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HomeMy WebLinkAbout25470-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26530 Date: 06/28/99 THIS CERTIFIES that the building ALTERATION Location of Property: 40 BEACHWOOD LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 10 Lot 62.1 Subdivision Filed Map No. Lot No. conforms substantially to. the Application for Building Permit heretofore filed in this office dated NOVEMBER 16, 1998 pursuant to which Building Permit No. 25470-Z dated JANUARY 14, 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 FOUNDATION ROOF & SCREEN ENCLOSURE OF AN EXISTING PORCH FOR AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DOROTHY GALLAGHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. H5370 05/19/99 PLUMBERS CERTIFICATION DATED N/A Blgn;,Plspector 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. 25470 Z Date JANUARY 14, 1999 Permission is hereby granted to: DOROTHY GALLAGHER PO BOX 25 SOUTHOLD,NY 11971 for CONSTRUCTION OF A FOUNDATION ROOF & SCREEN ENCLOSURE OF AN EXIST- ING PORCH FOR AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 40 BEACHWOOD LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0010 Lot No. 062 . 001 pursuant to application dated NOVEMBER 16 1998 and approved by the Building Inspector. Fee $ 175.00 Authorized Signature ORIGINAL Rev. 2/19/98 (� BUILDING DEPARTMENT J II TOWN HALL • � JUN 2 5 19 �` l 765-1802 . ! , APPLICATION FOR CERTIFICATE' OF OCCUPANCY FSI_DG. Df:P'f. 7 NdP'! pp�S IT11 Q —V P1�1's app caion must be filled in by typewriter OR ink and submitted to the buildir. 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 l% lead. 5. Commercial building, industrial building, multiple residences and similar buildi and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings a %''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 applican If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. J C. Fees 1. Certificate of Occupancy -' New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - _ -25e,. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . �5�/ `. . ^ . . . . . . .. . . . . New Construction. . . . . . . . Old Or Pre-e'x'isting Building. ./. .. . . .. . . . . L✓ �j Location of Property. . . �!4 d�b. . . . .. r7 . . . . .J�(f�lTt7r0. . . . . . . . House No. n /, Street Hamlet L� Hamlet Onwer or Owners of Property.43/0"l05.[x"-Y• •• �T {a��•z l • • • • • • • . . • • . • • " ' • County Tax Map No 1000, Section.77��g.f . . .Block. . . .Q� Z5. . . . . . .Lot. (2,62•.Q .0./• • • Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No::?5V70. . . .Date Of Permit.�,1. ��P.� /G��• Health Dept. Approval. . ., /�i . . . . . . . . . . . . . . . . .Underwriters Approval. Q,N .flt.c. . . . . . . . Planning Board Approval. ✓YA. . . . . . . . . . . . . . . . . . ,�ss^ Request for: Temporary Certificate. . . . . . . . . . . Final Certicate.4--. . . . . • • • -77 Fee Submitted: $ . . .. . . .. . . . . . . . • •• • • • ✓ . . . . . . . . . . . . . . . . . . . AP• ICANT ELECTRICAL INSPECTION SERVICE I EMAY 2 41999 375 DUNTONAVENUE EAST PATCHOGUE,NEW YORK 11772 BLDG•DEPT. (516)286-6642 L. TOWN OF SOUTHOLD H5370 DATE., 5/19/99 APPLICATIONNo.ONFILE VILLAGE., Southold TOWN: Southold ADDRESS: 40 Reach Woad Lane ISSUED TO: Gallagher INTRODUCEDBY: -Above - - __ - - LICNo: was examined on 5119199 and found to be in compliance with the National Electrical Code LOCATION: Base.. 1st K,y 2nd 3rd Attic Det.Garage Hot Tub Pool SWITCHES RECEPTACLES I FIXTURES HEATERS I FANS G.F.I. AIR.COND. 2 4 4 1 2 Paddles 1 DISHWASHER DRYER CLOTHES WASH. GAR.DISP. RANGE OVEN SMOKEDETECTOR FURNACE OIL GAS CIR. MOTORS BELL TRAN. SERVICEDISCONNECT METER 77P PHARE EQU ER AN ELECTRICAL SURVEY HAS BEEN Addition, MADE OF THE EXPOSED ELECTRICAL EQUIPMENT IN THE PREMISES NO VISUAL DEFECTS FOUND POOL HU90 S. SURDI ' L PRESIDENT BUILDING PERMITNo�?, �7 7 0'z T1i� fficetemu notbealtaedmv menna Inspeotma may be idanificd by tbar cxedeeh BLUE ORIGINAL YELLOW COPY PINK COPY OFFICE 70 - 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INATION [ ] FRAMING [ FINAL [ ] FIREPLACE & HIMNEY RE KS: Z�� DATE INSPECTOR c5( 5- V7a i�� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �D G�_ DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: 9L, - DATE S G INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Go DATE d INSPECTO SUFFOCAr O oco � Gyp Town Hall,53095 Main Road %). Fax(516)765-1823 P.O.Box 1179 tp O�� Telephone(516)765-1802 Southold,New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 24, 1999 Dorothy Gallagher P.O. Box 25 Southold, NY 11971 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) %X No Underwriters Certificate on file. XX The check is (not on file. )$25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 25470-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. C7-c �o 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS: DATE G INSPECTO i / I! � 1 / >J /♦ aw-$ y. .. . . . . . . . . . . . . FORM NO. I V"1'3 SETS'OF PLANS . .. . . . . . . . . . . .. TOWN OF SOUTHOLD V� SURVEY . . .. . . . .. . . . . . . . . . . . . . . . j BUILDING DEPARTMENT CHEC'R .. .. ... .. . . . . . . . . . . . . .. . . / TOWN HALL . . . . . . . . . ....... . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: cc �/ CALL Z(o S:.�V T. . Eumined...I'.,�..m�........ 19 p�p 7 MAIL TO: T+.Q: �.OX . .. .. kApproved..... .).i......I 19.9!.1 Permit No. /,.„.., Disapproved a/c ...............:.................. ................................... .......................................... 9999.. ...... ...... — -- (Building Inspector) �� NOV 16 1998 A PLICATION FOR BUILDING PERMIT Date. . I�l1.(O. . . . . . . . , 1913 gl OG.D£1'7 ti INSTRUCTIONS F$ »THf3t O c a. 'phis 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 slowing 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. 'Hhe work covered by this application maty 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 Occdpancy shall have been granted by the Building Inspector. APPLICATI(N IS UEFMY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zane Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances-or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and ' building fo yynece inspections t'aJ: ;t o_�� ............ ...... (Signature of apple t, oration) P�.4: i. Nature of work (check which applicable): New Building .......... Addition ....X.. Alteration .......... Repair ............ Rommel ............. Demolition ............ Other Work .... ............. ............... S , (Description) i. Estimated Cost .r �.Q.V^.c? :............ fee . . ... r ,... (to be paid on filing this application) 5. If dwelling, nuaber•of dwelling Emits ....1....... lumber of dwelling units on each floor ...j........... Ifgarage, cumber of cars ...................................... 5. If business, commercial or nixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front....Co.7.:g..... Rear ... ..... Depth .3.7"3........ Height ......................... amber of Stories .... ................. Dimensions of sate structure with alterations or additions: Front ............... Rear amber ............... Depth .................... Height ................... amber of Stories ......... SA/%E S. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. Height ...........•••••••...•••• timber of Stories ..................... 9. Size of lot: Front. .:.................. Rear .................... Depth .................... 10. Date of Purchase . 7f,S,.`� ......... Name of Former Owner ..F/..5. ......................... It. Zone or use district in which premises are situated ..R.45 .................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: —4/0................. 13. Will lot be regraded ....4/0............ Will excess fill be remrmed Fran premises: YES 14. flames of Owner of premises ........................... Address .............................. Rhone No. .............. Name 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, SOUTIIIID TOWN TRDSMS PEl34IT MAY BE 12 WIRW- PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-baht dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. � 1 SrA1E Op NU YORK, SS aouN1Y of ..............•.,...... ? ! 4 ............being duly sworn, deposes and says that he is the applicazht (Name of individual s ing ct) above named, Ile is the ............ ......................................................................... (Contractor, agent, corporate officer, etc.) of said owner or camera, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief.; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this n///�/^��,�'' //n ^//� aEEN S.SANTORA ...day of •/•✓KnV..F.( 19 y' . ... NOTARY PUBLIC,Sta10 1 Now Yam Na. 30Sdato of ••• .V�.4�'.Y`k M1 id��Pf `� Quellllod is NPauu Coun `4a commiuion Expire. .. Notary Public .. •••.•• .. .......... (Signature of App cant) e ' FAIR-WEAT R-BROWN DESIGN ASSOCIATES,INC, P.O.Box 521 413 Main Street � Greenport, New York 11944 SUN Phone(516) 477-9752 Fax(516) 477-0973 F U( 1x TOI.yNO S May 31,1999 0101 Oto Mr. John Boufis,Building Inspector Building Department Town of Southold Re: Gallagher Residence Building Permit# 25470Z Framing and Skylights Dear Mr. Boufis: To the best of my knowledge,belief, and professional judgement,having inspected the framing of the above referenced skylights, it appears to me that the framing has been done in accordance with the drawings (attached)by R&R Home Improvement&Building,Inc. and in accordance with generally accepted practices. If you have any questions, please let me know. Thank you for your attention to this matter j,�wG wRt 1.�tR�✓✓` Ro rt Br A.I.A. APPROVED AS NOTEEDcu9n sr 1634\ oP. DATE: �P'Z•`19 B.P. q � qTf OF NE�,. I, FEE: BY: • F�Gh,tP.Qr cc: Craig Richter,R&R Home Improvement&Building, Inc. NOTIF1 BUILDING DEPARTMENT AT 165-9802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1 FOUNDATION - ','WO REQUIRED FOP, POURED CONCRETE OCCUPANCY OR 2 ROUGH - FRAMING & PLUMBING 3. USE IS UNLAWFUL 4, FINAL INSULATIONCONSTRUCTION MUST COMPLETE FOR WITHOUT CERTIFICATE ALL BE STRUCTIONCSHALL MEET THE REQUIREMENTS OF N.Y. OF OCCUPANCY STATE CONSTRUCTION &THE ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 2, to 3- R KY 39yi �K_ L dq Cj kT Ll A H 'C'W 60 GO30 .60 ..... ...... E,rci 5 I 4 41 _r .. ....FIRT .... ......... .........J 11 ....... J! �_Al Vgtr7; CC* 59YLI j14T T . I........ f RO�e,VSrveV, u L IVINC) x_iov L.—i .... ...... ........I—— ........... . ...... i : i i f E � t E � � � �4 3 _. pp . ............ Fri PO ..........L YL . ... ......... .......... ........... .................. 1.75" x 11.875" 1.9E Microllam®LVL Ugwm— III Sen Numw.7=42371 9FAMUSA 1111 411 11:51:19AM Paus i d l SM Cuda.070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=21' ryJll nil c 011,00111! �,i d4 s{!I' n� n F�i`€^1 ,i 0r 1.0 ;zt�t i' eft` 7'r"t!^ PYA Q 2 i ;1 ti 10'6" 1 10'6" Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR-RES.Application. Tributary Load Width:1'4" .4 Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT p Uniform(plf) Fioor(1.00) 370 273 0 to 21' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Pocket,Conc./Block 3.50" 2.25" Left Face 1734/1127/2861 Detail A3 1.25"LSL Rim 2 2x4 plate 3.50" 11.267" Centered 4779/3600/8380 Detail B3 3 Pocket,Cone./Block 3.50" 2.25" Right Face 1734/1127/2861 Detail A3 1.25"LSL Rim -See TJM SPECIFIERS/BUILDER'S GUIDES for detail(s):A3,53. •Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4190 3453 3948 Passed(87%) RT.end Span 1 under Floor loading -• �!� Moment(ft-Ib) 8659 8659 8924 Passed(97%) RT.end Span 1 under Floor loading " Live Defl.(in) 0.166 0.344 Passed(U749) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.241 0.517 Passed(L/515) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL11360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1' c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: •IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. •Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Fairweather-Brown Design Associates Robert Brown P.O.Box 521 Greenport,NY 11944 516 477.9752 516 477-0973 Capyrymfe/995byTMJOWMWMi ,OWWpVlneWp,00",bLro,U54. T.FPro^'anO Tl9evn"'are traJnmvkodTnw Jact MecM,lbn. M,Golbrti a a mastered lMeaeMlt of TM JeW MawI&I , C�*w�o�7jy�jyrt��r . 1.75" x 9.5" 1.9E Microllam® LVL TJBaam"' t5A Sena)NumbM.708042371 BEAM" 1111 422 11:49157AM Page l Mt 9ua Code.070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=21' ir'I{ i }, : a ! I'§2gziImp i s 7 i �WL„t!' �t' SL I �] 2 " ,3 � 10'6" a 10'6" ❑ AD Product Diagram is Conceptual. Analysis for BEAM MEMBER Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(pso:40 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pif) Floor(1.00) 280 84 0 to 21' Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Pocket,Conc./Block 3.50" 2.25" Left Face 1313/358/1671 Detail A3 1.25"LSL Rim 2 2x4 plate 3.50" 6.401" Centered 3617/1144/4761 Detail B3 3 Pocket,Conc./Block 3.50" 2.25" Right Face 1312/356/16711 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3,B3. -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ! J Shear(lb) 2380 2035 3159 Passed(e40/o) RT.end Span 1 under Floor loading MomeM(ft-Ib) 4920 4920 5887 Passed(84%) RT.end Span 1 under Floor loading Live Defl.(in) 0.233 0.344 Passed(U532) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.277 0.517 Passed(U448) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(lop and bottom)must be braced at 2'8" c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMillan(rJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Fairweather-Brown Design Associates Robert Brown P.O.Box 521 Greenport,NY 11944 516 477-9752 516 477.0973 4yrQMe 1998 by TM Jowl mwmd n,a ww wnuw*eewa Mala,USA. TJ.Pm"'an0 TJeem"'atat18dwwM M Tm Jmet mmMilw IradMnie w a regwletee batamaM MTM Joel MacMaan. CU 1.75" x 9.5" 1.9E Mlcrollam®LVL SEAMSA ,620 QMN i-52:270042371 PapidA 7111 Code 1T52:2p AM Papeldl B"d Code THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension a 21' 141 2 3 LOADS: Product Diagram is Conceptual. Analysis for BEAM MEMBER Supporting FLOOR-RES.Application. Tributary Load Width:1'4* Loads(psf):40 Live at 100%duration,12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pif) Floor(1.00) 370 273 0 to 21' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Pocket,Conc./Block 3.50" 2.25" Left Face 1201180112002 Detail A3 1.25"LSL Rim cam' 2 2x4 plate 3.50" 6.962" Centered 3064/2114/5178 Detail 83 3 2x4 plate 3.50" 6.962" Centered 3064/2114/5178 Detail B3 4 Pocket,Cone./Block 3.50" 2.25" Right Face 1201 /801 /2002 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3,83. -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: . MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2707 2100 3159 Passed(66%) RT.end Span 1 under Floor ADJACENT span loading Moment(ft-Ib) 3380 3380 5887 Passed(57%) LT.end Span 2 under Floor ADJACENT span loading Live DeO.(in) 0.071 0.228 Passed(IJ999+) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.108 0.342 Passed(L/759) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Brecing(Lu):All compression edges(top and bottom)must be braced at T 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design Include alternate and adjacent member skip loading. ADDITIONAL NOTE -IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and slated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Fairweather-Brown Design Associates Robert Brown P.O.Box 521 Greenport,NY 11944 516 477-9752 516 477-0973 :Mm14019N by Tm JwM MawMMn,a anted PaMeMp,Dow Want,NSA. TJ-0m^'and TJSNma'aro bddemadm dTm J MxMlllan a,cmllamaa arepetered trademark d TM J MMMebn. 1.75" x 9.5" 1.9E Mlcrollam® LVL TJBeem'" v5ga Berm]Number:708042371 rEAMUSA 1111 4CM 11.42:14AM Papet"1 emMCae 07o THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=21' nuy 1NEN 11 M1Yp til fi,pM1,p retAV div ,i r#, 1l il. " € 4 itS ;u "E?.'+ '�,,,,' I 1y�r 4k' uu e,14 ir�l'ry#4 'E� �"11i ']p e§ #€4{ fir"Vo tl r 11 € a /If �] i],r.e.i ] l ulp�9yy� aF3nlc eP t.. b7-. Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR-RES.Application. Tributary Load Width:1'4" I j Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition,and: r TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 280 84 0 to 21' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Pocket,Conc./Block 3.50" 2.25" Left Face 9091256/1165 Detail A3 1.25"LSL Rim 2 2x4 plate 3.50" 4.025" Centered 2319/675/2993 Detail B3 3 20 plate 3.50" 4.025" Centered 2319/67512993 Detail B3 4 Pocket,Conc./Block 3.50" 2.25" Right Face 909/256/1165 Detail A3 1.25"LSL Rim -See TJM SPECIFIERS/BUILDER'S GUIDES for detail(s):A3,B3. -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware Is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1549 1203 3159 Passed(38%) RT.end Span 1 under Floor ADJACENT span loading Moment(ft-Ib) 1978 1978 5887 Passed(34%) RT.end Span 1 under Floor ADJACENT span loading Live Defl.(in) 0.054 0.228 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.066 0.342 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL IJ240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. -The load conditions considered in this design include aftemate and adjacent member skip loading. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Fairweather-Brown Design Associates Robert Brown P.O.Box$21 Greenport,NY 11944 516 477-9752 516 477-0973 :MpyripM01993 try Trw JM9l MacMlpan.a]xnAeC pvinnalp,BGee,WYp,U&1 TJ .-.fteTJaea -.ft8d0MmrbdTMJmet M=Milmn W=eume s e MpKleree Craft rk of Trus Jmq Macman. ,� ux sxe Eu m �' s¢xe rv.ao m M- 4. a uzra IR ztue, J♦ a w] h °� °�' y �_ Twn CIRR `\ 1 J h y Q § 3 w♦ a yr m a x¢ a b e t '"Ak' `° '@ x - i° IMx 6 mY1Kl° t3 x . `� ®J SY S• � n n a � • IMW , R IN 6 A NECf. 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G �� pti r�,r f S,pO. ,�il'�i,>(r�'• `''r ,� .... r ry �0' ®P�r'T'o� f EL.6.r "�'I t� LOI L3 F ;" .�y,� .,: .•/,. L1. -.• /s/ e.F• nor 0 wry xq ,x HOUSE i �:,;'�^%1`�".'::'" °�' •'4 APs C'Lb' -:p e/ /0,9 G a� spm tiF — NOTES.' Lorb ' "�;.,�ti•`$:. \Npjo07/e,,�P op p Q� / F/LEI. COON, VIM (/'� 'O 4 PROP, sC ,� pipEFO WA7EA Survey 'A/-lereoL• 71a,-)-// 1999 0.0 rESr HOLE 0.6 TOP SO/L_ -- ` REVISIONS YOt 2.7 LOAMr..��"4�t.. E ✓AN/8,1978 400 OSTRANDER Z SAND R , gay ✓UNE 7/978 A L D E N W YOUNG GRAVEL , {is 3"Q PROFESSIONAL CN.INFER AND ,. LAND SURVEYOR N Y.S. LIC. NO. At 1: warER SURVEY FOR: .r /v INaV i .]E� 1' P1. ' ',P A 01'j". -!' TZ '.r•Li !r' }NI` 9Il411. ": •i" I ' Y, V » � l IV,*6D• }rf! I-NC i.:4/f•l^5 \•:' '1 4i ',R '/✓Ol C W 'Ale I;. 9E S Jal.l^ !NIIC ,Y AT SOUTHOLD f.•. .v4 - TOWN of SOUTHOLD -li l.: ,k'' • y t,f' '„YC . :4: .,. • SUFFOLK CO., N.Y. :.,r'•• : o-:. t • t a.. Fr DATE Nv' ;aaY'}•I P:h.< '^ ;..:. SCALE* INO Q0 1.4F...�-.°: yE-_...- ... .a......-.r», . :•...r-.•..wurm+'�xxn: _-«4.•.wr,. ....•,....+w•.r.•.....•«:.so............. . ..-..........��-. _.. .... ... - "....__.-....._ ........... ........... ....... .................... L-i v v ........... g7y + . . ........... 4 -4 .................... e-rz.:16 .......... 4 ........... _j� . .......... ............. ------ ..... _T­ J2 � s o wo R 06rFame 14 YT 4 4- T Lj I L 1_7T .-47__47___;._...._n..._.....--- tl L ........... . ................ ............. ......... -Cal ifl, 4, tl--- T .......... .............t---`-.. APP ...... Al RMV N= f 2' ler 1 IS i fta6i im' b '51t:94&lm&6R- ; __4 .0 }nn 765-1 9 ARMA 4:"SPECTR, pl, fORTHE �usi f JIS-U., AWFUL fOR R IFEt, ITHO"IRTURC,AT E_- ­2��GH'- Al�41'06' r 3. $NSU LATION I 14. FINAL CONW-W i rRtJC BE j4, _C0MKZVErF0Rt.0, ry LL Rt) f Coo A cbNST N ISHALL!MEET ; Inc ffcuu1mbl"rml Lpr; Ing my. 7 Z tz STATEr TKXN_JL",ERlbY! SliMil --r C S. rwTj Rg'SPO 0 NSiBLE FOR 1 1 joB O �To .. FSO R & R HOME IMPROVEMENT SHEET NO. OF & BUILDING INC. ---—- ---- __----- ---- - P.O. Box 676 CALCULATED BY DATE 9 9 GREENPORT, NEW YORK 11944 (516) 477-1255 CHECKED BY DATE- SCALE Gm ..Vaa 01471 TOONe,fliONE TOU ME td0125Rb1 l i i i E i i i E , { , f v E i j __.. ( ... . ,_.....,. , .._ . _... 2 40 _ d, { f SBYLi{Nltl_ R 2x10R,D4 .. DSC z>gto ;E i —i %�� Q..i.. 14 7­7 i i t G. E , s € g s , / DR he - t i f r LI, 1+T Ll HT L H — __._ U >G IS 1 L t+T I i 4�iLrr� rp t��,e -- - ( I6 o.k: 2X4 '�• f _n— .y € C� 60_ .p ,f .. ...p^...... i F i E E , —..r__._-E.._ 3, x �3, n50` 3b,c 6i+•' f f i E E Y tc , v,..T L-Co;.-._ w.eTccoy -i-4 cd -T�co�. . i i i € i i E v i i NLRB MrA al_ LFg A t, :I i O, % go9;vlr! - i zj Roe.iq BPr'.cK f ` D4v6 =r _ ILt' ?3oi T € -�.- ......_.. Elm...._ ..... ._..,.. ._.. __...._..._. � _._... ._..., i ` � Pr^ --o-- IVi11! i E i lAf R60M1 I E Y +— _,. f " ' Kw ir s E E E i E € t:B , f I • _.l 1 1 ; —f i F i i y ( , E i i , _ v j I E , E , € E f E t € 4 f 7 t d ( 1 , i € 3 t E E _''�...,...._i.— : i 2 i f E , i E : i i F E E F F s ` f'L i pp f� i? 1 i JOB N, rn- - - - - f" R & R HOME IMPROVEMENT_ 7 & BUILDING INC SHEET NO. OF _ -- . P.O. BOX 676 CALCULATED BY DATE GREENPORT. NEW YORK 11944 _ 77 i (516) 477-1255 CHECKED BY DATE SCALE — — f i f ; _ E E i %VOOUCTN41�Ik.GNttM1 Nfl¢OId11 Te ONm PHON[TOLLfAEFidp0.Y65�N }/ �„ o�OgOfFO(k�Q c� Town Hall,53095 Main Road yy. Fax(516)765-1823 P.O.Box 1179 Oy • Telephone(516)765-1802 Southold, New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 24, 1999 Dorothy Gallagher P.O. Box 25 Southold, NY 11971 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) %B No Underwriters Certificate on file. XX 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 # 25470-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. ,JUDITH T. TERRY 1 ►� ; - ' town Hall. 53095 Nium Road r c P.O. Rix 1 l7() TOWN CLERK h � Southold. Ncw fork 11071 rzE aSTRAit or VITALSTAT1S1lCs l �+' ��` • ti- Fax (5 161 765-1923 MARRIAGE OFFICER • �'jo� �b Tcicphi"c (516) 765-1801 RECORDS MANAGEMENT OFFICER 70V FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93)] , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)) . V ` _ i•. ate-..�!• Biu. UGFT. TOWN OF SOLrMOLD Judith T. Terry Southold Town Clerk August 25, 1993 APPLICATION #_ PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY ONLEDGE,TRUE AND ACCURATE. i (APPLICANT'S SIGNATURE) DATE SECTION 2: PROPOSED DEVELOPMENT(To be completed by APPLICANT) NAME ADDRESS TELEPHONE APPLICANT BUILDER ENGINEER PROJECT LOCATION: • To avoid delay in processing the application, please Provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure O Residential (1-4 Family) O Addition ❑ Residential (More than 4 Family) O Alteration O Non-residential (Floodproofmg? O Yes) ORelocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Expansion) O Ind"mdual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2,APPLICANT" should submit form to Local Administrator for review. SECTION 3. FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ IsImo'[located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable O The proposed development is located in a floodway. FBFM Pancl No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4• ADDITIONAL INFORMATION REQUIRED (To be comnieted by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale,and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor,details of floodproofmg of utilities located below the fust floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds SO lots or 5 acres,whichever is the lesser,the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofulg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A.❑ Is B.❑ Is not in conformance with provisions of Local Law ` , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencics. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION # PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Yes ❑ No Hearing date: Appeals Board Decision -- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding-piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPtCTIONS: DATE BY DEFICIENCIES? OYES ❑ NO DATE BY DEFICIENCIES? OYES [ONO DATE BY DEFICIENCIES? OYES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED• DATED: C/C(93) - -�_.—.-__�/ Yom'• . - aEU r AGC� G.o TO .1=09 Weikq 4=1T10KJ 1i I%prior'P 1 F iDPO65 114FrxxL.l�T ti.1 r-�.a fouNDAllWX AS MR ,I ]'p o o r � I CHIaPt't.fL- 14lo FCcOa E DAY�1af�E, PEtB�[E.NTID�. r I/a cep OLY09vra APPROVEDSP NOTED vr_QT16&L Cf-,PW- DATE: Rn �s�` ate. FEE: �7y—BY: •�re1,16R NOT BUILDING DEPARTMENT AT 785-1802 9 AM TO 4 PM FOR THE w FOLLOWING INSPECTIONS: ' 4 gXa � � .-1. FOUNDATION • TWO REQUIRED ,lA�Gt�'"y',I LL: - FOR POURED CONCRETE .y - ii��✓;J" 7Fvnp G. "O 2. ROUGH • FRAMING • PLUMBING . ��I 1.2LtJOfZ JD 1C0 G 0 N no u U1 \ - 3. INS j T __ ,. �_ _: _ kl l✓k5 ,I 'LL �_ 17 �fkt1� �><'I _ r-�'Ti 4. FINAL CON3T11UCnON MUS �. It rq,r BE COMPLETECONSTRUCTION FOR C.O. dG �"U FLC�f+'rREY�IG - � - ALL CONSTIIUCIION SHALL MEET LIN U' ' a1C11dL?�FIO LL THE REQUIREMENTS OF THE N.Y. � � - STATE CONSTRUCTION \ ENERGY ' • - j '�XF3i�.J (�•II-I. - r .Cd'-,O C,IrC '�`k1r•I'IO72 " 3LT�, CODER. NOT RESPONSIBLE FOR g:0 t�jll 7(�'R�'D GOY.tGk"WM 44LL'J' �� wt k ,172W�I 944 � ,DESIGN OR CONSTRUCTION ERRORS ' H K�twAY " ►► t LA ? a . : CUPANCY OR If ,a OC v1Jlnlal gyp, USE IS UNLAWFUL WITHOUT CERTIFICATE. OF OCCUPANCY . UNDERWRITERS CERTIFlfATE" LL REQUIRED O V •NI . Orr> g ,CLLIQ4 It IL IN 1 -7 FV �a LL x $ � I , W E Mk _ •_ - � - �."'"'""r'w^" -- „"",ti.:::.ew,...._.r.d-.�-�k ,....—..,+t,,:.•....4.,.._..- '"' �.:..,^r^.a"�.,.,.�r„�y,,,,,,,,y, MSI(, s74 - a tom¢ pSt.�A':.XT7, LL i•Lk� ...L J'��. ._, ., .� _... r � .. - . .. v < t x dY{ ill I , c ,vY -., - - ., - � -