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Home My WebLink About25000-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26862 Date: 01/03/00 THIS CERTIFIES that the building ACCESSORY Location of Property: 900 CALEB'S WAY GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 5 Lot 1.45 Subdivision Filed Map No. __ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 2, 1998 pursuant to which Building Permit No. 25000-Z dated JULY 2, 1998 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 ACCESSORY BUILDING (CLUBHOUSE) AS APPLIED FOR & AS PER ZBA #4243. The certificate is issued to MOORES LANE HOLDING CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-10-93-13 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 PENDING 12/17/99 WILLIAM DOOLEY 10/12/94 12/30/99 Building Insp~o~ 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. 25000 Z Date JULY 2 98 Permission is hereby granted to: MOORES LANE HOLDING CORP. P.O. BOX 1143 CUTCHOGUE~NY 11935 for : CONSTRUCT AN ACCESSORY BUILDING (CLUBHOUSE) AS APPLIED FOR~ & AS PER ZBA #4243 (REPLACES BP #23051Z DATED 10/10/95) at premises located at 900 County Tax Map No. 473889 Section 040 pursuant to application dated JULY Building Inspector. CALEB'S WAY GREENPORT Block 0005 Lot No. 001.045 2 98 and approved by the Fee $ 295.00 Building Inspector ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTHENT TOWN HALL 765-1802 Ao APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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. Co~.-.ercial build/ng, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Submit Plann/ng Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and Vpre-existing" land uses: 1. Accurate survey of property showing sll property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a 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 dwell/ag $25.00, Additions to dwelling 525.00, Alterations to dwelling $25.00, Sw4mming pool 525.O0, Accessory building 525.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildin~ - $i00.00 3. Copy of Certificate of Occupancy - 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial 515.00 ... ............................ New Construction ........ Old Or Pre-existing B~ilding ........ House Ho. Street Onwer or Owners of Property...~.~.~.A~.f~..~.~..'~.~.. '~/~..~ .~..~.'~/.. county ~ ,~p Ho lOOO, section .... ~.~ ....... Hloc~ .... .~. ......... ~t.../,~.~( ............ Subdivision. ..Filed ........... ...................... Health Dept. Approval .................. ,~ ...... Underwriters Approval ....... ~ ................. Planning Board Approval .................. . ..... Request for: Temporary Certificate ........... Final. Certicate ........... Fee Submitted: 5 ............................. ~.c. ~ ?~t3 .......... owne.~: PAGE 81 zax ~:5) 785-;823 OF~CE OF' 'THE BUILDING INSPECTOR TOWN 'OF SCUTHOLD C E R T ! F I C A T I 0 N ?.,' co,%al'ns, ,!es~ ~han I/io of U~' leau. GERARD M. - -- Nola~ Publ~, State of New York l, No. 475157~, Suffolk ~unty Term ~ires ~o IIm~ LE(~.CLEAP, ANGE ~_ TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y. 11971 EXTINGUISHER LOCATION STANDARDS TEL. 765-1802 DISTRIBUTION OF EXTINGUISHERS The type, size, and number of extinguishers required are based upon the occupancy hazards of the area to be protected. Light Hazard- A light hazard situation is where the amount of combustibles or flammable liquids present is such that a fire of'small size may be expected. These may include offices, schoolrooms, churches and assembly halls. Moderate Hazard- An ordinary hazard situation is where the amount of combustibles or flammable liquids present is · such that a fire. Of moderate size may be expected. These may include mercantile storage and display, auto showrooms, parking garages, light manufacturing, warehouses not classified as extra hazard and school shop areas. Extra HaZard- An extra hazard situation is where the amo'unt of combustibles or flammable liquids present is such that a fire of severe magnitude may be expected. These may include woodworking, auto repair, aircraft servicing, warehouses with high piled combustibles, and processes such as flammable liquid handling, painting and dipping. When placing extinguishers, select locations that will (1) provide uniform distribution, (2) provide easy access and be relatively free from temporary blockage, (3) be near normal paths of travel, (4) be near exits and entrances, (5) be free from the potential of physical damage, and (6) be readily available. EXTINGUISHER DISTRIBUTION F~ C_L._A~ A QOMBUSTIBLES The table below is a guide to determining the minimum number and rating of extinguishers 'for Class A fires needed in any particular area. Sometimes extinguishers with higher ratings than indicated might be necessary because of process hazards, building configuration, etc., but in no case shall the maximum travel be exceeded. Pane -1- distances specified in the above chart. Open tanks and special storage require extinguishers dedicated to the existing hazard. Due to the nature of a Class B fire it is not permissible to use smaller extinguishers in combination to equal a single larger extinguisher. EXTINGUISHER DISTRIBUTION FO___~R CLAS~ Q (electrical) FIRES Extinguishers for Class C fires are required wherever there is live electrical equipment. This sort of extinguisher contains a nonconducting agent, usually carbon dioxide, dry chemical, or Halon 1211. Once the power to live electrical equipment is cut off, the fire becomes' a Class A, Class B, or Class A:B fire, depending on the nature of the burning electrical equipment and the burning material in the vicinity. Extinguishers for Class C fires should be selected according to (1) the size of the electrical equipment, (2) the configuration of the electrical equipment (open panels or enclosed units which influence agent distribution), and (3) the range of the extinguisher's stream. MOUNTING OF EXTINGUISHERS Extinguishers shall be mounted to walls or columns by securely fastened hangers so that they are adequately supported or mounted within cabinets or wall recesses. All extinguishers shall be mounted so that the instructions and unit type face outward and are easily removed. Cabinets and recesses shall be kept clean and dry. Where extinguishers may become dislodged, brackets specifically designed to cope with this problem are available. Protection from physical impact and damage is important. Extinguishers shall be mounted so the top is no higher than five (5) feet for extinguishers under 40 pounds in weight and three and one half (3.5) feet for extinguishers over 40 pounds. The bottom of the extinguisher shall be no closer than four (4) inches to the floor. If there are any questions regarding the above information, please call the Building Department at 765-1802. R. Fisher 8/86 Page -3- Fl'q,' 21/1995_ _ 12:00 51E, 28SF,':IE17_ - ~,,~.z :~,_'" -'- ' ' SI_IF'FC!Lt i TEILIL--;'_:; PAGE I I PHEASANT RUN CLUlaHOU3E, GREENPORT PH~ANT P~ POLYNESIAN 2 I1 i NASSAU SUFFOLK 289-690~.300 S May 26 1995 MiTek industrles, Inc. Thu $~p ~1 11:34:10 i99~ P~ge I TOLL 30.0 I Plates Increase 1.15 TC 0,00 Vert(LL) 0,00 / *,*, TCDL 10.0 [ Lumber lmcrease 1.15 BC 0.00 Vert{TL) 0.00 / -,,* BCL~ 0.0 [ Rep Stress Incr YES ~ 0.00 Hor~(TL) 0.00 n/i ~DL 10,0 Code TPI (Matrix) Mln Length / LL dell - Z40 TOP CHORD 2 X 6 3YP No.Z BOT CHORD 2 ~ 4 SYP NO.2 OTHERS 2 X 4 SYP NO.2 M20(209a) 199/146 Weight: 255 (lbe) TOP CRORD -qheathe~ ~OT CHORD 1-6: 5-5-I0, This truss hal been d~lgned for the wind load~ generated by 90.0 m.p.h, winds at 25.0 ~eet above groun~ level, using 7.0 p.s,f. ~o~ chord dead ~oad and 10.0 p.s.f bottom chord dead load, 0,0 miles from hurricane oceanlinl, on s category I enclosed building, of ~lmeneions 45.0 by ~4.0 with exposure D (A.~C£ 7-93). Lumber IncreaSe - 1.33, Plate Increase - l. 33. BOth end verticals are Studs to be fastened with lx4 M20 p~ates. ~ ~(im) BLend.rd LUMBER & SUPPLY CORP. TRUSS DIVISION 517 Long Island Avenue Med~ord, NY ! 1763 (516) 289-6900 FAX (516) 289-6907 BLDG. DEPT. TOWN OF SOUTHOLD LUMBER & SUPPt.Y CORP. TRUSS DMSION §17 Long Island Avenue ~, NY 11763 (516) 289-6900 FAX (516) 289-6907 i Job Truss Truss Type Qty i Ply PHEASANT P1 POLYNESIAN ] 21 1 r PHEASANT RUN CLUBHOUSE, GREENPORT NASSAU SUFFOLK 289-6900 3300sMay26 1995 MiTek Industries, Inc. Mon Sep 25 09:03:451995 Page1 ~ 11-3-9 I 18-6-0 ~ 25-8-7 i 37-0-0 t 4x5 = 8×~: LUMBER & SUPPLY CORP. 8 ooI~ 4 TRUSS DIVISION ~ 517 Long Island Avenue /J ~. Medford, NY 11763 4 ,~ ~ ,! ~(516) 289-6900 FAX (516) 289-6907 001 2 6x3~~~6x8 = ~6x8 = 2x4 [I /~ ~ 2X4 II OFC[O 6.6-0 I 11-%13 ! 18-6-0 25-1o-3 + 30-6-0 36.6-o 3~-Q,-0 0.6-0 6-0-0 4-7-13 7-4-3 7-4-3 4-7-13 6-0-0 0-6-0 Plate Offsets (X,Y): [1:0-2-2,0-0-5], [3:0-2-0,0-2-8], [5:0.2-0,0-2-8], [7:0-2-1,0-0-5] LOADING (psf) SPACING 2-0-0 CSI I DEFL (in) (icc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.55 ! Vert(LL) 0.06 11/10 999 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.15 BC 0.31 i Vert(TL) 009 12/11 999 BCLL 0.0 Rep Stress Incr YES WB 0.92 i Horz(TL) 003 8 n/a BCDL 10.0 Code TPI (Matrix) ! Min Length / LL deft = 240 Weight: 229 (lbs) LUMBER TOPCHORD BOTCHORD WEBS OTHERS WEDGE REACTIONS BRACING 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-10-1 on center purlin spacing 2 X 4 SYP No.2 BOT CHORD 1-14;6-3-0, 13-14:6-3-0, 12-13:6-3-0, 9-10:6-3-0, 8-9:6-3-0, 2 X 4 SYP No.2 7-8:6-3-0, 11-12:6-3-0, 10-11:6-3-0. 2 X 4 SYP No.2 WEBS 1 Row at midpt 3-11,1%4,11-5 Left: 2 X 4, Right: 2 X 4 Cbs/size) 1=153/O-3-8, 7=153/0-3-8, 14=1682/0-3-8, 8=1682/0-3-8 MaxHorz 1=-177(Ioad case 4) Max Uplift 1=-121(Ioad case 4), 7=-83(Ioad case 5), 14=-491(Ioad case 6), 8=-491(Ioad case 6) Max Vert 1=192(Ioad case 7), 7=192(Ioad case 8), 14=1682(Ioad case 1), 8=1682(load case 1) 2) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 25.0 feet above ground level, using 7.0 p.s.f, top chord dead Icad and 10.0 p.s.f bottom chord dead Icad, O0 miles from hurricane oceanline, on a category encl°sedbuilding'°fdimonsi°ns45'0by24'0wfthexp°sureD(ASCE7'93)' Lurnberlncrease= l'33'PIatelncrease ~l ~~= 1.33. Bothendverticalsareexposed. LOAD CASE(S) 2) Lumber Increase=1.15, Plate Increase=1,15 Uniform Loads (lbs per fl) Ver[:l-2=-80.O, 2-3=-80.0, 3-4=-80.0, 4-5=-20 0, B-6=-20.0, 6-7=-20.0, 7-8=-20.0, 8-9=-20.0, 9-10=-20.0, 10-11=-20.O, 11-12=-20.0, 12-13=-20.0, 13-14=-20.0, 1-14=-20.0 3) Lumber Increase=1.15, Plate Increase=1.15 (lbs per *) Uniform Loads Vert:l-2=-20.O, 2-3=-20.0, 3-4=-20.0, 4-5=-80.0, 5-6=-80.0, 6.7=-800, 7-8=-20 O, 8-9=-20.0, 9-10=-20.0, 10-11=-20.0, 11-12=-20.0, 12-13=-20 O, 13-14=-20.O, 1-14=-20.0 FORCES TOP CHORD 1-2=402, 2-3=325, 3-4=-995, 4-5=-995, 5q5=325, 6-7=402 BOT CHORD 7-8=-278, 8-9=867, 9-10=867, 10-11=867, 11-12=867, 12-13=867, 13-14=867, 1-14=-278 WEBS 2-14=~595, 3-14=-1489, 3-13=98, 3-11=-195, 4-11=348, 5-11=-195, 5-9=98, 5-8=-1489, 6-8=-595 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 4 Job : Truss PHEASANT i P3 NASSAU SUFFOLK 289-6900 Truss Type j Qty i Pty MONO ¢131 PHEASANT RUN CLUBHOUSE, GREENPORT H59119 3.300 s Jun 20 1995 MiTek Industries, Inc, Fri Sep 22 09:53:39 1995 Page 1 4.00112 1.5x4 ii 2 3x7 Il 3 1.5x4 ~¢ 0-6~o 6-0-0 Plate Offsets (X.Y): [1 :o-o-0,0-1-7] LOADING (pst} SPACING 2-0-0 CSI DEFL (in) (loc) I/deft [ PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0,76 Vert(LL) 0.05 1/3 999 M20(20ga) 258/216 TCDL 100 Lumber Increase 1.15 BC 0.19 Vert(TL) 0.08 1/3 956 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 100 Code TPI (Matrix) Min Length / LL deft = 240 Weight: 26 (lbs) LUMBER TOP CHORD 2X4SYPNo.2 BOTCHORD 2X4SYPNo.2 WEBS 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.2 WEDGE Left: 2 X 4 BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 1-3:6-3-0. REACTIONS (lbs/size) Max Uplift 1 =310/0-3-8, 3=31010-3-8 1=293(lead case 3) 1=-115(Ioad case 2), 3=-145(Ioad case 3) 1=322(]oad case 5), 3=322(Ioad case 5) FORCES TOP CHORD 1-2=-87,2-3=-248 BOTCHORD 1-3=0 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 25.0 feet above ground level, using 7.0 p.s.f, top chord dead Icad and 10.0 p.s.f bottom chord dead Icad, 0.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure D (ASCE 7-93). Lumber Increase = 1.33. Plate Increase 1.33 Both end verticals are exposed. LOAD CASE(S) Standard LUMBER & SUPPLY CORP. TRUSS DlVlStON 5;t7 Long Island Avenue Medford, NY 11763 (516) 289-6900 FAX (516) 289-6907 Job ; Truss i Truss Type i Oty i Ply NASSAU SUFFOLK 289-6900 3300 s Jun 20 1995 MiTek Industries, Inc. Fri Sep 22 09:53:44 1995 Page 1 ? 5-37 ~ 9-0-13 5-3-7 3*9-6 2x4 II ~ 1 3x4 = 2.83 1~ 4 4x4 = , 0-8-8 9-0-13 0-8-8 8-4-5 ' Plate Offsets (X,Y): [1:0o0-0,0-0-0] LOADING (pst') SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.15 Vert(LL) 0.07 114 999 M20(20ga) 25S/216 TCDL 10.0 Lumber Increase 1.15 BC 0.32 Vert(TL) 0.11 1/4 970 BCLL 0.0 Rep Stress Incr YES WB 023 Horz(TL) 0.01 4 n/a BCDL 10.0 Code TPI (Matrix) Min Length / LL deft = 240 Weight: 52 (lbs) LUMBER TOP CHORD 2X6SYPNo.2 BOTCHORD 2X6SYPNo.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOTCHORD 1-4:6-3-0. REACTIONS (lbs/size) 1=324/0-3-8, 4=648/0-3-8 Max Horz 1=270(load case 3) Max Uplift 1=-2II(load case 2), 4=-266(Ioad case 2) Max Velt l=450(load case 5), 4=8.18(load case I) FORCES TOP CHORD 1-2=-826, 2-3=-62, 3-4=-246 BOTCHORD 1-4=787 WEBS 2-4=-832 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 3. 2) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 25.0 feet above ground level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f bottom chord dead load, 0.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure D (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) 1) Lumber Increase=1.15, Plate Increase=l.15 Trapezoidal Loads (lbs per ft) Vert;l=O,O-to-2=-102.8, 2=-102,8-to-3=-177.2, 1=0 0-to-4=-44.3 LUMBER & SUPPLY CORP. TRUSS DIVISION 5].7 Lon8 Island Avenue Medford, NY 11763 ----(576~AX (516) 289-6907 Job i Truss PHEASANT I P5 Truss Type Qty JACK i 4 NASSAU SUFFOLK 289-6900 1 [ PHEASANT RUN CLUBHOUSE, GREENPORT H59121 s Jun20 1995 MiTek Industries, Inc. FriSep2209:53;49 1995 Page 3.300 4-6-0 4.00i12 3x4 = ~_~ 3 0-6-0 4-6-0 0-6-0 4 0 0 Plate Offsets (X,Y): 1:0-0-0,0-1-7] LOADING (ps0 SPACING 2-0-0 651 DEFL (in) (Icc) I/deft PLATES GRIP TCLL 30.0 Plates increase 1.15 TC 0.35 Vert(LL) 0,02 1/3 999 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.15 BC 0.19 Vert(TL) 0.04 1/3 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 I Horz(TL) -0.00 2 n/a BCDL 10.O Code TPI (Matrix) i Min Length / LL deft 24O Weight: 15 (lbs) r LUMBER TOP CHORD 2 X 4 SYP No2 BOTCHORD 2X4SYPNo.2 OTHERS 2X4SYPNo2 WEDGE Left: 2 X 4 BRACING TOP CHORD Sheathed or C-0-0 on center purtin spacing, BOT CHORD Rigid ceiling directly applied, or 10~00-00 on center bracing REACTIONS (lbs/size) Max Horz Max bpiift Max Vert 2=168/0-3-8, 3=42/0-3-8, 1 =210/0~3-8 1=1lC(Icad case 2) 2=-141 (load case 2), 3=-I06(]ocd case 2), 1=-202(Io~d case 2) 2=168(Ioad case 1), 3=42(Ioad case 1), 1=222(Ioad case 5) FORCES TOP CHORD 1-2=-62 BOTCHORD 1-3=0 NOTES 1) Th s russ has been checked for unbalanced loading conditions about joint 2. 2) Th's truss has been des gned for the w nd cads generated by 90.0 m.p,h, winds at 25.0 feet above ground level, using 7.0 p,s,f, top Icad 100 p.s.f bottom chord dead Icad, 0.0 miles from hurricane oceanline, on a category I chord dead and enclosed building, of dimensions 45.0 by 24.0 with exposure D (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) Standard LUMBER & SUPPLY CORP. TRUSS DIVISION 517 Long Island Avenue Medford, NY 11763 (516) 289-6900 FAX (516) 289-6907 STANOARO CABLE END WIND SPEED 98 H?H, ~tEAN WALL HEIGHT OF ]5 FI. DIAGONAL OR L-BRA0tNO REFER TO TABLE BELOW -I-X~ ~~ VARIES TO COHHOS TRUSS 2X8 SPL. OPT. sP^,~ -rD XATCH co;-1,xo~, TRUSS. TRUSSES AT 2~" O.C. TYPICAL 2X'~r L-BRACE NAILEO TO 2X", VERTICALS W/Sd NAILS, 8' O.C, S::CTIG, A-A. LATERAL B,TACI~4O t4AILIt4G SCHEDULE, VERT. HEIGHT. I ~ t~AIL AT O END UP TO 7'-8' j 2 - bed 7'-g' - 8'-~' [ 3 - 0 :R 8u6' ~ I'IAXINUP1 VERTICAL STUDS ~IEIGHT', SPACING OF VERTICALS '1 WITHOUT BRACE V'i~H LATERAL BRACE WITH L-BRACE ]2 INCH O.C. ~ 5 7-2 1~r-3-12 ig-lo-ltl ]6 INCH O.C. ~ ~1-8 12-~]2 ~5-8 2z~ ]N'3H O,C. ~ ~-5~ ~-7 8-B-3 NOTE: ].V'ERT. HAD BEEN CHECKED FC)7 9~ HPH WIND LOAD, HEAN ~ALL HEIGHT OF 15 FT, A~D L/2~ DEFL. CRIT. ~C~NECTION BETWEEN BOSOM CH~D OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGIN~R OR ARCH[T~T. LOADINO (PSF] L D TOP 36 ]6 BOTTOM 6 18 SPACING~ 24 Inch O,C, STR. ]NCR. : 15 Z BRAWN Bt' : JB CHECKED BY , JAI REP. STRESS: YES 3.FURNISH COPY OF THIS EIRAWii',~3 TO CONTfiACTOR FOR BRACING INSTALLATIO~ 4.BRACING ~OWN tS F~ D~DIVIDU~ TRUSS O~L_Y, CONSULT ~DG. AR~tITECT OR ENGINEER FOR TE~ORARY A~O PERP~,NENT BRACI~ OF ROOF SYSTE~ HiTek ~ndusfrJes ]nc. GENERAL ROOF TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR. 1. ' The following trusse~ were designed/reviewed by MiTek Industries INC. based upon information provided by the specked truss fabricator. All information on the truss drawings should be revie'w~ by thc ore, M1 building designer/engineer to insure that proper building codes and project requirements have been complied with before fabrication~ 2. Design is based substantially on TPI and NDS standz~rds in e~e~ at the c~e o~t~ c~wing~ 3. Erection, bT~q~dlin.g, Safety Precautiot~s, Temporary or permanent Bracing of truss~ are not thc respon.sibikity of the Truss Designer, Metal Connector Plate Mamffacturer or the Tress Manufacturer and therefore are not a part of these engineering drawings. Trusses are designed as incEwjdnal component. AIl lateral bracing ~l:~cified on these tntss dxa~4n~ is imend~d to__ ~ - px'uvid~' late. ral _re:SlXaint ~r individual truss members only. The design, amount and proper installation o~additioval l~,,~nent bracing is the sole respoi~oility of the designer o~the complete structure. Adequate Temporary Bracing is the sole mspons~ility oft. he truss exector. CompetenX pnffe~on~ advi~ ~hould always be obminext relative to truss bracing, erection requirement% anal connections. 'See 4. The top chord shall be laterally supported with properly attached sheathing,' unle~ noted ot~wise. 5. The bottom chord shall be laterally supported with properly attached continuous lateral bracing at 10'-0' maximum intervals, unless noted otherwise. 6. E;~ Denotes continuous lateral bmcfng designed by others. 7. Provisions for adequate drainage should be met on all trusses with any top chord slopes less than a 1/12. 8. Plates are 20-ga. applied on both faces, ~ntercd and oriented so that the second plate, dimension is parallel to the truss chord, unless noted otherwise. 9. The drilling of holes, notchin~ cotfing or removing any cross sectional area of any truss member, unless note~ other'wise, will VOID thig drawing. I0. The eff~t o£lateral thrust (force) and horizontal movement on the supports of scissor type trusses is not a consideration of th. is design. The designer and/or builder of the stucture must give due consideration to the lateral thrust and horizontal movement created by scissor u-usses in the design and construction of adequate truss supports. Neither the truss, designer, metal plate manufacturer nor the wass fabricator assumes any respons~oility for the design and consWaction cffthe tress supports. Professional advice should be secured relative to the strength, construction and design of the truss supports. 11. Truss to bearing connection to be designed by others. 12. Trusses should be inspected prior to and after erection to ensure their structural integrity. Trns~s should be inspected for plate emk~iment, damage to the lumber ( crack, breaks, crushing, etc.), how, variation ~om plumb etc.. For a fi~ li~ of guidelines see ~ - 91 and QST - 86. : 13. Ail gable type (non-structural) trusses are to have all vestal studs that exceed 8'-0" in height L-braced to provide lateral restraint. In ad~tion, all these type trusses are not designed fOr wind exposm-e to the gable face, unless noted otherwise. 14. Trusses requiring the usage of a cap(piggyback) tress are to be field spliced together where the base truss meets the cap truss with 2x4x48'//2 ~'abs on one face only and fastened with 6- lOd rza,'k ~ch hal~ unless noted Othvrwise on the individual truss drawing There is a minimum Of two scabs for each truss-cap combination Mffek Industries. Inc. DWG.# oqz z ff LUMBER & SUPPLY CORP. TRUSS DIVISION 517 Lon8 Island Avenue Medford, NY ! 1763 (516) 289-6900 FAX (516) 289-6907 FORM NO.3 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL $OUTHOLD, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNtiL FULL COMPLEtiON OF THE WORK AUTHORIZED) Date ,. ~..O, .~./...~. .............................................. 23051 'Z Permission Is hereby granted tgi ,, // . / -.~ /~ ,~ _ , ~..~.~ ................................ ~~... ..... ~~~....~.~ ..... ..~~ ......... ~ ............................................................................................................... ..... .......... ;;.;;2~..Z.~;;.;;~..~;..~~~~..~..~..~..~.L..~..~..~..~..~..~..~.L~..~..~....~..~....~.. Coun~loxMo~o. 1000 8ocflon ........... ~o ......... ~l~k .......................... ~ koryo ................... Building Inspector. F~,..~....~.......-~ Rev. 6/30/80 Print Key 5738SS1 V2R3M0 931217 Town Hall, 53095 Main Road Displ~.~. ~1~ ~ . : Us~hold., Ne.w .Yo~ 11.97! : 473889 SOUTHOLD 40.-5-1.45 900 CALEB'S WAY = OWNER & MAILING INFO ===!=MISC ! ...... MOORES LANE HOLDING CORP 33 DORAL DRIVE MANHASSET NY 11030 Page 1 10/11/95 13:23:02 Fax(516)765-1823 Telephone(516) 765-1802 NYSRPS ASSESSMENT INQUIRY DATE : 10/11/95 SCHOOL GREENPORT SCHOOL ROLL SEC T~fABLE PRCLS RES VAC LAND TOTAL RES SITE OFFICE OF THE BUILDING INSPECTOR TOTAL COM SITE TOWN OF SOUTHOLD ACCT NO 17 ASSESSMENT DATA !RS-SS ! **CURRENT** ! 1 !LAND I BANK !TOTAL **PRIOR** !LAND !TOTAL RES PERCENT 400 **TAXABLE** 400 COUNTY 400 TOWN 400 0 SCHOOL 400 o ==DIMENSIONS ===! SALES INFORMATION FRONT !BOOK 11640 SALE DATE 00/00/00 DEPTH !PAGE 929 PR OWNER ....... TOTAL EXEMPTIONS 0 .......... !== TOTAL SPECIAL DISTRICTS CODE AMOUNT PCT INIT TERM VLG HC OWN CODE UNITS PCT TYPE !FD031 !WW020 !SW011 Fl=NEXT PARCEL F3=NEXT EXEMPT/SPEC 75.10- 03-011 F6=GO TO INVENTORY F9=GO TO XREF 3 VALUE F4=PREV EXEMPT/SPEC F10=GO TO MENU APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Serge Doyen, Jr. James Dinizio, Jr. Robert A. Villa Richard C. Wilton BOARD OF APPEALS TOWN OF SOUTHOLD June 21. 1994 Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1809 JUN 2 3 - Moores Lane Holding Corp. P.O. Box 1143 Cutchogue. NY 11935-1143 Re: Appl. No. 4243 - Variance for-Front Yard'Structures Gentlemen: Enclosed please find a copy of the Board's Findings and Determina- tion rendered at our June 8. 1994 Regular Meeting. Before commencing construction activities, please be sure to return to the Building Department and any other agency which may have jurisdiction in this project for reviews and' issuance of appropriate permits. For your convenience, we have furnished the, Buildin~j Department with copies of this determination for their, permanent recordkeeping and update. Also. we have transmitted a copy of this-file to the Suffolk. County Department- of Planning in accordance with the. Suffolk County Administrative Code rules and regulations pertainincj, to projects located within 500 feet 'of-a county roadway. Once we have received their written response, we will forward a copy to you for your permanent recordkeepin9, Very truly yours. Linda Kowalski. Clerk Southold Town Board of-Appeals Enclosure (With copies of this determination to: CC~ ~ Town Building Inspectors' Office Suffolk County Department 'of Planning APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Serge Doyen, Jr. James Dinizio, Jr. Robert A. Villa Richard C. Wilton BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS Appeal No. q2q3: Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1809 Application of, MOORE'S LANE,HOLDING CORP. This is a request for a variance under Article V Section 100-S3B~ Section 100-31C (ref. Section 100~33). and Section 100-231. based upon the May 4. 199q Notice of~ Disapproval,, from the Building Inspector for permission to locate,accessory .uses (tennis,court. swimmingpool and pool clubhouse)- in. an area other than the required rear yard. and with tennis-court fencin9, at, a height of, more than four feet when located in. a front yaed area. Location of, Property: q7S Cedarfields Drive. Greenport. NY-; County Tax Map Parcel No. 1000-qO-S-l.q2. The subject premises is-located in-the Hamlet-Density Zone-DiMueict. WHEREAS, a public,, hearing was held, on June 8.~ 199/t. at~ which time all:persons.who desired to be heard, were heard, and WHEREAS; the Board has carefully considered ali. ,testimony, and documentation submitted concerning this *application: and WHEREAS; Board Members have personally,viewed and are familiar with the premises in questiort., its present zonir~j, and the surround- ing areas; and WHEREAS, the Board mede the following findings of fact: 1. The premises in* question is a corner lot with frontage along the southerly side, of, County ,Road qB. Greenport. at: Cedarfields. and is located in., the Hamlet Density (HD) Zone District with a total acreage of, 22.23S acres. The site plan map dated: March 31. 199q submitted for consideration by the Board of., Appeals in ,this- appli- cation was recently.approved by-the Town Planning Board {subject to obtaining a variance for. the location of. the pool. tennis.court, and accessory (clubhouse) building}. In fact. a Declaration of Covenants and Restrictions has been filed in~ the Suffolk. County Clerk's Office recorded at.-Liber 11667 pages ~95-500 u[[ecting the subject premis.es. 2. Proposed by-this variance application is:,an accessory tennis court structure, not excccding~ 6G x 120 ft: in size. an accessory 38 ft. by 32 ft. storage building (referred' to: by~ applicant as a ,club hse. ). and: an accessory inground swimmingpool, 36, ft. by 16,ft. or less in size~ plus patio areas. The distance is ,shown orr the March 31. 199~ site plan map to,be S0~ feet. or, more ,from the Caleb~s Way access at~, its,closest point from any ,street line. 'Pacje 2 - Appl. No. q243 Application of MOORES- LAND, HOLDING, CORP. Decision Rendered June,8. 199q that: Article III. Section, 100,-33A, of the Zoning Code provrjdes ...accessory buildings and structures,or other accessory uses, shall be located in the required rear yard .... q. It is ,the opinion of~ the. Board Members that~ the area chosen is reasonable under the circ~unstances, particularly due to, the layout of the dwelling units with centralized buffer areas, surrounded by Caleb's Way, This, general layout has been approved and recommended by the Plar~nir~j Boaed. There ace no available "rear yard" building areas, and, all, yard areas are front or side yards when using the Southold: Town ,Code definitions, and the plaa before the Board. The location of, these ac~-e~_sory structures, and' ar.c~ building will~ not alte~ or adve~se[y~ affe¢t the chaeaoter, of, the surrounding areas or, other residential zone districts. 5. Also. in considering this., application.: the- Board finds: {a} that the location of the proposed, tennis,~.court, swimming pool. and accessory building will,~,not create an undesirable, change in, the neighborhood; {b} that- the relief, as requested, is ,not substmatiai under the, circumstances; (c) there is 'no alternative,avai[able~for appellant to pursue, whi~_Ja would~ be more feasible~ under the circumstances; . (d) the property as a whole consists off, mostly-front yard area and does lend to difficulties in locating accessory buildings in a rear yin-d; {e). the grant of, the, relief noted herein is the minimum necessary and does. at the same time. prescribe and protect the character of~ the neighborhood, health~ safe~y and wetfaee of the community. Accordingly~ on motion by Member Dinizio, seconded by Member Wilton. it was RESOLVED. that the relief requested, under Appeal No. ~2~3 in the Matter of:~ MOORES-LANE HOLDING CORP,. be and: hereby~ is APPROVED. AS APPLIED~ Vote of the Board: Ayes: Messrs. Doyen. Dinizio. Wilton. ~Vimla and Goehringer. This, resolution was duly adopted. ~GERARD P. GOEHRII{IGER ~ CHAIRMAN~ BOARD OF APF~ALS BUILDING DEPT. ~ /t~~/ INSPECTION [ ] FOUNDATION 1ST [~] ROUGH PLBG. [ ]/~NDATION 2ND [ ]INSULATION [ //] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~_~_-/ DATE~ INSPE~O~ 765-1802 BUILDING DEPT. INSPECTION /fi [ ] FOUNDATION 1ST [ ] R~I4 PLBG. [ ] FOUNDATION 2ND [~--1NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE ~ INSPE 765-ZS02 BUILDING DEPT. INSPECTION [ ] FOUNDATION I ST [ ]~)/~GHPLBG. [ ] FOUNDATION 2ND ~J' INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP~~C~HIM~EY 765-180:' BUILDING DEPT. INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING [ ] ROUGH PLBG. [, ]~ULATION [ r_~ FINAL [ ] FIREPLACE & CHIMNEY DATE ,¢%~:: INSPE~OR~ ~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I~LATION [ ] FRAMING [/~J'FINAL [ ] FIREPLACE & CHIMNEY DATE INSPECTO~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG, [ ] FOUNDATION2ND [ ]~ULATION [[ ]]~iRRA;pIt;cE & CHiM N/N~EY [ ~/J/FINAL DATE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION lST [ ] ROUGHpLBG. [ ] FOUNDATION2ND [ ] I~I~ATION []FRAMING //~ [//~INAL [ ] F I RE PLA/~=-&~CH/IM NEY RIrMARKS: ~ ~ DAT~INSPECT~ FIELD INSPECTION REPORT DATE II FOUhIDATION ( 1 ST ) II COMMENTS FOUNDATION (2ND) ROUGH FRAME & PLUMBING INSIK~TION PER N. Y. STATE E1TERG"f CODE II II II II ii II II II 11 Il II II II II II II II II II II 11 II ADDITIONAL C0t~ENTS: IJ()AI;I) 01-' IIE^1.1'11 ] SETS OF SURVEY CIIE£1~ ......... ~ ....... SEPTIC L: 0 I(tl '[ I F Y j CALl, ~ ................ 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'I !VII 'I '1V g ,~ ¢,:l ! ].(ill m 10. 11. 12. 13. 14. ~ERY CONTRACTOR / T~ADESMAN SHAT.r, VERIFY ~?.?. OF THE DIMERSIONS PRIOR TO ETARTING ANY WONK. DISC]~EPERCIES FOUND S~T.T, BE REPORTED TO THE ~NGINEER ! ARCHITECT. THE CO[~'/'~ACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY B~ACING AND PROTECTING ALL N~W AND EXISTING WOrK THE ARCHITECT / ENGINEER IS NOT RETAINED FOR ANY SUPERVISION, AND/OR CONSTRUCTION MANAGEMENT OF THE DO NOT BCALE DREWINGS EXCEPT FOR ESTIMATING P~P~POSES ONLY. THE mITTEN DI~SIONS ~ TO HE FOLLOWED. ALL CONCRETE DESIGN MIX SEATJ, BE SUCH THAT A HIHI~ru~ COMPRESSIVE STRENGTH OF 3,000 PSI SHALL BE OBTAINED AT ~ 28 DAY TEST. A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT A 28 DAY TEST SHALL BE FOR FOUNDATION FOOTINGS AS WELL AS FOUNDATION W~T~.S. NUBCONT~ACTOR IH~t,T, PROVIDE WHATEVER TESTING IS REQUIRED BY THE PROVIDE P~S~ TREATED LUMBER FOR ALL SILLS AND ~.~D~ERS IN CONTACT WITH CONCRETE. ALL F~A~ING LUM~ER IHALL NE DOUGLAS FIR WITH A 1400 PSI FIBER STRESS IN B~NDING WITH A MODULAS OF ~.aSTICITY OF 1.5 MILLION P~I. A?J. MEADE~S AT EXTERIOR WA?~. OPENINGS EHALL BE 2 - 2" X 10" UNLESS NOTED ~THERWISE. ~?~, HEADERS =+ REVISIONS ALL FLOOR ~OIST SI~,I~ BE DOUBLED AT AREAS BELOW PROVIDE ~OLID, ~T~, 5/4 X 3 BRIDGING AT MID-POINT co s. NO1 aESPONSlBLE ~QUIR~ ERRORS m I REVISIONS BY EXCEED 2/10 OF REVISIONS SUMMARY OF TOTAL THERMAL RATING the Total The'rmal Rating ts zero (O) or greater, the proposed design for the b~uilding envelope complies with the Energy Code. )Ia," TII£RHAL TABLE AREA U-VALUE RATING USED D1. FLOORS 02. BASEHENT/CELLAR gALLS Wall Perimeter Exposure Above Grade ' ~all U-Value Depth of gall U-Value Below Grade SLAB INSULATION Slab Perlmetmr Insulation R-~alue ~eet ~ee~ Inches Feet D3. Ee ./ Sq. Ft. INFILTRATION CONTROL Conditioned F'ioor Area SOUTH FACING GLAZING South Glass/Total Glass Gl. Area/Gross Wall Area Conditioned Floor Area Percent Percent Sq. Ft. TOTAL THERHAL RATING