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HomeMy WebLinkAbout26209-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28158 Date: 01/09/02 THIS CERTIFIES that the building FARM BUILDING Location of Property: 34515 MAIN RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 1 Lot 12.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 29, 1999 pursuant to which Building Permit No. 26209-Z dated DECEMBER 8, 1999 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 AGRICULTURAL STORAGE BUILDING AS APPLIED FOR. The certificate is issued to PUGLIESE VINEYARDS LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. H 072372 08/03/01 PLUMBERS CERTIFICATION DATED N/A i A or' zed Signature Rev. 1/81 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. 26209 Z Date DECEMBER 8, 1999 Permission is hereby granted to: PUGLIESE VINEYARDS LLC MAIN ROAD CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN AGRICULTURAL STORAGE BUILDING AS APPLIED FOR. at premises located at MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0001 Lot No. 012 . 005 pursuant to application dated NOVEMBER 29 99 and approved by the Building Inspector. Fee $ 50 .00 Authorize 'gnature COPY Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR.CERTIFICATE OF OCCUPANCY A. 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. 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 use 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 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 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 Buildiniz - $100.00 3. Copy of Certificate of Occupancy - .2�p 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $115.00, Commercial $15.00 Date . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . .✓. . . . . . .. Old Or Pre-exists Building. . . . . . . . . . . . . . Location of Property. . . 3. � �• • �• i./.j/�!. .�.. . . . . . . . . . . . . . . . . . .C. Hous No, f Street Hamlet Onwer or Owners of Property./}/p./�. /9./. •�►/,�c/�, , .0 452✓, ���.'. . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . ;7. . . . . . .Block. .! . . . . . . . . . . . .Lot.,��:�4. . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . Permit No.0CLCZ.0.7.,Z. .Date Of Permit.4{:o?�. /.9.9,9. .Applicant. f,� .� Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . ..Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Tanning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . Fee Submitted: , . . .APPLI 4-e. . . . . . . . . . . . . . . . . . . . . THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE ' 8084812 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date AUGUST 03,2001 12798501101 H 072372 Application No. on file THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number Is in the premises of PUGLIESE VINEYARDS INC. , 34877 MAIN ROAD, CUTCHOGUE, NY I-Nte following location; ❑ Basement ❑ lst Fl. ❑ 2nd Fl. GAR/OUT Section Block Lot was examined on JULY 20,2001 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENA FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMI. K.W. AMT. M.P. 13 6 5 7 1 4 2 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS MS AMT. K.W. OIL M.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.►. NO.OF FEET AT+TT• WATR 1 F 6 20 SERVICE DISCONNECT METER S E R V I C E AMT. AMP. TYPE EQUIP. 1 e ZW 1 1 3W 3•3W 304W NO.OF CC COND. A.W.G. NO.OF NI-tEG A.W.G. �,OFA A.W.G. PER a OF CC.COND. OF MAID OF NEUTRAL OTHER APPARATUS: BARN-1 WELL PUMP-F-1 PUGLIESE VINEYARDS, INC. L 2705 BRIDGE LANE CUTCHOGUE, NY, 11935 GENERALMANAGI�R Per 11 l` aff This certificate must not be altered In any manner;return to the office of the hoard If Incorrect.Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. 70-1802 BUILDING DEPT. A I NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: _��✓ /`�� DATE INSPECTOR pg-tl 6?e� fw - d-l-lp M-1802 BUILDING DEPT. ��0'^��C�?a " INSPECTION z [ ] IOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY R ARKS: DAT �? INSPE M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS DATE � INSPECTOR M-iso2 BUILDING DEPT. INSPECTION � [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS• L.L X.6-� ,DATE 3 INSPECTOR v; A-TTn 514— 7-3 Sheet —L of —L Prop. bv: L Date 1Z:! —9 1 FAx 516 173-/- 5461' Checked by Date Design Idem.:SH.No. 3I�IY1�S �f�,g,�,�r7Slltit. P. S Caun:v P.1.iV. CG^ISTRUCTIGN X8 S7AMP .;Co 7iUe �l7(oL�1g Iyl NE.`tr142D 'r4UN 3 rOZ __ _ . _ W Iyx2co oR .- BMs @ �,_�„ �• : . G�� Iz x30 o+t Sca°% I o -Sol L- v A _ . . Z Cmeea6Ac�orJ P _ - - tau n 0--- LmoaA _ Z. -o'' '' 1. '• 1.. DIST 22a 112/73) I.R.No. Prep.by Date Checked by Date Sheet -L of Pleo. by T Oate e Checi<ed bv Data Oesign Ident.:SH.No. ��r1�s ��'��• � �. Count`i CQ.NISTRUCTIGN "Ce S7AMP jot 7 tle 'Xc7L.-%5 I C._.y"l►.���'10N3 1"02 Co�vGP- �s. �'.-,�f� C7r•� CMI°MFGr a�:,, 1z x3 o vie., lux ��• per O � SSi..ZAc>. ?0 4A._ yy Duc -�, c� afl �r .c� . ' - �� s�.+a. _ ....__._ __z c ►Ro _.._______. __. _ o As . -_.._ .. ... . rr _ �ti -��=ra1•S-- 2y.�-4'�._ _ l.A.�•a_6c 2'.'0" w.Ia�E. . _ _..._ /M o 1 DIST 22a(12/73) I.R.No. Prep.by Date Checked by Date ShPPT —L of --L P-ep. Sv: Date IZ—Z.gj q 1 e Checxed ov Date Design (dent.:SH.,Vo. Coun-,/ ?.I.,*11. CCINS RUC 10N .Ae S7AMP cc T ,fie Ufat�l'S f �1 N� 142.D 1j y 2 X3 0 vet �' S. )w Pelt 5Si_? o..�Zo GA �w�+N�z .c G ? _ c� afl st4r�c• ° _ . _ 5L.A6 2 Cme��t�o.J weQ AS0 _ f_q PG.F :.'�c► ��_ras ___ 2y'—�11_ _ t.A�_c� Z.' -v'' w�D� . __ }----- — DIST 22a 112/73) I.R.No. Prep.by Date Checked by Date Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/. *Cent J nk�te on.joint unless Damage or Personal Injury di "Indicate'otl a%#ise. Di ;Ions are 1D inches.-Apply 1. Provide copies of this truss design to the p tr49"to bft—ordes of-Truss and building designer,erection supervisor,property s C01 so t' _ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each T 1 r `2 " other. ' J5 Cr WEBS 3. Place plates on each face of truss at each For 4 x 2 brlez�#an;locate = 3 ,,� ; ¢ joint and embed fully. Avoid knots and wane plates /a"from outside edge of a i at joint locations. truss and vertical web. a 4. Unless otherwise noted,locate chord splices C? � o at /4 panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MRek/Gang-Nail Joint/Plats Placement Chart. P tY WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member qplate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. FORM018,019 �® ##MRO-A/R® Job russ russ ype ty y 40808 1 MOD.QUEEN 2 1 J1548491 J.Y. 4. - s ct 1 9 MiTek Industries,Inc. Wed Mar 0 1 1 age 21-M 42-0-0 4ARle=1:77.8 5.00 12 5x5= SLOG. DErT. �� ,r�� conIJTNDLD 13 5x5% 1 14 1 15 SxS�1 1 16 177g 7 19 6 - 20 5 I 22 L4 .3 23 I co 122`;25oIro o 3x6= 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6= 3x6= 3x6- 4zo - az-o-0 Plate Offsets LOADING(psf) SPACING 2-0-0 CSI DEFL (in) floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.10 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl=240 Weight:270 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 13-36, 12-37, 14-35 WEDGE Left:2 X 4 SYP No.3,Right:2 X 4 SYP No.3 I REACTIONS(Ib/size) 2=227/42-0-0,39=10/42-0-0,36=170/42-0-0,37=188/42-0-0,38=183/42-0-0,40::182/42-0-0,41=189/42-0-0,42=188/42-0-0, 43=187/42-0-0,44=193/42-0-0,45=169/42-0-0,46=244/42-0-0,35=188/42-0-0,34=183/42-0-0,32=182/42-0-0,31=189/42-0-0 30=188/42-0-0,29=187/42-0-0 Max Hoa 2=251(load case 3) Max Uplift 2=-36(load case 2),37=-61(load case 3),38=-80(load case 4),40=-75(load case 3),41=-72(load case 4),42=-73(load case 3), 43=-72(load case 3),44=-73(load case 4),45=-70(load case 3),46=-100(load case 3),35=-61(load case 2),34=-80(load case 4), 32=-75(load case 2),31=-72(load case 4),30=-73(load case 2),29=-72(load case 2) Max Grav 39=10(load case 6),36=170(load case 1),37=195(load case 5),38=183(load case 1),40=182(load case 5),41=189(load case 1), 42=188(load case 5),43=187(load case 5),44=193(load case 1),45=169(load case 5),46=245(load case 5),35=195(load case 6), 34=183(load case 1),32=182(load case 6),31=189(load case 1),30=188(load case 6),29=187(load case 6) FORCES(lb)-First Load Case Only TOP CHORD 1-2=15,2-3---73,3-4=-56,4-5=-51,5-6=-52,6-7=-52,7-8=-52,8-9=5,9-10=-52, 10-11=-52, 11-12=-52, 12-13=-52, 13-14=-52,14-15=-52, 15-16=-52, 16-17=-52, 17-18=5, 18-19=-52, 19-20=-52,20-21=-52,21-22=-51,22-23=-56,23-24=-73,24-25=15 BOT CHORD 2-46=0,45-46=0,44-45=0,43-44=0,42-43=0,41-42=0,40-41=0,39-40=-0,38-39=0,37-38=0 ,36-37=0,35-36=0,34-35=0,33-34=0,32-33=0,31-32=0,30-31=0,29-30=0,28-29=0, 27-28=0,26-27=0,24-26=0 WEBS 13-36=-131,12-37=-147, 11-38=-148,10-40=-148,9-41=-148,7-42=-148,6-43=-147, 5-44=-151,4-45=-135,3-46=-187, 14-35---147,15-34=-148,16-32=-148, 17-31=-148, 19-30=-148,20-29=-147,21-28=-151,22-27=-135,23-26=-187 NOTES OF N 1)This truss has been checked for unbalanced loading conditions. r0 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1, Q 9B condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per BOCA/ANSI95 If end A•� verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber 49 • F� DOL increase is 1.33,and the plate grip increase is 1.33 3) For studs exposed to wind,see MiTek"Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. !iT 5)All plates are 1.5x4 M20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 on center. d630� 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 2,61 Ib uplift at joint 37,80 Ib uplift at joint 38,75 Ib uplift at joint 40,72 Ib uplift at joint 41,73 Ib uplift at joint 42,72 Ib uplift at joint 43,73 Ib uplift at joint 44,70 Ib uplift at joint 45, 100 Ib uplift at joint 46,61 Ib uplift at joint 35,80 Ib uplift at joint 34,75 Ib uplift at joint 32,72 Ib uplift at joint 31,73 Ib uplift at joint 30,72 Ib uplift at joint 29,73 Ib uplift at joint 28,70 Ib uplift at joint 27, 100 Ib uplift at joint 26 and 36 Ib uplift at joint 24. March 2,2000 9)This truss has been designed with ANSI/TPI 1-1995 criteria. A WARNING-Ve ft design panasneters and READ NOTES om Tmx AND REVERSE awe 1BEBORE um. mi 41) Design vaNd tot use only with MRek connectors.This design k based only upon parameters shown,and Is for an Individual bulldkp component to be Installed and loaded vertically. AppNcablNty of design parameters and proper Incorporation of component is tesponsRbNlty of buNdhg designer-not truss designer.Bracing shown is fa lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction k the responslblNly of the erecta.Additional permanent bracing of the overall structure k the responsibility of the buNding designer.For general guidance regarding lobticatlon,quaNly control,storage,deNvery,erection and braving,consult OST-88 Ouolly Standard,DNI-e9 Bracing Ipeeltlaatlon,and HIB-91 MiTek® Handling InstaKing and tracing Recommendation ovaNabie from Truss Plate Institute,883 D'Onof io Drive,Madison,WI 0719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. ��8� TOP CHORDS 2. Cut members to bear tightly against each C2 Q other, o WEBS J5 a: 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate = �; ; ,,� ; ¢ joint and embed fully.Avoid knots and wane plates 1/8"from outside edge of a �� i at joint locations. truss and vertical web. o a 4. Unless otherwise noted,locate chord splices �, o at I/4 panel length('-6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, - ® erection and installation of trusses, �� PANEL TM © 1993 Mitek Holdings, Inc. ® CLIP FORM018,019 �® #"RO.MR0 Job russ russ Type ty ly 40808 G1 MOD.QUEEN 2 1 J1548491 P.D.J. ,N.Y. 10918 4. - s ct 119 i ek n ustries, nc. a ar O1 15: 7 age LOAD CASE(S) Standard I �I I i ,&WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. AppBcabWy of design parameters and proper incorporation of corn ponent is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibWty of theerecta.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality controL storage,delivery,erection and bracing,consuB CST-88 Quality Standard,03I-89 Bracing Specification.and HIB-91 M iTek® Handling Installlrp and Bracing Recommendation available from Truss Plate Institute,$53 D'Ono6io Drive,Madison,WI 53719. Job _ russ russ ypeQty y - J1548492 40808 S1 SCISSORS 35 1 P.D.J.COMPONENTS INC.,CHESTER,N.Y. 1 s ct 7 1 r e ndustnes nc. a ar 1511 age i1-0-0 11-9-3 21-" 30-2-13 42-0-0 Scal$TJ-71.6 1-" 11-9-3 9-2-13 9-2-13 11-9-3 1-0-0 5x6= 5.00 12 4 8x8 8x8 17, 3 5 a. 9 8x8= -- 1 2 10 8 67 rn 0 8x8= 8x8= I� 0 4x 12= 2.00 12 4x12= 11-9-3 21-0-0 30-2-13 42-0-0 11-9-3 9-2-13 9-2-13 11-9-3 Plate Offsets LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.47 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.77 8-9 >649 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.43 6 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=240 Weight:254 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP DSS TOP CHORD Sheathed or 2-7-10 on center purlin spacing. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 7-0-4 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 3-9,5-9 REACTIONS(Ib/size) 2=2046/0-5-8,6=2046/0-5-8 Max Horz 2=34(load case 3) Max Uplift 2=-661(load case 4),6=-661(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=11,2-3=-5871,3-4=-4140,4-5=-4140,5-6=-5871,6-7=11 BOT CHORD 2-10=5470,9-10=5473,8-9=5473,6-8=5470 WEBS 3-10=208,3-9=-1598,4-9=2501,5-9=-1598,5-8=208 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 661 Ib uplift at joint 2 and 661 Ib uplift at joint 6. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF Mew W. B� W �w SQA 063090 R'�FiSs10N�'�' March 2,2000 A WAMWO-Verft design pasnmet irm and MLW Homs om TMS ARD rsav==sms BEFORE um. Design valid for use only with Mitek connectors.This design Is based only upon parameters drown,and k la an Individual building component to be � Installed and kxx W vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k far lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responslbRty of the erecta.Additional permanent bracing of the overall structure is the responslWy of the building designer.For general guidance regarding fabrication,qually conhol,storage,delivery,erection and bracing,consull OST-88 Qualify Standard,DSI-89 Bracing SpecMcationn,and HIR-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,683 D'Onohio Drive,Madison,WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Cente plate on joint unless Damage or Personal Injury dim&cions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property sic rely seat. J2 J3 J4 owner and all other interested parties„ TOP CHORDS '`4 2, Cut members to bear tightly against each C2 ZC3 other. J5 • - Q � 3, Place plates on each face of truss at each *For 4 x 2 orientation, = �; 3 ¢ joint and embed fully.Avoid knots and wane = at joint locations, plates /s"from outside edge of a 4. Unless otherwise noted,locate chords laces truss and vertical web. o at 1A panel len th +6"from ad scent oint,ce u r 9 (_ 1 joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Ji J8 V J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 acin shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ff.spacing,or less, if no ceiling is installed, unless at noted. SBCCI 87206,86217,9190 12,Anc orage an or oa ran erring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M!Tek® 15.Care should be exercised in handling, ® erection and installation of trusses. � ® PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORMOL 8,019® MYDRO,AIR BUILDING PERMIT REVIEW CHECK LIST Applicant/ _ Date Owners Name: T i t r�" t ra-2. �/�, Tu-K- - Reviewed: Architect/ J Date Engineer: Submitted: g SCTM #: �� � District: 1,000 Section: - Block: Lot: �� S r Project Subdivision Location: 3 x- ame: 61 Single&separate Required certification: (Yes/No)—A" Req Req. Zoning District [Lot size. Actual: J [Lot coverage Proposed: ] Req. Req. Req- (Front Yard Proposed: (Side Yard Proposed: [Rear Yard Proposed J Project Description: F a-k il-N Q 1&1 AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: to • O��gpFFO(,rcoG o� s� H Town Hall,53095 Main Road Fax(631)765-1823 P.O. Box 1179 ifi O�� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD SEPTEMBER 14, 2001 RALPH PUGLIESE 2705 BRIDGE LANE CUTCHOGUE, NY 11935 NOTE: BEFORE THE CERTIFICATE OF OCCUPANCY CAN. .-BE TYPED WE NEED AMENDED PLANS FOR THE CHANGE IN FOUNDATIG CERTICATION PER INSPECTIONS DONE 2/3/00 AND 4/3/00./ To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : An application for Certificate of Occupancy is not on file . (Enclosed) No Underwriters Certificate on file . The check is (not on file . ) $25 . 00 No Health Department Approval on file . No final inspection has been made . No Plumber Solder Certificate on file . (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT 4 26209-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. I nJYCI,l tv[v ttacvcxt 1� 1 -- --- —__ --_— __ ___ — DATION ( IST) -- _ - I lDAT I ON (2ND)-- IL----- --- --- _ C1 - z � u ;R FRAME II IIu II----- - J1-- - --- 1< H PLUMBING Ijr-- --��-- --- ------ ----- -- -11 cn II qy MATION PER N. Y. I i td H STATE ENERGY �� B CODE 1 — u fl n u —al FINALfei n n ADDITIONAL COMMENTS: C o z ------------- -----—----------—-------- E ? 9 c ^� : - - BOARD OF HEALTH . . . . . . . . . . . . . . . j FORM NO 1 �3 SETS OF PLANS BLDG.DEPT. TOWN OF SOUTHOLD VSURVEY . . . . . . . . . . . . . . . . . . . . . . . . TOWN OF SOUTHOLD BUILDING DEPARTMENT �CHECR . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL Exanined........ 19.... MAIL TO: . . . . . . . . . . . . Approves.!2l g�... ....., 19 .1. Permit No. ..�la•�v..... .................................... Disapproved a/c .................................. .................................... ..................................... ....... ........ c— .......... ...... .. ........ (Building I or APPLICATION FOR BUILDING PERMIT Date. 1/. .a� INSTRUCTIONS a. This application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property mist 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 Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose 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 Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or W,%plations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in bu' ding forsary inspections. (S �f app cant, or nape if a corporation) l (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. RR Nana of owner of premises A,11 .>?. ./Q./. J.Q..l..U.G.�.,�s�1................................ as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................I Electricians License No. ..................... Other Trade's License No. .................... 1. Location of lard on which proposed work will be done..N.A/./y.... p,R�1..................................... ...4 ... ../.�!�yfRA..............G v.�c�J a.G.1J�.......... House Number Street Hamlet County Tax Map No. 1000 Section ......... Block. Q./��......... Int Subdivision ....... ........................ Filed Map No. ............... Lot ... (Nam) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ................................................AtQ!lN1 .ILlltt�llMJ. 1WO1a birte.0UGU9 MOW b. Intended use and occupancy �LpaJY/.G.4(lJ0/QNJ�UJ�<l J!✓y.k!! L.S.�0 ° N ,e �T.... w02.6ADtBG/ higx3nnF,T Ite kill ............ [v111/Va1 ............. (1t311111L1 n(1 ............ (Description) le 4. Estimated Cost j LI.................. fee ............................. (to be paid on filing this application) 5. If duelling, cumber of dwelling units ............ Ikbmber of dwelling units on each floor ................ Ifgarage, number of cars ...................................... { C/ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of useJ9RM..rl/¢lQr9G�.. � 7. Dimensions of existing structures, if any: ]tont...? ©...•...._ Rear ..�.(�.1 ........ Depth ..70 .......... Height .. .................... Nzrber of Stories ...1.................. Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Deight .................... Number of Stories ............... 8. Dimensions of entire new construction: Front .3/0.�......... Rear ... ........ Depth ..��........ Height J .........r�..G1........ NLuber of Stories .... ................ 9. Size of lot: Front .a�-99 A&'5.... Rear .................... Depth 10. Date of Purchase .I 9 9............. Nam of Former Owner/.�.J.�®/Y.. j/..S.!L p................. 11. Zone or use district in which premises are situated ...A ..:........../......................................... 12. Does propose(] construction violate any zoning law, ordinance or regulation: ..4 .0................ 13. Will lot be regraded ....41,2.......... Will excess fill be removed from premises: YES �777 /, 14. Nacos of Owner of premises I�R l�4/l. (d Address 7 �IYiD.6f.�R!>.'h�...... Phone Nob�l ,.,h.05 7 Nam of Architect .................................... Address .............................. Phone No. ............ Name of Contractor ................................... Address ...............................Phone No. ............ 15. is this property within 300 feet of a tidal wetland? * YES .......... NO l .... *IF YES, SO0II1fHD MM MMM-3 PMH MAY 1E RF'� MU). PI,OT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set—back dimensions from property lines. Give street and block number or descrip ion according to deed, and show street names and indicate whether interior or corner lot. 2� o 0 SUVIE OF war YORK Is C0IINIY OF .. - (k........ s ...being duly sworn, deposes and says that he is Lice applicant (Name of individual signing contract) above named, Ileis Clme ...... -36mt................................................................................. (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all sLatemenLs contained in this application are true to the best of his knowledge and belief; and Chat the work will be perfornled in the manner set forth in the application filed therewith. Sworn to QQbeforq me Lilts r ..l........d of Notary Public .. U (Signature of Applicant) womw PUBLIC Sorts of"W%* FOQ &WN0ar1:d0n s�OurroMt Cfflwdw Tenn EXPWN MUCK 4�20ML h� 12 s � 2 0' • � � N.Y STATE CrRTIFIPD TRU65 oo ti S66 —DOUBLE HOVE 3USSORS X4 WINDOW 4"X6" f� r• 40, 1• 12, 6/ CONC7i8TE SLAB RSINPO CSp HARStW)RF /♦ 1 1• 1/ 1 ♦ l 1 fl t rJ f4- Y91f ; Y / / \ 61 310,1 MIN CROSS SECTION FRONT ELEVATION APP 0 ED AS p7pTED �o DATE: •12 O E B.P. FEE:s BY: ` NOTIFY BUILDING PART T AT 765-1802 9 AM TO 4 PM OCCUPANCY OR FOLLOWING INSPECTIONS: FOR THE {UA'SF IS UNLAW�FUL � FOR POURIED CONCRETE REQUIRED WITHOUT CERTIFICATg' NSULATIONRAMING & PLUMBING OF OCCUPANCY 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION 6 ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 70 ' u $IDE SECTION DOOR GRI ULTRAL BUILDIIVG SCALE: Ili / ArVROVE - °RAWN BY RaL,EiPUG iESF REVISE° e O,vrRetPUGUESE VINEYARDS �J DRAW ING NUMBER !1 I n 0 Z ry �3 K1 = l I ` . l � r I I x611 CONCRETE SLAB RelwroRcEU Wof tsrx.EL t'?OD$ Z N I�c M N I \ ' -I Jr 1 \ icuzr L QUJI- D ) )vG SCALE:!rte AORpOVED BY: pFAWN BY pATE: Qv 1111 REVISED GUESE V1 fid DRAWING NUMBER � ` doe( I qf - I C, J 6 EP jil t1l ui > U) 126 '4D N F N i Zi Q4 E IV, IV 0 - hj Pr o vf__1�1 10 32. 90, jo r.> al, IL 0 -751- Ile Ir. ,9%0 LANG 126 � IV 6 *4 W. re 0 51 - 'YEW Y 00 I� re " 2 01 N• Y STATE CFRTIVED TR Uss w S66 —DOUBLE HOWE SCISSORS Xb WINDOW 4'X6' w _ B 4- N i. I 12, C' CONCRETr SLAB REiffiro2CSD 8AR54,W)RE " } 310„ ml N 11A YI CROSS SECTION z' FRONT ELEVATION - APP 0 ED AS NOTED DATE:�I zaSs � B.P. 7-� FEE: —BW. NOTIFY BUILDING PAR TAT OCCUPANCY OR FOLLOWING INSPECTIONS:765-1802 9 AM TO 4 PM FOR THE USE IS UNLAWFUL y FOR POURIED CONCRETE REQUIRED WITHOUT CERTIFICATE, ROUGH * FRAMING & PLUMBING INSLATION OF OCCUPANCY 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 70 1. S)DF SECTION DOOR ) ML,TRAL. BUILDING SCALE: I011 APPROVED BY: DRAWN BY Y DATE: way91 I? Lgb PuG IESE REVISED I I LONz R@`E I i t PUGUESES DRAWING NUMBER Y 2baa9 ' n 0 2ti rn m 1 - 1 I \\ I I 1 6// CONCR[7E rl-))B REHVFORC,EDNil?EtSTEEL Roj).s z � .�• Po 11 \ • 72 ' AGalCULTRAL BUIZ. D MIG SCALE: APMOVED BY: •DRAWN BY OATE' Dv 9 pFVISED GUEST; VI E ARD DRAWING NNMBER