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FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26740 Date: 10/13/99 THIS CERTIFIES that the building FIRE REPAIR & ADDITION Location of Property: 375 KRAUS RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 122 Block 5 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 23, 1998 pursuant to which Building Permit No. 25446-Z dated DECEMBER 28, 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 FIRE DAMAGE REPAIR AND ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. ZBA #4659. The certificate is issued to WILLIAM & MARY ANN GREMLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 496229 07/30/99 PLUMBERS CERTIFICATION DATED8/11/99 /WWILLIAM H. GREMLER, JR. 'Yl / Building I pector 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. 25446 Z Date DECEMBER 28, 1998 Permission is hereby granted to: WILLIAM GREMLER PO BOX 173 MATTITUCK,NY 11952 for FIRE DAMAGE REPAIR TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 375 KRAUS RD MATTITUCK County Tax Map No. 473889 Section 122 Block 0005 Lot No. 006 pursuant to application dated DECEMBER 23 1998 and approved by the Building Inspector. Fee -$- 75 . 00 AuthorizqW Signatyfe ORIGINAL Rev. 2/19/98 rorm iNo. o 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 17 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 competed site, plan -requirements. - —— B. ' n or eicisting bui�diggi (prior to April 9, 1957) non-conforming uses, or buildings and 'pre-existing ' land f� es: dt�eve �lb, property showing all property lines, streets, building and ra s 11 y topographic features. 2.L A proper^ ly_ c,om�le ed application and a consent to inspect signed by the applicant. If6i0(Z1ficate f Occupancy is denied, the Building Inspector shall state the writing to the applicant. C. Fees 1. Certificate o4 Occupancy - New dwelling $25.00, Additions to dwelling $25.00, a 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 - _ .25v,, 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . . . . Old Or Pre-existing Building. . .® . . . . . . . . . . Location of Property. . . . 3�;F . . . . . . . . . . . . . . . . trK,�,US ,` . : /ml#fii7'JC licus-e-No:'','+`)----- -- -S-Lx - - Onwer or Owners of Property.. . :!':�'U;,q-m -)- mg AOA). . . 6AElr,i t e�• . • . . . • . . . . . . • . . County Tax Map No 1000, Section. . . .C:L . . . . .Block. . . . :� . . . . . . . . .Lot. . � . . . . . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No. . . . . . .Date Of Permit./l/�!/�. . . . . .Applicant.4j.'LL/ } . . . . . . . .. . �i7l2FM��J2 Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certiicate. . .X. . . . . . Fee Submitted - 2 . . . . . . . . . . . . . . . . . . . . . . . LA APPLICANT 765-1302 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH OLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLAC C MNEY REMARKS: DATE �� ��� INSPECT ENERGY CODE CALCULATIONS (For Not:-Electric [Beat) Design Criteria 6 ,000 Deg ree' Days O.A. �LU'r I.n. 7U*r , 1E COR: � vert DATED: j crcZ l 1' DESIGN '1RERMEL REMARKS SUBSYSTEM AREA °U" RATING O ExL•erior. Walls (Opaque) /143 0 B7 �© / _ Glazing I � 8 Z � � 3 � ` J-3 ✓"°" ` d- ePVej� Doors Ceil.lny/Root (Opaque) rrS en tit Skylights % e PVQ Floor Foundation Walls 1 ErP / 0-" /0 36 Slab Insulation TOTAL Notes: Building Envelope Systems Lo meet requirements of 7015.2 HEm VAC quipeent to meet requirements of 7015. 11 HVAC SysLems Lo meet requirements of 7015. 12 Duct Systems to meet requirements of 7015 . 13 VentilaLioue SysL•ems to meet requirements of 7015. 14 7015- 15 Insulation of Piping Systems to meet rey`iremeeet requiremenL-s of 7015. '21 Service Water Heating Systems & Equip III Electrical & LighLing Systems & Equipment to meeL• requirements of 7015 . 31 To the best of my knowledge, ®VNEWy belief, & professional 4� 0 ju(lyemenL•, hese plans are compliance with Lhe code. J r W ' •2d'�. 032254-1 OAAOFE3S\ONP� THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1001093 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JULY 30,1999 Application No. on file 17992699/99 N 496229 THIS CERTIFIES THAT PERMIT NO. 25446 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of WILLIAM GREMLER, 375 KRAUS ROAD, POLE #2, HATTIDUCK, NY in the following location; ® Basement ® Ist Fl. ❑ 2nd Fl. GAR/OUT Section Block Lot was examined on JULY 26,1999 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT, K.W. AMT. H.P. 66 68 44 64 2 1 5.5 1 3.6 1 1.2 1 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC-PT. TIME CLOCKS I BELL UNIT HEATERS MULTI�OUTLET DIMMERS SYSTEMS AMT. I K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMi. H.P. NO.OF FEET AMT. WAITS 5 F 2 - 2 12 600 SERVICE DISCONNECT No,OF S E R V I C E METER NO OF CC COND. A.W.G. A.W.G A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 9 0 tlW PER 0 OF CC.AND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRAL$ OF NEUTRAL OTHER APPARATUS: WIRLPOOL BATH-1 WELL PUMP-1 3 1/2 TON A/C-1 WITH 60A DISCONNECT-1 PANELBOARDS:1-16 CIR. 100 G.F.C.It-11 SMOKE DETECTORL-5 LL <<< Continued on Page 2 >>> EGENERAL MANAGER Per This certificate must not be altered In any manner; return to the office of the Board if Incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 1001093 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JULY 30,1999 Application No. on file 17992699/99 N 496229 THIS CERTIFIES THAT PERMIT NO. 25446 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of WILLIAM GREMLER, 375 KRAUS ROAD, POLE #2, MATTIDUCK, NY In the following location; ® Basement ® Zst Fl. ❑ 2nd Fl. GAR/OUT Section Block Lot was examined on JULY 26,1999 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENTI FLUORESCENT I OTHER AMT. I K.W. AMT. I K.W. AMT. I K.W. AMT. I K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC'PT.1 TIME CLOCKS I BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WAiiS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND A.W.G. A.W.G. A W G. AMT. AMP. TYPE EQUIP. I 0 2W 1 0 3W 3 0 3W 3 0 4W PER 0 OF CC,CONO NO.OF HIAEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: DOROSKI ELEC. INC. LIC.#2941-E LdLu ,_ L �L.s>L 425 MONSELL LANE CUTCHOGUE, NY, 11935 GENERAL MANAGER 11 W Per This certificate must not be altered In any manner; return to the office of the Board If Incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF, CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. ..r- THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE ' 1165060 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date DECEMBER 14,1998 Application No. on file 17240998/98 N 474109 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 WILLIAM GREMLER, 375 KRAUS ROAD, MATTITUCK, NY in the following location; ❑ Basement ❑ 1st Fl. ❑ 2nd Fl. GAR Section Block Lot was examined on DECEMBER 07,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT K.W. AMT K.W. AMT. I K W. AMT. I K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS I SPECIAL RECTLI TIME CLOCKS I BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP, AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WAiiS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND A.W.G. A.W G A.W.G. AMT. AMP. TYPE EQUIP.11 0 2WIl 0 3W 3 0 3W 3 0 dW pER 9' OF CC.CON,. NO,OF HI-LFG OF HI LEG NO.OF NENRAL$ OF NEUTRAL OTHER APPARATUS: EIRE RECONNECT ONLY-1 MAJOR ELECTRIC LIC.#2579E L L39 WER1,1AN CT. PLAINVIEW, NY, 11803 GENERAL MANAGER 7.1 MPer y�- This certificate must not be altered In any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. IaUG �o��SOfFO(KCOG BP9 y Z Fax(516)765-1823 ox 17S •' " • Telephone(516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE:A14. I Building Permit No. Owner: \N it 'i4M 5-, Mef"-to-1-M GrcmlCrSi;' (please print/) 'rn n Plumber: � m M alz l .ice � K (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ao (Plumbers Signature) Sworn to before me this day of 19 Notary Public, County 7y 14?A DONNA M.PALMER Notary Public,Slate of New York No.01PA6089078 QualNled in 8uNdk County ��l - OpmdsabnExpire�December9, �uuv APPEALS BOARD MEMBERS gXlFF0Q, COG Southold Town Hall Gerard P. Goehringer, Chairman �� 'y� 53095 Main Road c z James Dinizio,Jr. y P.O. Box 1179 Lydia A.Tortora Southold,New York 11971 Lora S. Collins y� �� ZBA Fax(516)765-9064 George Horning 0( `>� Telephone (516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 4, 1999 Appl. No. 4659 —WILLIAM AND MARYANN GREMLER. STREET & LOCALITY: 375 Kraus Road, Mattituck. 1000-122-5-6 DATE OF PUBLIC HEARING: February 23, 1999 FINDING50FFACT PROPERTY FACTS/DESCRIPTION: The subject property is located along the northerly side of Kraus Road, Mattituck and consists of 15,500+- sq. ft. of land area. The applicant's sketch (site plan) shows an existing single-family dwelling and accessory swimmingpool located in the rear yard. The footprint of the dwelling is shown at 2,159 sq. ft. and the existing pool at 880 sq. ft, BASIS OF APPEAL: The Building Inspector's January 20, 1999 Notice of Disapproval, under Article III, Section 100-30A.4 for the reason that addition would exceed the 20% lot coverage limitation under the Bulk Schedule of the Zoning Code. AREA VARIANCE RELIEF REQUESTED: The applicants are proposing an 8 ft. by 56 ft. addition at the rear of the dwelling. The addition would not extend past the existing 10.5 ft. side yard and will add 460 square feet of newlot coverage, for a total of 3,499 sq. ft. The 20% code limitation is 3,116 sq. ft. The overage is 383 square feet, or 22.5%. REASONS FOR BOARD ACTION, DESCRIBED BELOW: Grant of the area variance will not produce an undesirable change in the character of neighborhood or a detriment to nearby properties because this will only result in an increase of 2.5 percent over the code limitation of 20% for lot coverage. The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance because the land is limited in size at 15,500 square feet. The requested area variance is not substantial in relation to the code requirement representing approximately two percent. No evidence has been submitted to show that the requested addition will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. The alleged difficulty has not been self-created and is related to the preexisting size of the property and the limitations of the code. In considering this application, the Board deems that the grant of approximately two-percent Page 2—March 4, 1999 1b00-122-5-6(Gremler) Southold Town Board of Appeals variance of 383 sq. ft. of added building area to be the minimum necessary and adequate to preserve and protect the character of the neighborhood, and the health, safety, welfare of the community. RESOLUTION/ACTION: On motion by Member Dinizio, seconded by Chairman Goehringer, it was RESOLVED, to GRANT the variance as applied for. VOTE OF THE BOARD: GOEHRINGER, DINIZ SORA, and" Member Horning of Fishers Island was absent-excused.) /� ' GERARD P. GOEHRINGER CHAIRMAN For Filing 3/8/99 I Rg�7 cE� AL ' gall �a R� I � I I I I '" Y ' I l I t�Fr;wy �A Act, I I � Job I russ truss 37451 Ce G4 HOWE 1 2 D Components 9 aster, . 1091 4.0-32 s Jan 999 ITS ndustrles, nc. on at 0 2:38: 0 199 Page 1 -1-q-0 4-11-2 1 8-9-10 1 12-8-2 -4 17-7-4 18-11 1-4-0 4-11-2 3-10-8 3.10-8 4 11 2 1-4-0 E OF NEW 4x411 as -.N K, YOP`\\t h 4 y 5.00 12 3x61 3x61 k 3 5 d+�OA 063030 ROFESS{ONP�' 6 z 71$ 1 10 9 8 4x12= 4x12= 3x10 11 8212= 3x1011 4-11-2 8-910 1 12.8-2 1 17-7-4 4.11-2 3-10.8 3.10-8 4-11-2 ate sets - 6: - - 9: - - e e LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.70 Vert(LL) .0.20 9-10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1,15 BC 0.83 Vert(TIJ -0.32 9-10 >653 I3CLL 0.0 Rep BCOL 10.0 Code tresBOCA/ANS 95 W8 0.88 1st LCHorz(TLLL MIOn/a Incr NOMin Ild eft = 240 Weight: 191 Ib LBRACING UMBER TOP CHORD Sheathed or 3-0-6 on center spacing. TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SVP DSS BOT CHORD Rigid ceiling directly applied orr 8-7 8-7-0 on center bracing. WEBS 2 X 4 SYP No.3 •Except• 4.92 X 4 SYP No.2 REACTIONS(Ib/size) 2=6966/0-3-8(input: 0-3-8), 6=69 6610-3-8(input: 0-3-8) Max Harz 2=-18(load case 2) Max Upllft2=-2674(load case 4),6=-26740oad case 4) FORCES(Ib)-First Load Case Only TOPCHORD 1-2=21,2-3=-12848, 3-4=-8888,4-5=-8888, 5-6=-12848, 6.7=21 BOT CHORD 2-10=11 851,9-10=11851,8-9=11851, 6-8=11851 WEBS 3-10-3108,4-9=6550, 5-8=3108,3-9=-4104, 5-9=-4104 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Tap chords connected with 1 fowls)at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-8-0 on center. Webs connected as follows:2 X 4- 1 row(s) at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 ml from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per BOCA/ANSI95 If and 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 4)All plates are M20 plates unless otherwise indicated. 5)WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2674 Ib uplift at joint 2 and 2674 It,uplift at joint 6, 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard 1) Regular:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 2-10=-718.1,9-10=-718.1, 8.9=.718.1, 6-8=-718.1, 1-2=-74.0, 2-3=-74.0, 3-4=-74.0, 4-5=-74.0, 5-6=-74.0, 6-7=-74.0 ("" q11 0 W L �Mw"A."R0 21999. APR 2 21998 f A199RNfN07 •andNOt'ES ON TMS AND REVERSE SM BEFORE USE. DeslQe-ypyy,.Ip WMri b design is based only upon parameters shown,and b for an Indlvldual bulming component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsiblllty,of building designer-not buss designer.Bracing shown Is tot lateral support at Individual web members only.Additional temporary bracing to Insure dablRY during constmctlon b the enponslblllly of the erector.Additional permanent bracing of the overall shuetwe b the resconslblllty of the building designer.For general guldonce regarding fob,conan,quality control,storage,delivery,erection and bracing,consult GST-BB Quality Standard,DSB-89 Bracing specification,and HIB-91 M iTek® Handling,Installing and Brcelng Recommendation available florn Truss Plate Institute.883 D'Onoblo Drive,Madeon,w133719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Appy 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property e securely seat. JZ J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. a WEBS JS ¢ 3. Place plates on each face of truss at each O oint and embed fui Avoid knots and wane *For 4 x 2 orientation,locate = h ; ; ¢ I y' 0 O at jointlocations. plates 1/8'from outside edge of a 4. Unless otherwise noted,locate chords lices truss and vertical web. o a P O at 1/4 panel length(+6'from adjacentjoint.) *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 JOINT$AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWE$TJOINT 7. Camber is a non-structural consideration and Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFTTO 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 Q 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. A 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 at13.Do not overload roof or floor trusses with whicW,bearings(supports)occur. stacks of construction materials. ® 14.Do not cut or alter truss member or plate without prior approval of a professional N engineer. M iTeke 15.Care should be exercised in handling, © 1993 erection and installation of trusses. PANEL TM Mitek Holdings, Inc. CLIP FORM018,019 ion I 4 y ss russ ype y ,1787743 3745fC T1 MOD. QUEEN 28 i DJ Components 990 ester, NY. 10918 4.0-32 s Jan 20 1999 MiTolk Industries, Inc. Mon Mar 01 12:36:02 1999 Page 1 -1-4-01 5-9-3 10-10-10 16-0-0 I 21-1.6 26-2-13 32-0.0 X334-0 1-4-0 5-9-3 5-1-6 5-1-6 5-1-6 5-1-6 5-9-3 1-4-0 44= 5.00 F12 5 3x4 3x4 4 6 5x5 /�er 5x5,' 3 7 2 8 01 9I� 3x8= 12 11 10 3x8= 3x4= 5x8= 3x4= 8.3-14 16-0-0 23-8-2 32-0-0 8-3-14 7-8-2 7-8-2 8-3-14 Plate Of fsets(X,Y): [2:0-4-2.0-1-81, 13:0-2-8,0-3-011 :0-2-8,0-3-01, [8:0-4-2, - 11:0-4-0,0-3-01 LOADING 1:0- -0 0-3- LOADING (psf) SPACING 2-8-0 CSI DEFL (in) (loc) I/d all PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.92 Verl(UJ -0.25 11 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.96 Vert(TL) -0.49 10-11 >773 BCLL 0.0 Rep Stress Incr NO WB 0.79 Hofz(TU 0.14 BCDL 10.0 Cade BOCA/ANSI95 1st LC LL Min I/deft = 240 Weight: 158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-10 on center Purim spacing. BOT CHORD 2 X 4 SYP No.t BOT CHORD Rigid ceiling directly applied or 5-10-11 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=2133/0-3-8, 8=2133/0-3-8 Max Harz 2=-36(load case 2) Max Uplift2=-728(load case 4), 8=-728(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=24, 2-3=-4031, 3-4=-3629, 4-5=-2547, 5-6=-2547, 6-7=-3629, 7-8=-4031, 8-9=24 BOT CHORD 2-12=3699, 11-12=3051, 10-11=3051, 8-10=3699 WEBS 3-12=-475,4-12=611,4-11=-938, 5-11=1454,6-11=-938, 6-10=611,7-10=-475 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 tap chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 728 Ib uplift at joint 2 and 728 Ib uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard �P-(E OF NEIV YQ y tVQ�V-t4Crf't W. co �� 4 2 199 ' 2�F0 063 0 ��. MAR AR0FES310NP- / AWARMNO-VerM deelyn paramate rs and REM NOTES ON THIS AND REVERSE NIDE BEFORE USE. Design valid lot use only with MBek connectoa.This design is based only upon parameters shown,and Is for an Individual building component to be � Installed and kwded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility,at building designee-not buss designer.Bracing shown is for lateral support of Individual web membeu only.Additional temporary booing to Insure stability during construction Is the responsibility of the ereclot.Additional permanent bracing of the overall structure Is the nesponsibilly of the building d"ignei.For general guidance recording fabrication,quality Control,storage,dell"IV,erection and booing,consu8 CST-88 Quality Romford,DSR-89 Boelna Specification.and NIB-91 Wei bondling Installing and funding Recommendation available from Truss Plate Institute,583 D'OnOBla Drive.Madison,WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property I� 13A *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Appy 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property Fe securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS C 2. Cut members to bear tightly against each other. WEBSDO 3. Place plates on each face of truss at each *For 4 x 2 orientat on,locate = h ¢ joint and embed fully. Avoid knots and wane v O_ at joint locations. plates /a'from outside edge of a 4. Unless otherwise noted,locate chords lices truss and vertical web. oP� at 1A panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J7 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 referto the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFTTO 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. A Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ff.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 © 1993 Mitek Holdings, Inc. CLIP FORM018.019 #ff0R0,WR0 toss truss iype Cry Fly 3745tC T1A MOD. J787744 QUEEN 8 1 PUJ Components(99-0-114), Chester, NY. 10918 4.0-32 s an 20 1999 ak Industries, Inc. Mon Mar 01 12:36;04 1999 Page -1-4-01 5-9-3 10.10.10 16-0-0 1 21-1-6 26-2-13 32-0-0 1-4.0 5.9-3 5-1.6 5-1-6 5-1-6 5-1-6 5-9-3 44= 5.00 F12 5 3x4 3x4 1 4 6 5x5 i 5x5'1 3 7 8 2 '- 01 )d 3x8= 11 10 9 3x8= 3x4= 5x8= 3x4= 8-3-14 16-0-0 23-8-2 32-0-0 8-3-14 7-8-2 7-8-2 8-3-14 Plate Offsets 12:0-4-2,0-1-81, 3: - -3-017:0-2-8,0-3-01, LOADING(psf) SPACING 2-8-0 CSI DEFL (in) (roc) I/d efi PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.25 10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.96 Vett(TL) -0.49 9-10 >773 BCLL 0.0 Rep Stress her NO WB 0.79 Horz TU 0.14 BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min 1/defl = 240 Weight: 156 16 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-10 on center purlin spacing. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-8-12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=2133/0-3-8, 8=1987/0-3-8 Max Harz 2=89(1oad case 3) Max Uplift2=-728(load case 4), 8=-589(load case 4) FORCES(lb)- First Load Case Only TOP CHORD 1-2=24, 2-3=-4031, 3-4=-3629,4.5=-2547, 5-6=-2547, 6-7=-3629, 7-8=-4031 BOT CHORD 2-11=3699, 10-11=3051, 9-10=3051,8-9=3699 WEBS 3-11=475,4-11=611,4-10=-938, 5-10=1454, 6-10=-938, 6-9=611, 7-9=-475 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 I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If parches 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 728 Ib uplift at joint 2 and 589 Ib uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ZE OF New r N W' cye0�f V f}6fi in A. 1P. UUU0630 0 � MAR U 21999 A&WAWNG-verW design puramerten and Penn Nores ONTPrs nlvu Peveese srue PeroPe use, Design valid for use only With MRek connectors.This design h based only upon parameters shown,and Is for an Individual building component to be installed and loaded veukalN. Applicability of design parameters and proper Incorporation of component H responsibility at building designer-not buss designer.Bracing shown H for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the respondblllly of the erector.Additional permanent bracing of the overall structure Is the responslbllHy of the building designer.For general guidance regarding fabrication,quality cannot storage,delivery,erection and bracing.consul GST-88 Quality Standard,D98-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Brn9ing Repanmendm83 lon available from Truss Plate Institute,5D'Onofi Drive,Madison.W1 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property �11 . 73/. *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 securelyseat. J2 J3 Ja owner and all other interested parfies.. TOP CHORDS 2. Cut members To bear tightly against each cx ca other. VyEBS J5 3. Place plates on each face of truss at each a joint and embed fully.Avoid knots and wane *For 4 x 2 orientation,locate 0 a �' ; o at joint locations. plates 1/a"from outside edge of a 4. Unless otherwise noted,locate chords lices truss and vertical web. 0 a P O at 1A panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J7 JB 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions 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 Lj 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. A Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ff.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 _ Wk 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. MiTeko 15.Care should be exercised in handling, ® erection and installation of trusses. � ® PANEL TM © 1993 Welk Holdings, Inc. CLIP F RM018.019 �® Nroaa,Ala® J787745 3745,1C T2 QUEENPOST 6 1 FIL)i Components(99-0114), Chester, NY. I OUI 8 4.0-32 s Jan 20 1999 Mi I eK Industries, Inc. Mon Mar 01 12:36:07 1999 Page 1 -1-4.0 ) 4-8-11 i 8-9-10 { 12-10-9 17-7-4 h 18-11-4 1-4-0 4-8-11 4-0-15 4-0-15 4-8-11 1-4-0 4x4= 4 5.00 12 1.5x4� 1.5x4 3 5 2 6 1 7 10 3x4= 8 3x4= 3x8= 8-9-10 17-7-4 8-9-10 8-9-10 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) floc) 1/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.27 Veft(LU -0,05 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1,15 SC 0.49 Vert(TU -0,18 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/dell = 240 Weight:77 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 4-10-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 9-11-14 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=923/0-3-8, 6=923/0-3-8 Max Harz 2=-1 B(load case 2) Max Uplift2=-345(IDad case 4), 6=-345(load case 4) FORCES(Ib)-First Load Case Only TOPCHORD 1-2=18, 2-3=-1407, 3-4=-1031, 4-5=-1031, 5-6=-1407, 6-7=18 BOT CHORD 2-8=1289, 6-8=1289 WEBS 3-8=-370,4-8=478, 5-8=-370 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 pat top chord dead load and 5.0 psf bottom chord dead Toad, 10 ml from hurricane oceanline,on an occupancy category I,condition I enclosed building, of dimensions 45 ft by 24 It 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 Ib uplift at joint 2 and 345 Ib uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard y�PCE OF Nx- c900,p'f, fnn " `OQfL ;u ,1 �wC O 063030 O�SSIONPI'� �_ MAR' 0 21999 A WARNING-Virf fy design pammetera and RSM NOTES ONTNYB AND REVERSE BIDE BEFORE USC. Design volld for use only with Mgek connectors.This design is based only upon parameters shown,and is for an Individual building component to be � installed and boded vertically. Applicability of design parameters and proper Inco poratbn of component Is eir ponslblltly of building designer-not truss designer.Ssocing shown is for lateral support of individual web members only•Addgbnal temporary bracing to Insure stability during conduction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsIbllify of the building designer.For general guidance regarding fabrlcatbn,quality controt storage,delivery,erection and bracing,consult GST-e9 Quality Standard,056-89 Braeing Specification,and RIB-91 M iTek® Handling Installing and Bracing R,sx r mendallen available hcm lure Plate Institute,583 D'OnoSb Drive,Madison,WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *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., k TOP CHORDS � 2. Cut members to bear tightly against each cx v JS other. WEBS 3. Place plates on each face of truss at each * _ ; , Q joint and embed fully.Avoid knots and wane For 4 x 2 orientation, locate 3 o at joint locations. plates 1/8"from outside edge of X 4. Unless otherwise noted,locate chords lices truss and vertical web. o a P No at 1/4 panel length(*6"from adjacentjoint.) *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 LOWEST JOINT 7, Camber is a non-structural consideration and Mrfek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions 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. A 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. e MiTek® 15.Care should be exercised in handling, _ n erection and installation of trusses. � ® ttIPEI © 1993 Mitek Holdings, Inc. FORM018,019 HMRO,A/R® FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: . . . . . . . . . . . . . . . . To . .William- Gremler. . . . .. .. .. .. . . .... .. . . . 375 Kraus Road .. . . . . ... .. .. . . . ...... . . . ... . . . . . . . .. . . . Mattituck NY 11952 .. ... ............ .. .. .... ......... . . . . . . PLEASE TAKE NOTICE that your application dated Janggry.?.o ... . . 1819 .. .. for permit to construct addtion to one familX dwelkigg. .. ._ ... . . . . . . . . . .. . . at Location of Property .....375 Kraus Rd..... . ........ . . . . .. .. .. .... . . i�attituck House No. Street Hamlet County'Tax Map No. 1000 - Section . . .... . . BLOCK . . . . ...... i 122LOT ... . .. ... .... Subdivision . .. ...... . . . . ...... . . ...... .. .. Filed Map No. . ... .... .Lot No. . ...... is returned herewith and disapproved on the following grounds pursuant, to,Arti�le,ilj�,,, Section 100-30A.3 proposed addition exceeds permitted lot coverage of as per .... . .. ........ .. . . . ..I..,. . . . ... ... . . . ...... ..F . .. ....... .. ... . ...Bulk.Schedule.by.+/=.383 Square Feet.. . . . . . . . ..... ... . . ........ . .. .... .. . . . . ..... . . .... .... . . .. . ... .... ...... .... . ... . . . . . . . . ... ... . ..... . . . ..... . .... . . . . .... .... ... ... ................. ....... ........... ......... . . . ........ ............ ........ . . ... . ........ .. ... . .. .... .. .. . ................... .... ........ .. ....... ................................................ . ... .......................... ...... ............. ...... ................... ..... . .. . .. . ... . .......... ......... ........ .... ....... ....... ..... ................ .. ..................... ..... .................. . . . . ....... ........ . .......... . . . ............... . ....... ...... . ... ............... ... . ......... . ................... ...... .. ............ ...... . .............. ... ... . .. .. .. .. ... . . .. . . . ...... . .. . . .. . . . ..... .. . . .... .. .. .. . . .... ... .. .. . .. ... .. .. . . . . . . BUILDINGPECTOR RV 1/80 — iPGet a _ �9osrGY �ruotc� _ vj.4rre. :P."s 60JA(Lls t Ce; �;tiy r s�s�Lc� dd C Rerc- nd�s �4l �- ✓,r��oatiu - S�++a R'�.-u1g-Tg fz j�A*�A�f � SGz��;"�-�r1�` IDW/�-LGt+ �swee,grou Cfad-,J C i s - C,1440 - egg c ,,a 5 -I vog v e-b Sow�� �Gopg_ o/sTs- �e,Kz �cao� ��FJ-us ® �atS�a,ENi skier - p� r�2�sEb - S®w�Loo,e 'v/sTs --C Ou er4 XE b24-1-L - &)p-LLs - Cg; L•✓y �y/z,c 61 - �61V1S YGoO.0 „1 p,STS - .S'mc�� �DOIG f���Rs SCis2E X Lob ;T-s,sri 9"te goo,& AkLL way -- 16:.4oe, - C81 L,:1 W,4 LL r 7404A)fl) - S&.te /'toot BfaR.00w'4 - SjRoKt --44-7-94 >ot e T UJ41,13 ---- -- -- j�EDkaow_l-�-3_ lgoop� - M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [; FINAL [ ] FIREPLACE && -CHIMNEY REMARKS: /,e , l.r? /rte oOf DATE INSPECTO C;2--5-W6 �L 765.1802 INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: /C- DATE l INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [kJIROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �RAMING [ ] FINAL [ ] FIREPLACE &CHIMNEY REMARKS- DATE INSPECTOR M-1102 BUILDING DEPT. INSPECTION [ FO ATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE &` CHIMNEY REMARKS: �/' mak• Vim-+ ✓1 � �� S �1r'`"� DATE INSPECTOR - � , Ai, % /j �- " � 7 )AN o 19ss ,ff s. ,L.. BOARD OF HEALTH . .. .. . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS .. .. . . . . . . . . . .. g;D+a DEPT. TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . .. . . . . . . . . r SOUTHOLDBUILDING DEPARTMENT CHECK . . . . . . . . . . .. . . . . ... . . . . . . ,...._.�..._..._...__.._.a_„_ TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: f)Q �CJj CALL . .P l . . . . . . . . . . . Examined.!...".::.......`519/. MAIL TO: . . .. . . . . . . . . . . . . . . . . Approved. ...............W16444` 1 . . Permit No. ..:.. ?���6 Disapproveda/c .................................. .................................... (Building Inspector) e:� APPLICATION FOR BUILDING PERMIT / Date. . . / L d. . . . . . . 19 INSTRUCTIONS a. this application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector crit 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 caumenced 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 IEREBY MATE to the Building Department for the issuance of a Building Permit pursuant to the Building Zane Ordinance of the Town of Southold, Suffolk Canty, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in bMff�. orneces inspections. ................... t (Si ture of applican , or name, if a corporation) ................ (Mailing address of applicant) c State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, pltnber or builder. ............. W.d eft.../1............................................................................................. Name of owner of premises .......IL� l p.. . /��R.' /��� .... . .. ............................................................................ (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. ......................... Plurbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... d,Y, 1. location of laud on whichproposed work will be done..........4.1...............�......... ...................... ....................................................................................................................... House Number Street// Hamlet Canty Tax Map No. 1000 Section ..... ..... Block ..... ........ Int . 6............. Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of proses and inteyded use and occupancy of pry w ti : a. Existing use and occupancy ..[........A.l..s .G... . ..S I@34�...,.. ..a.+.•.w..b•1tw Yt=.iii ry"5�'', rS A �� b. Intended use and occupancy ................................................o „e �:tea, , s. P�rore of worn keneur winch applicable): New Building ....... Addition .......... Altera#i. i I/ Repair ............ Removal Demolition Other Work ;� ............ > ............. ............ (Description) } d! '. lazy+ 4. Estimated Cost ......................... fee .............................................. (to be paid on filing this application)-'--,.-11;j'':"'";':' ' 5, if dwelling, number of dwelling units ..... ...... Number of dwelling units on each floor ..�.:::. Ifgarage, nubber of cars ...................................... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. lieight ......................... Ninber of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Deight .................... limber of Stories ............... 8. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. Neight ......................... Number of Stories ..................... 9. Size of lot: Front ..qq.................. Rear .................... Depth .................... 10. Date of Purchase ..../. � ......... Name of Former Owner ........................................ II. Zone or use district in which premises are situated .............................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded .................... Will excess fill be removed from premises: YES N0 14. Names of Owner of premises ........................... Address .............................. Phone No. .............. Name of Architect .................................... Address .............................. Phan No. .............. Nam of Contractor ................................... Address ...............................Mone No. .............. 15. Is this property within 300 feet of a tidal wetland? * YES .......... ND ..X..... *IF YES, SOIIMD IUM TRIISIFE.S FMttilT MAY DE WgHRED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-bark dimensions from property lines. Give street and block n aber or description according to deed, and show street names and indicate whether interior or comer lot. >rrchE op raw Yotac,C XWlY OF ...... � .......... SS :qm .. .. r ..........being duly sworn, deposes and says that be is Ube applicant ,Name of individual signing contract) ibove nomed, le is Lhe . ................................................................................................... (Contractor, agent, corporate officer, etc.) if said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and hat the work will be performed in the manner set forth in the application filed therewith. Worn to before me this .......7a� ...day fk. ....19...q../. Notary Fhblic .. . .. ....... York ........ `..:. ....... (Signature of Applicant) OBENT 1.SCOTT JR. Notary Public,State of New Ouallfied in Suffolk County No.01SC472508 Term Expires May 31, a•ua4a aVV. 1 J JL1J Ue rt. a . . . . . . . . . . . . . . r TOWN OF SOUTHOLD SURVEY .. . . . . . . . . . . . . . . . . . . . . . . t BUILDING DEPARTMENT CHECK . .. . . . . . . . . . . . . . .. . . . . . . . TOWN HAIL SEPTIC FORM ... .. .. .. ....... .. . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: r/ p Z , CALL �./a. .7 .7,/ . . . . Examined. r�, 19,/••Com" MAIL TO: . . . . . . . . . id, Permit No. lf ................................... Disapproved a/c .................................. ................................... ............................................. (Building Inspector) APPLICATION FOR BUILDING PERMIT >Ec. QCj INSTRUCTIONS a. lhis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 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 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 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 HEMW MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorised inspectors on premises and in bu'lding for necessary inspections ..................4....... ......��'.... .��,.,�,�' (Si tore of licant, or name, iT a corporation) ...... (Mailings ess of applicant) State whether appy 'MR 6yQ }i? agent. ,general contractor, electrician, plumber or builder ��� architect engineer, .......................y;J.�, y«>xa .va...'. ....,......................................... _ ............ Nam of owner of• prem„ii5ya 3 tK- ;;.31 3Ax roll or latest deed) If applicant is acorpdiLm"£ n7 , fly authorized officer, ol •t�rf1374 (>E:77 frldll'��S#lNtl&�3i P (Name and title"69 a4oAj~jioerl bi•soq Builders License.No •ty_. ��'���'' Plulbers License No. Electricians License No. tt':,;, Other Trade's License'ND. ...':�.:.'•7:::':10. ... 1, Location of land on which proposed work will be done....' �'- /1'�r4tys ^J• '`/�/ T�c� Y. /1 Tvl' .......................•...•...................... Street ....I......[Ymbet•......................................................................Hamlet CountCoup Tax Ma No. 1000 Section `�. .......... y P .. Block ...:C.......... Lot .............. Subdivision ..................................•... Filed Map No. Lot (Name) 2, State existing use and occupancysea and intended use and occupancy of proposed construction: a. Exists use and occupancyof n S t'D E b. Intended use and occupancySj� ............................................................................. $10yW'41 io oxe3e ,pfin �S yrJIUW ykrot+es S stfri?)u ei b;'6 i4AWA) . ... _ . . . .. .. .. ... . ..... ,. . ,......www. PV - 3. 91ture of work (check which applicable); New Building .......... Addition .... Alteration Repair .... ..... Renhoval .... ...... Demolition .....X..... Other Work (Description) 4. Estimated Cost .......................... fee .............................................. // (to be paid on filing this application) 5. If dwelling, amber of dwelling units ...../,...... Number of dwelling units on each floor ... If garage, number of care ...................................... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Deigiht Number of Stories ...................... Dimensions of sere structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Nudher of Stories ............... 8. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. Height ......................... Number of Stories ..................... 9. Size of lot: Front .................... Rear .................... Depth .................... 10. Date of Purchase ....f tP........... Name of Former Owner ........................................ H. Zone or use district in which premises are situated ...........................�.//..........................'........ 12. Does proposed construction violate any zoning law, ordinance or regulation: ..!�. .................. 13. Will lot be regraded .................... Will excess fill be removed from premises: YES 14. Names of Owner of premises ........................... Address .............................. Prone No. .............. Nae of Architect .................................... Address .............................. Phone No. .............. Name of Contractor ................................... Address ...............................Phone No. .............. 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO „ ..... *iF YES, SOHDIDD MM TRUS'1F13,S PERMIT MAy HE RE(MRM. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and black number or description according to deed, and show street nacos and indicate whether interior or corner lot. UNDERWRITERS CERTIFICATE 0C""CUPA N GY OR REQUIRED APP Y D AS NOTED ME IS UNLAWFUL FEE: 7 BY: VVITHOUT CERTIFICATE' NOTIFY BUILDING DEPAO E AT 766.1842 8 AM TO 4 THE OLLOWING INSPECTION& 1F FOUNDATION • TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING du PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. TAIE OP NIW YORK STATE CONSTRUCTION & ENERGY 1� CODES. NOT RESPONSIBLE FOR Cx1N1Y(�(A `S SS DESIGN OR CONSTRUCTION ER:IQRS ^` % / h�• M• ��"'L ,•..............being duly sworn, deposes and says that he is the applicant Name of individual signing contract) bove named, e is Lite .....................a......"........................................................................ (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perfonm or have performed the said work mid to make and file this Pplicatioh; that all statements contained in this application are true to the best of bis knowledge and belief; and fiat the work will be performed in the manner set forth in the application filed therewith, worn to before rte this .......2�+rQ day of ..Ce>r / .. 9.�1 ... Y Notary Public ... .. /, ry Public,State of New ....................... .............. slified in Suffolk Cou (Signature of Applicant) No.O1SC472606 Term Expires May 31,,. Ice, OA t2 N v0°-z271 I ao. D ' -m" E M2\OMMMM"i" , i i - - - - - - - � - i _ �D 'f ,moo Pc�-� ��r4 = �Q �• �r 11 , ! APPROVED AS NOTED DATE: FEE: '>5- BY:Ar'T NOTIFY BUILDING DEP765-1802 9 AM TO 4 FOLLOVNNG INSPECTIONS: FOR pouNED CONCRETE I FOUNDATION - TWO REQUIRED 2. ROUEN FRFRAMING i PLUMBING MEET SII ]. INSULATION 4. FINAL - CONSTRUCTIONBE MUST w -- THE -. . _ l __ - -___.- . -. _ . ._ . - _ - _ - _ - - _ THE CONSTRUCTION 'ME TS OF ENERGY -j SHALLO y O 4 � CODES. NOT RESPONSIBLE FOR ' — DESIGN OR CONSTRUCTION ERRORS i — - - -011.12UPAN07 O ; ----. U, E IS UNILAVI UL —� - o OUT CERTIFICF-"6, a UPA z UNDERWRITERS CERTIFICATE . REQUIRED —' 1-t------�—. — — -- _,. ._,___ _. , _. _A_.�.__ .— _— ._._..._ _—.._._____ .--_-- . . ..___.__.. _.._ ..._ .__ . ..__._._ �- _ _,.., . .. .., .-. ..�....., ._ If copper tubing is used �^ ____.._ __.t_ IL _-� .. .-_. - - --. m... ..._., - -- ------ . . -- - forwater distributingY I system; piping shall be I I of types K or L only PROVIDE ANTI-SCALD AND/OR _ - _ _ - ----. _--_ - .—� _ ._--__-.— ._------ - -_-- _ _._-- UNDERWRITERS CERTIFICATE 1— - — - - - -- - �- - - THERMAL_ REQUIRED p - ' ' DEVICES AS TO PART. 902.5(K) R�7aK7lI LCVR'n a r4 N.Y. STATE BUILDING CODE. c . Z r. PLUMBER CERTIFICATION g �° ON LEAD CONTENT BEFORE I CERTIFICATE OF OCCUPANCY lig tcz=rr rr� SOLDER USED IN WATER r� t `Q g : SUPPLY SYSTEM CANNOT CELD2/10ofl% LEAD. ta : -_ - -- --- .-- _ 0 -,t.rca " 7 _ � " - -- ,r - ._ PLUMBING WASTE �.N tl'Yt ( 'h=ten ' >, _ .. PLUMBING _ t�{�, ` .{Ate" _.- ALL - _ - ' �� � G BEFORE NEED TESTING COVERING &WATER LINES _—�— - -- - _. _....-..._..e....__._..... - PRO IN .. - - _ fOESMOKE SMOKE-DETECTING Y CT G � Fff ALARM DEVICESAS TO PART. 721.1Y YS BUILDING CODE - _ - IDE OPENINGS FOR _ GENCY ESCAPE AS . I. RfOUIR BY PART. 714 O '----'S f�qIfll � I tI ` - "R.tt rr - r l-�V ixT,ny-I --- - - / - E OF N£W y q /6� o _ 032 4-1 Sy 0 LLll i `QP (la .© V I, 4 ' z 4 a i o. '' JJ :- i � I Ir•=�=�;-ti"l SX.==C3.119w¢Y - n I � C9 i Ip Ilk oil LEII C a� HO 032254-1 p�OFE5StOIA. - t . a,. o 1 I{ LL 1 - ., I cc F Gostcfiri €?sly: ers�*��tr - rMn«'=—�h=ri a _ g - zz ^ &` 4irr D i Win-MO n I I Ii Ger .. - _. jiJ:j of NEW Esslo UA J n W ` I 1 =. 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