¢.pD FopTl"LE" U917E¢- PAZTIT014 VVA ..4 a o i o �ii l I 0 ocd � N o a 4,. ,. -- r Ilo" ole coeN� ---------- - r MA7717UGIC pgQK D151'�Ic-r MN�71TUGe Ny 1195'� ScgLE; 14°- I�-c"• WARREN A. BAMDACH of r+ CONBI�IL7INO ENDM&M yo P.O.BOX 1033 COX lAAW CUTCH06UE,WY %I" * 690.78l-04K DATG: APKIL II, awz aevs: Iu-°o-pq Qmvj116YI SR 3m6 u°1 r)ogl ROFesslucu, ScaL[: I/.C" =V.n' ows, we: �"'P& HALT 5tA PS 0 N A .54L x 6-Ull"Ce Suice-ur Tieds /A311A 31 ALom IN um vgSm-r -50 W.J14111W V�, �.Ox FLY SrxrL- ._�-u 5"8)4 71t4ij U1201 PtAge. WAVOCULAf2 SIDW6 TV V a)e 2 1 vp pt/)Ie- 4- �do :4?N r r4 rz t ----------------T_ BOLT To C, 0 or. sl m P56W ft),-rA ji — srrV*r., rig 71t oo�kjM Or- ),, IL_ 4 4fLtyt3L'W/40 A6P�MLT cPX SUFATI144 o�i ALL 5 W_14r�j�j Tc, H,4- A I L-LU 1)4 4e'-_012ChNC& W174 Nhkj�],-, S'4!tep"'� A li� I Mu A) FY UILPIN(, r67 �4i� Of PL4Mje_ LAP 1,70F PLATL TO 60Nj_l TO At161/TPH m4D o C.4. L 11.1,7-4 7,IE - dCo(2 Pj4, rr ------------- ff',V,� vi- WIT1\1 915drOiJ TPI-Wk� WqSj:�,�_ e Ux F'Li c, :5�0617)'T- DLoi,, ueAwj�j6 1,1 Q_' W 11-2'_W1 S-T-4 TV v c-:x nco1".m CI�J111�1,i - 0. To A$er- 1-o�b Q 5,U L 14-MO 0 779 5WjF-.V44 �A'�TA tQNL r_1 r IE �AR, JZI--Ivj WM QLZV �TICNIS_ SC LWULA710" Wr PLl r;Y'rE IZIQPL WA�L5 QT' OFr-iCa,MdC CIMC� r-00M, J5,,T4 V0000, ilctid4 AND s7oiil Tt T 0(——---- MINT - iL PA k K D 1 S7 T FREELY DRAINAGE SAND SOIL CONDITIO] % MATTITOr is NON N., I -EXPANSIVE OF ME A COK15,10 JNu OW 1146ERS Ile F.o. 809 1 uari COX LANE GUTCHWOC, NY 11" VA I T, "7 616-734-14W E- L 7 % VArEt WILL 4 ZEVSi 2371 rW: w j6F5 il!?� ti 221 0 4-- A5 PUALl' L P (ji -- --------- fN SULA760 000z_ Li r 14 Ul F_ S T L r VATI C2 elrg,p�-� LAP—'�L ------ 101' A41 s G�v P�VD *VfaajNc'. 7reo cA� 2--wK *1 14 'Vfy 4'/p F— e-115 IWL JL &Il 4 L4,1 1!0 (2yP 50M 9 Cz A 0 r- MA7TIT064 PAZx. C,"T 1 u4 U OU:' M A 77 1 1116Lo MI/ Of IvEl, yo WARREN A.SAMBACH 44, �ONS ING ENGINEERS P.O. EXT 1033 COX LANE CUTCHOGUF_NY lim 616-73i�-74W T 4�1 t�J 27 o 9ATF 1 A-POIL IZ 4?3 P6V5! Ob_ 2�03 f)w)j BY .5e 10- F"-s Jov Nk. yOql Y4" It Gv jowc_All 5 � !II n - 40 I7m1"' r Y 1W qp 42 n Yo i 3�41 PLYWOOD R-2-2 IIJSOLATI CJ4 ALL i ?lwlY..MIII4YMpJ IVMYY�aY. '' b JD ' �' WeMr G"'a I p y� vrp m. {Goole— W/ I"✓3" 812117GIuc� 9'_o.�91 lroet View _ 21v4" ToP# 50T7oul LATE9 I/2u SNK.6Yr�¢.e. P�6-ru 6lbE5 1 2-1-5 All IWM '19¢ WALL6 � JQlllu' I - _ 1 •___.-..__... -_. FINIsu t1+'✓LP t Ni.O' �"�yr; I �K 17m i 2„ SHEETS•[ OF CDX r — -r OLYWOOD GLUED TQHER WITH PREMIUM ADHESIVE: { I 7/�&nm11F GRAIN ON' LOWER SHEET• " - /, - TO BE OPP.09TTE TO I 3oA�1 g' I UPPER SHEET. i 40 TOP17W411N 1pPP,I I FINISHED SHUTTER TO BE 1f 2" MIMIMFIM LARGER THAN '' ' LJWINDOW.. FASTEN 23 S EE SCREWS LARGER TAAN 8 ',0" 3 SHEETSCumOVERLAPPING BY 12" 2"x4" CQNI`o2m rD ICG/4W51 h uT• 1 IggB_BATTENS ST9/ZM 5N J77EIz_ r r 3 � �L t oV�¢ HrsAo LItIITl 7 n 8 �, I � aQa�' Sf'>•!�W !> IJ L 6 DISTiZl041'�lOt`I p/kl� EL DETAIL. LP "A" •,`` 1 $YW STk�. cRnO� T141Ck "fY��.: ___ Se For= PU LE, GOLr�2 I 2n 6Dfr (, 0 'PI` �1— oU751on Llt wYz 4 S'TEtL - I' ' !�-us 13 n \4 U P,41NT esVIay 2 2P look SpAl2a— Ib _n LOu� $�CTInN ELEC7N(C>}L C -- 1L Jvc EHtnq LILY (S Nh4°W UTE 3 2P It7o/} LP '6" 17 _(-� n 19 MA I TITllCIL PA2k; L% ! �'I"v-T f Pnru7 c�Lozev 4- `LP %'Ok VIL �ueNEz q —( 1 n— Zo MATTITUCK N'/ 11952 gWNEQ- L STf y jjj" FLUSN P71rwT coca¢ 9r 5 LP WA SPARe- u '_n L qw NGI. Ll T[GW"1 LOU V6rL P/I InIT GO(�p +2.Y i RcM A.SAMIk3AC71 i L C� o SYE�. � _ _ . 'L3 —n 14 COldu 4IIN0 ENl31M6Ei'+,a ••,, P.O. BOX 10M COX LRm2 _----' 7�E74IC LP "13' 'c\ A. Q CUTCHOOUE.NY 1160L, - PL 3 ii� ��`� sa'g .� p -- k. Po9 _ ZITE PA O Y LI Fr U.r:pao4 FlNv, -2ro[t Ilqt, 616-734-74111E � ,ter• . -" - tlIf y, 11-4tj !JlfNTONVILLU. NFL WNI1'E S70MF- NY 11357 E%cCVT A5 tiAQTE,p {� DATE: APQIL.11 2002 Q,@Vs: 10-30-03 p1 pwm byl wo 23 �,�oA°Fes io;ari` CN1'pr3vr - J06Ne' 9091 ` SGALE; I/4'=I`-17' Ou.lrj N°l 4 aPB 69Y3U VENT FL ue TNef1 �mF � � �^a � CDMPL'LSSI�,N T/yJIG E�`PANSION .101NT I \/TO "-A7114E7 -SY 9TAV\ k \. 1 �)I� GAUD[ f eLoa VA FIowCoximal- ' F120M HLo-Tu+4 WN ,TCA �/ I� a j �� I r 1LL �� I N0 p�✓r �� J�pt\�� L I I ,•T�ykED / J pUJ� mrTEl<. �dr I j I 4AS SJF;=ci ISOMETRIC PIPING DIAGRAM AT BOILER GENERAL NOTES ^ Hb CONTRACTOR TO FURNISH CONSULTING _ ENGINEERS DATA AND CALCULATIONS FOR THEIR ^ FLOOR PLAN SPECIFICC HEATING DESIGN. WA7[R SUPPLY 2• DATA FURNISH ON THIS DRAWING IS SUGGESTED DESIGN. LHEOC 5/µEVE T—I\, 5iLFAGN IRE: - T A Wh TF_r 3• HOT WATER SYSTEM SHALL HE COPPER !!! } MtATI,V C� SyS's'fL`'M LKNPUST fS Lau-VALVE 'r PIPING AND FITTINGS- Q• PIPING AT BOILER SHALL BE THREADED BRASS HOT WA7GrZ- SLlf'joL / AS REQUIRED. ' 5, FUEL OIL STORAGE T R TO BE COATED AND HoT WAT¢rc 1¢c7U eM ,� TO SYLTU'.M WRAPPED. CN ELIK- VALVE 6. FUEL GAS PIPING TO UNIT HEATERS TO BE TH❑QIVIO COU PI,F 7D T11E¢tl10LO0pLF \� BLACK IRON WITH WROUGHT IRON FITTINGS. 7• ALL PIPING TO BE PROPERLY SUPPORTED. u¢cur_:; lr,r, palvp CONTVOL- powax 5upfxY� I+ - 1/2° oT C12co LAnmrf puNIp EELIEp �/nLye 8 . HOT WATER' TO BE GAS FIREED. ZIT414E M 51wl - � 'G�i�. �?, I FOR BUILDING 9• BOILER FIRED. HEATING TO BE GAS S Q 10' NTRACTOR TO PROVIDE CONSULTING -- ENGINEERS r 11 �y "<' LOW riolNr DRIP NA,\ DISTRICT CALCULATONS ANDR PARR SLnP SINHOT AIR HEATIN R ALL NS AND LAYOOT FOR ' 1� u LARGE SPAC�r,`r..y.RPKP \ 4C16AL �(p$ -I171P ROOMS AND Mcm Lhv ��.r� i.c+ *4 0¢AW UNIT HEATLJS„--'_-� O ZONE OR HOT AIR (10T 1N,�'!E2 I�F_A722. .,N A \ M6N W m11t, ISOMETRIC DIAGRAM AT WATER HEATER __ �IP11aIn TO td— 0,,IJ, COpPL°R '7U71r,1C,, N\13C0 OQ CQUAL, / �� /tp VALVES TO SE WbrO -726 t25 P51 TO IV�o" F = Irk S„ 'a" iq,i• 7—� east3oAeP NEATI:V L-o:.,�a-rlou I�—. �� PL1) IVIf� IN pLRiJ - DE7All5 OI F, „ lap re o¢1uNn 1047tITUCv P,4evk DlsTuleT L 4' # ¢I4p I/1 Q ' uYr T i [\AA7TITULc N 111 52 - — Y OUTu7cL_ LAOfir I:�n,S FIRC.O HOf �� V 4 ,� �,� 'OHS ILTING ENGINEER$ PULL CRAW TO' bA7,x2 Hl�r,'l£.1.-_ p P.O. 30X 10M COX LANE rh r/'dt E,¢iV 'J L= ti ti - CUI CHOGUE, NY 119M A _ . �Stf- W--tdc ISOMETRIC PIPING DIAGRAM TO SANI i A;. e PZA14 Ac r 01VIL: 4f21L 11,200 IZFVS: Opy 90-02 _PLUMBING RISER DIAGRAM --- — - QW) 6v1 f, Ne: 90y7 SCALE, NT', DW6, N : 7Tp, I':r } u dh I J Ip nP b 1 ' I r I i I O r I 50 I I L rl . ,r —I-- L GTr JC- LI Tlhc� L. A 1 L16u?I ♦,lC-, � IK71J �. r L�" �, E �It� 'TYpE MHNL rt"'TL� E. -2 .11"fti LD >"3 N111r1�E:'1.• LJ41v} P INo11�171 tit C-{ 12•lP 2oA 12-IP" l br� 5J RµEs.. ��- GTp-IC LIC-{{�11�1 Ei NZ�I{.( A LI TH0HI F TitP 26eahl A'Z Tb ©re-s 7.50W 95wTTowl qt= 3VIST5 U7U5 cyrU9 eou ¢a� FAN MATT17l1LL PAU- OISTCiI T_ P� LIiIyO Il4 o T 1C70W ILOUr 1CiSoh LP p4PV DIST 2P METE2NARFVkE.gA1de1Cit/2 3G 100M 12 P.U. eox saga cox ar3U [ I1OW OM L40 ArL 110 C� GFILIU c� QNE 1o0k ICJ REQJIQEO SY LIPk ��0L , I-I D , INQN} $W fZ 120 .. ------- . ..._. . _ -- I-r- �—'II- VILTING ECOXL C{E�� _ DICJ Y/All- 7c+'�,,:� 7 I��RrMrj44�uW - ,Il�ov¢O _ �F TV gya�pP W112IfJ�' DIhENL NI �U C66 UE, 5b83hr 0 U i Ia rl ., I L — _61Iz 2 I'Lp _ or,�W 'WALL knc�7ve [ ' F QA� 11L I"ISf7 Il$ W PEAK- �DCF GGA Z.NEfLS -- ;1y1iJ1111�! DL<.t'_�- p i �p C LITI VuIA WG 2 3� 12w G-SG-S 2. 32W WALL- 60i/e SIK4L - E� NIYJST !1N`� 1i LtIHOJ'a\h Iz L-S - - I23zw _ - PAILWrW WAL4 V15C � PIA6LAM oaTE. NPeLlivo n vs g-Sq-v, . -----1, OWN 5Y: AA cNu:.n13Y, SZ 7ora��-: 9ohT 56Ar-E! II+"'I'-o' UWh N°: 8aP8 I V i_ outtbncEN I Flow /74 &PD3co/V/ c /39Y BOULE- VARD qr � :_! > -reviewl emdmmem,e eith SuRpof Healtandards, re lk water .dispoleea of any omiedann, r5 ;' ' x � c �' n � In a SAC:TtC,�a-IS�- � Lrc7cz.:vGd��, I. 4 ,- , <,'�..�� LIC>rLl" Ilut"7 LAv`0L3T-'h of detiun is required to be b K �a l f I 1- I" .rV:l L.fi' ' aamtdwor attached permit conditions mtd • IipblR ._.y bN -- ------ I!j,d -_ ') 'I- tally Waived by the Department.This approHj . " i` N 76a/6' �Ylw: approval dab,uolge or remwet�� I ffi aq®• I PL C7 1' ��/�_-.µ,me % : F?. Cf (�.t.NN 4�'Ryv+•Il`L`d'f� kF," A . sf, i"�' G4}'i• s M�rwot 4 4PACWAM- Poems 2/sec ;.,,, o Ur/, /�Lf /vrt'RI zz - Z' L,- i i17/C' rJJfy;Ti�iIDQT Po eC . / _ FDN { CcD7. 18 1 Y � �['F '�-__ /YoN '.;r DI67¢.IL7lI0C: 5l:'r-rf+JrJ: I-, l„ fld/:tu: (s 7' fE. 0.85X 09W 4c f/R 41 LOT, 16 B.l ha ) r � 4Y+ rig .19(ol MUST BE� ^y{� T DNPL ,�tNTr DEPT. OpHe F, . �� y, ' PRACnc6PlA7 -21I1) I_ '— _ A. /�A/L�F/NCE'_ o' on Foxe i 4CIhIED E HOURS ANCrr. tl j r li - — - a.J ` -" 2 (s'.ts- - 70 SCHEDULE INSPECT ), , �PpF F H I _ A5t e, ep lfpli CS4VAFION IF1 ION REQUIRED FOR SANITARY SYSTEM { j , � / C17f.F r +�+ulrrt2Y 4' f +' ' � �z3 a4�' 2W�'C %n6.4 I � a7 �,�Is :;1>a y�p�� r , 1 BY HEALTH DE � �•sq�a•T EX/�T/NG i " its -f- l tr 1 I o , ',- I . ' tccv FRAME, '-� I , r BU/lp//VG .mot _ �55LJNe.-r0 yl&4i4544e Pt'.,, /b Lce47ED S'on�[ � +_ �. 7' r%'. ��CYH �rY 7, P7,r 4U" I` W04 c7 PGCL� 3Cll. Mllr.l 1 r e 1 u�� 2 �p r pp 2 ON, 14� ' C ^Jo"HLd1 3= �' f�+ ).AM,7Yf "^t , ,.�1' �/ � �1 C.l.f _ S euryrr_ JUL 1 4 2003 � '�- _ CC :o•,t,a 7o.Fve' c I R OI ARouno - Uft.,roFFJ, , _ ...xu .� 42tv7e " }, �. Sf > tt r Southold Town .�'f� qn5 - — ---i _-_ .. _ ._ _ __" .___ Planning Board a $9 t, ` <'k 5/YFEt7b 8 .'4Y`.vld✓. i0 '9 , ^ -' -F-- 1 9 H i arc + , .� 1 p NIN(' g TO OF ^a -'--- - /o-•i . AF WQrF 'tea J1 1'.0' ---- - 2wJ o - - >IxC x/n .k. 1 nw q,.� _ iNvn•4t r,n, bi tw DAT � 9'74 BfpOA'FN C©Nq. Q LGACI-l!n'i 'SEPT)C GK'E A5W WALK TA/JL 'TRA4p I' 7e� ver/ v kw' kr>in � e d7tPOCF � FLTON -MF- I 6fNJT*A ZY DKAI a e NAB/ 7n PeA94AI 4 V � I JUL 1 4 2003 krr Y I ar; " ' ' � - Southsld Town a / R (� EXI � 11 i;f Plannng Bsatd w jiW „ it n gYiST 6, `IV. f:- S 63e 06 00, w R/7,5�' '� 5r3--gyp;: `_mow-�„��,. a - r Bolt-17,ttl-, C.I 'i.r .. ut f•„:d 07� W /SH,87• , w ..:e t [ d xf'1t.:,p 1 - 1F 1TN45 CQ ✓ a # P. '� : 2`+ . GI (jUf lµ .''r [d l lir J . 6Rk"A7 PECoVIC 8Ar pr> p �L! IC tnt Trl r1JC& A24 ,e e D1 T,e e-r _ -- -- --- - C C hM P,'i C Ll'INC LVD loT flA /V A b �o WARREN A.SAMDACH CONSULTING eNGINEVM P.O. Sox taxi COx LANId .� CJT{`HOG+UE.NY lily SLIV +4 irlr/r 77"�,1,"'ry P KR R9{a! r....T..__.,._.-. , __ ._ .,... .a.. . - l.4tP'4h't, Y u 4fa. k. 1p a:+ar _ II II ---- --- ---- -- ------ - I z� I 9 _ r So so iv co .-- G O - BARTLEY ROAD �-- � SITE PLAN OF — _9 _� 5a I� I • — � - - • sV I 2a `P V RUU MELLE 14r ,4T laS I I MATTITUCK PARK DISTRICT 1 AT MATTITUCK l 4• riG 1 till 170.o LV ICI g e TON OF SOUTHOLD W N N n M I_"'j" !'� J�SOD � I¢k Ib PORK r w I e 47 0 I SUFFOLK COUNTY, NEW 4 FS N y. SAILO 1 9 M1 EEDLE RD as SCTM: 1000'a2b-6- 1 b � <�I ! R I I 1 14S 0 1 IoR, PECONIC BA BOULEVARD bpa i W SCALE: 1 (I — 201 MARCH13 , 2003 Ily 2CkD,0 Rao 291.0 i ❑ ' y ¢ MATTIIUCK PARK DISTRICT ! II I42p ry m 2 D N , t7 � C I 1 r Q $ I a (VETERANS PARK) 6 T- w I P .- a r I *s• Ib 40 R I M I 4e. I 6 F bl a IIP RESIDENTIAL R-40 I " I _ - - H '�7 1 ( 1 \ IILtO• � -- I BAY !,U' BOULEVARD PECONIC BAY sdp• PECONIC i N 76'18' DO- E s � IF 11 N. 65 00 E IF \ C1 Y ,a.« N u II nM mxs N, ASPH LT cHux uxx rgc11 B - I - °E - - _- 291 48 vxo 56• n ,xo ouw Ix 1 ASPHALT x aux uxx iEua , II II Px� KEY MAP I' x 'v SCALE 1'=100' ia PIT ASPHALT E P ` ASPHALT a x ASPHALT 8 II • , unu PpL � FIRE DEPT. PRACTICE x • • • snr • IIRr PLATFORM unun P(NE • D f I xl91ING I �F ASPHALT /3 I Ili � w � 6 Z b � o S 5 .o' 55 LIN FT B'0' HIGH ARROR VITAE 5'0' DID .II'• 1 Z m I j o x i I ASPHALT unu1Y Pat - z � _ •n I a P,,E �_ \ a 1' ' 12•0• 50' '`D i � II`"xm uxx lex_ -4 0 U _ If If ' ' A SPH AI.1 i 11 pP \ FI0001 IGHfR 2 PROPOSED ONE STORY i I 1 7Lp !� r, r 40, X 72' Z� r AV 1 yr- '� rrA , ,1 wR' m Z t I ASPHALT � ' •p' ' aw p A STORY1 3d�1gTl ' x 1 FRAMED fA'a.R- LIP Z BUILDING _ x I V 10 NL RIMOV LD i µ5'u nY LL ASPHALT xN_1 DRT 5-0-X12'0' APRON _ ! xl rmIRT • 7 _ F O C ETE SLAB O x � < V � d0' DIRT � � - � ' W DIRT I I. PLAY AREA Y .x,m rwa I " I I F I N I S H IS - f _ EXISTING FRAMED 1 . SLATE GREY BLEND ABCHIT6 QCTQRAL ROOF ) 'I .I Q. I SHED _ ASPHALT SHINGLE BY GAF MATERIALS CORP. 2. STEPPED DOiIN GABLE ROOF OVER PATIO AREA. ' In BE REMOVED— - _ 3. RARDI—CLAP BOARD SIDING NATURAL GRRY CGLI C.P. 1 - N y WITH ALL THIN WHITE. - II 7 STDRY tp P i _ L� 4 DIRECT PLANTING ON DISCHARGE SERVICE AQER.O 5. DIRECT VENT SIDE BALLLL DISCHAHA RGE NEOBANIQAT. FQL Et EDOIPNHNT WITH NO TARO ROOF METAL CBIIIHIEY. L CS•I 6. PLUMBING VENT AVOVE ROOF LINE TO BH AMED Tuv 11•0 TUV My R REMOVED O BE REM -OVED_- - - —._ - - -- - PAINTED BLACK. fOs ,0•'I`I T� InIJ 1 ' '1 - _ - _ - •_ WATE2 4 5,4D• SECTION. THRU SANITARY DRAINAGE �, • I i�ac I �y SCALE 1I5"=1'0" e ft. 20% OCcu PAPKING g• Panty=27,007 sq. ft. v 1s13KG oposed Building=42' 1' 70'-2940 sq. ft. • T - '4 .a ,d I �' - Ex - .y Malang=47.' _ x 20-=3840 sq. ft. Perce DC.u,P4.acy=3780/135,,036-0.02799% lit--- 6 �I, bl OCCUP OtIAS51FICATION: - Asselably Group A-3 Business Group B o Factory Industrial F-1 (Moderate Hazard) r V'Lp• \�� A -""- TYPE e!' �DN aCTIOR: Type IV (FIT) Rol -- 1� ` G WALL- _ � - Nunbe:Lnf Ei,Ployeee:Tro (7.) -� -'� �� CON_ :-. 1 Parki R ired:One ( 1) Rxistin o17 (Including 2 HC) --- - �jL'��REASE TRP \\ \ 74 9 _ SEPTIC TANK 'A� LEACHING POOL \da _ �- - - �;t -- - - Proposed. (Including 1 RC) •q SANITARY SEWER DESIGN- - - ANTTARY OPD TOTAL ' SITE PLAN O F u5E AREA ow ft. 9.06 27.0 GP➢ � s1•°" - 450 s4• IN ,qu - •�, OFFICES° 35.5 GP➢ MATTITUCK PARK DISTRICT STORAGE, BOILER RM LOCKER BOON 2062.0 sg . ft. 0.04 �1 0.15 35.7 GPD " -. • KITCHEN 238.0 �:q• ft A PROVED BY SANI'1 ARY r9o.o sq. ft o.15 28.5 crD �il p NNING BOARD AT MATTITUCK RID" dia . x 5 '0" high H.W.M. To N OF SOUTHOLD GREASE TRAP EEOUIERED: 36 GPD -_ 00 2=348 GPD 17.00 Gnl tank R '0" aia .x5 '0'i SEPTIC TANK AEDQIRBD: 174 GPD x _ _ 15R.E7' -`j DAY AUG 1 TOWN OF S O U T H O LD 300 Sq• ft- ' im' 10' dia. x 2'0" high NW,M. __, '- _7-- __ S. 73°0T 25' W _ _ -� 217.30' ,n11 LEACHING POOLS: s - i (300)/41:C"'F''+92oals 5 Provided - -- — yl - SUFOLK COUNTY , NEW YORK C W SCTM : 10004Z6-6- ib 63 0B p0 TLDE ONES ; D 9 UU IS I rj.Lo � \r SCALE: 1 " = 20' nRAY4 MARCH 1 3 , 2003 y `1I JUL 1 4 2003 Southold Too PECONIC .. Plennl Board 'I I WARREN A. SAMBACH SR. A 11 I aVE SITE PLAN d 2003 � CONSULTING ENGINEERS AND PLANNERS P.O. BOX 1033 7675 COX LANE +s „ EMBACH CUTCHOGUE , NEW YORK, 11935 ISCALE 1 -20' NGIVIlljR (631) 734- 7492 1 I IO I I