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HomeMy WebLinkAbout21862-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Dfo Z-23015 Date MAY 24, 1994 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property 8965 MAIN BAYVIEW ROAD & 100 VICTORIA DRIVE SOUTHOLD House No. Street Hamlet County Tax Map No. 1000 Section 78 Block 9 Lot 63 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 17, 1993 pursuant to which Building Permit No. 21862-Z dated JANUARY 4, 1994 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 A ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN & SUSAN LAWLOR (owners) cf the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 93-SO-85 MAY 16, 1994 UNDERWRITERS CERTIFICATE NO. N 312857 MAY 5, 1994 PLUMBERS CERTIFICATION DATED BERTSAND PLUMBING AND BEATING c ~Cc az, Building Inspector 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) y) Date 19.. N0- 21862 Z Perml::slon Is hereby granted to: 44sr ..T-s......E...........s>n ...........~./~fi S..~... t/G.... c ; T~ ........J.~~ . ~.V.~.:. 1~) ~..M...!°ia............ /4/.. s ~r:...........el ~11 ~..1~........ m- C .........~.~..-5........n~'C 4...... A~e tlS...... ~~.ri~ ................:..........L.^........................................... at premises located at op. .6.,5 .rl.i / County Tax Map No. 1000 Section .....7 Block / I_ot No. pursuant to application dated ? 19...~j..... and approved by the Building Inspector. All; Fee / . wilding Inspector. . . Rev. 6/30/80 yu' 0 11} Q~~ CC 4 h~ Gi Southold Town Hall Scott A. Russell, Chairman i ~ o r P.O. Box 1179, 53095 Main Road Darline J. Duffy, Assessor I T , Southold, New York 11971 Robert I. Scott Jr., Assessor Fax (516) 765-1823 11101 ~,DO Telephone (516) 765-1937 BOARD OF ASSESSORS TOWN OF SOUTHOLD October 26, 1993 To Whom It May Concern: Below please find the estimate of taxes for SCTM# 1000- 78-9-63 located at 8998 Main Bayview Rd, Southold. The estimate of taxes are based on the 1992/93 tax rate and is for a 1008 square foot ranch with a full basement. Assessment Taxes Land 600 $ 305.04 Land W/Imp 3900 $1982.74 If you should need additional information, please do not I16 hesitate to call our office. Sincerely, _ za~ Darline J. Dui Assessor l/ "]g- _19 3 ~?o?s ingainal THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1035018 BUREAU OF ELECTRICITY 85 JOHN STREET. NEW YORK. NEW YORK 10038 Date MAY 05,1G9.1 Application No. on file 83E77494'94 N 312857 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of LAWLOR, N/E/C VICTORIA DRIVE, AND HAIN RAYVIEW ROAD, SOLMOLD, N.Y. i OUT 170 in thefollowing location: Basement L"J ~~ryry 1stFl. [-I 2nd Fl. ATTIC Section Block Wt was examined on MAY 02 ,1994 and found to be in compliance with the National Electrical Code. RxNRE RXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS TACLES SWITCHES INCANDESCENT FLUORESCENT OTHER NAT. K. W. AMT K.W AMT. KW. AMT KW AMT. H P 10 2 15 10 DRYERS FURNACE MOTORS FUTURE APPLIANCE MEDERSSFECIALREC'PT TIME CLOCKS BELI. UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K. W. OIL H. P. GAS H. P. AMT. NO. A. W G. AMT. AMP. AMT. Wes TRANS. NAT H. P. SYSTEMS AMT. WATTS NO. OF MEi 1 F 2 - SERVICTI DISCONNECT NO. OF S E R V 1 C E I AMT. AMP. iTPE pVM 1 { 3w 1 { 3w 3 { ]w J { AW HO. OF ER HCOND OF CC. C-CND. NO. OF MAW 0, MI.tGEEG NO. O1 100 CB 1 X 1 1 4 I 1 OTHER APPARATUS: MOTORS t 3-F' H.P. G.F.C.It-7 SPOKE DETECTOR:-1 PETER CHARBONNEAU LSC.#2697-E 35 SHEPPARD LANE SMITHTOWN, NY, 11788 0W* MI,MANAORR 11 Psr Thit certificaro 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. FORM NO. 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 765 - 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted • v ~ to the Building Inspec- tor with the following; for new buildings 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 of Health Dept. of water supply and sewerage disposal-(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, buildings and unusuai natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: 1. Certificate of occupancy $25.00 BUSINESS $50.00 2. Certificate of occupancy on pre-existing dwelling $ 50.00 3. Copy of certificate of occupancy $ 5.00, over 5 years $ 10.00 4.Vacant Land C.O. $ 20.00 5.Uodated C.O. $ 50.00 Date New CO:zstruction _ . x Old or Pre-existing Building Vacant Land _ocationofProperty .NFC....Yiatoria.Ar.and.Mafia.Oayview.4~d .................4QUthQV1 House No. (8965 Main Bayview) Street plop* Owner or Owners of Property ?Phn. end. S Ws a.;4V19r... (fQgQq'; .4F74~r rg1grd2;tS)...... County Tax Map No. 1000 Section 7$....... Block .......9....... Lot , ,63 . . liubdivis on PPPF PF9Poerty , , , , ,Filed Map No. ..........Lot No. Permit No. 21$.62..... Date of Permit .114194...Applicant ....>~3St.IS1e .Custoco.BUilder s . Health Dept. Approval . M PO. 72 ...............Labor Dept. Approval Underwriters Approval ........................Planning Board Approval F equest'for Temporary Certificate .....................Final Certificate .......4.............. . iF ae Submitted $ 2.5..010 . Construction on above described building d p emit all app 'cable codes a regulations. I ERS, INC. Applicant......... Richard Opped } o, President FI n. 10.10-78 Rc- u1311 /70 Date February 10, 1994 Building Department Town of Southold Town Hall Southold, New York 11971 Re: Building Permit No.: Z. Owner: L)ja~DV- b24, C~(17c~ L-A,,)L-Oil- Gentlemen: I hereby certify that the solder used in the water supply system for the captioned job contains less than 2/10 of 1% lead. Very truly yours, BERTSAND PLUMBING AND HEATING ~ , i (rte c ~Cz By Sworn to before me this 10th_ day of F r iarv. 1994- Notary - IIUbTic FILFdv A `ACHE uv,. P.ron4. E -.ce of New York 2ti2t 942 i,.,mn-n ir. Coanty 'vSl. FOUNDATION (1st) FOU11DATI0rl (27;d) e; rao;, - Zip crac~~ ROUGH FRAME O n PLUMBING /d~ixe v K l.c<s~. ~s - duc y INSULATION PER 11. Y. ~ _ ©t ff5 STATE ENERGY ze n O~ CODE ~ x 12 C 4. 14.e la- Sj FINAL 1 Z ADDITI t1AL COMt,IENTS: x zO O Z-V o\ 7 ~ - x v m ~ .3 765.1802 BUILDING DEPT. INSPECTION VFOUNDATION 1ST ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: 4 DATE ~J INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ) FO NDATION 2ND [ ] INSULATION 1 FRAMING [ ] FINAL REMARKS:. C~ ® s> DATE INSPECTOR M-180 1 BUILDING DEPT. d~ INSPECTIO ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO NDATION 2ND [ ]INSULATION FRAMING [ ] FINAL G /LkE62Yu ~`~~tJGrz%~d?a ~CC'~ REMARKS: 71.E ~?~'J`~~-~ /g~~; .QiC~%C~•n.t, 'Id? Sao `Gp ~Cltnrc.p ~v-t---- _/1 ~/DDZ s G ~z~v L Crz d C DATE ~C~ INSPECTO '-t~~, 7651802 BUILDING DEPT. INSPECTION ( J FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LA I[ J FRAMING AL REMARKS: ' -9 9 DATE ~02 3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION f ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL REMARKS: e DATE INSPECTO M-1802 EPT. NSPECTIO"' [ ] FOUNDATION 1ST [ ] R GH PLBG. ~s [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL REMARKS: c'' w ~ S DATE INSPECTOR k&f i 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL v~ REMARKS: /Vo 41 v DATE INSPECTOR 'G M-1802 BUILDING DEPT. INSPECTION [ ] FO ATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: a l DATE INSPECTOR 0 516 727 3411 Pol EAST ISLE CUSTOM BUILDERS, INC. 278 JAMAICA AVE. MEDFORD, N.Y. 11763 y (516) 727.6023 FAX TRANSMITTAL SHEET ~o T0: DATE: COMPANY: C V23 FAX NUMBER: 76v-S V23 TELEPHONE: / FROM: S lV~c kL -c NUMBER OF PAGES INCL. COVER SHEET: ~ MESSAGE: LfiJUw I k- A-It,. z/~'~Z - OQQQQOQO P_ a ~ 0 Rio sa ~ap N Z ~-(O > iK Ofd ~r {H y J D]00D f- in 0.2----{ a Dry y r r O AA • = c #»ijt~ a T zm $ m~ °+n 09 a gig?_S~~ i or sn> o iEaT^ ~~I' ZIP I w~ 1 6.70 wR roc RA c cn CO 00 ® ao cT yr 'Ln 31ee8g$~ges a m o o z =s o9 =p mC = n pigweg}~Y F. ~ Z 4 Tz SN N - ! s i-`~°. I mf ~O V :=S197 ~A9 ^ mmma In uiM o +R Y i p LA Z y ~ O iFr .3 7S^ 711~FT NN N' ~ S -a i yeorna Ri '"H s_lglhg~g:gp?gii I emie;5=o 6$ s° NCS'a BR~~F.~ i e N f`. I j o ~np~Vr i c~ ~S Vz I it I >~[>j~ ua C(C ~ K ~ D orri>~~ V y ppr r O Or S9~ ..Mir ~p \ S i MN OBiR 0 2r n ZOT S.. n rn T V r Pliorm 9 a rna N m'9 TO T V N AI f! A a AO1OC~onnnn = mr ~o N m~ s Jq 51 07 i + G7r. OUI 40 ppT o c jn ' N/ o NO.~N ~ y b a N O U V O tis , C e roller 0 0 0 0 Mm p ` O r ^yM f//1 M N~u~r9nu~ =~m HnA T T T T -.M -CIO p a rn N` _ ASZ A~ t V r y r C ~r Ian ^ QI ~i C r.>m ~ I ONE Z 'm a s v w Qw mCni vorii o 2 o s m }p} po r x z W IL G i .b fl1.+ m O v `~e..•1~~`Q'' ~ I~ ~ F ~n,nm N -III ~II1 1T ~oorn 90d TM LZL 8TS $ 516 727 3411 P01 EAST ISLE CUSTOM BUILDERS, INC. 278 JAMAICA A VE. MEDFORD, N.Y. 11763 (516) 727.6023 ~s O~2m`o d 0 moan, ~ z G FAX TRANSMITTAL SHEET0 ~G T0: DATE: COMPANY: ff FAX NUMBER: 7 ~ P73 TELEPHONE: FROM: ~'4-~LC1Z NUMBER OF PAGES INCL. COVER SHEET: Z MESSAGE: aaao7~o(o7on0 r _ UWUQU 1 /N/~~K SW 8 cn 3-0 C D v ms ~c ss tna ~ N Z D > r° omC N N ow 3 DDQDD 5 a°zm 13 N Zy ~UDUDDDDUD m fNl _ ~x q m Z r~ O-i M ? rn Op Sn, ~ pT s - IMO % rn zm Grp ax a a 2I^N4 OTO Y orn mm o >R z L: T cm a m s o° n~ o a ='a Rs s srt z rn-r q ma 2 R9 iwo~Y ~rF:N i• r~ilZ O Q mC e~i Sri 3-0 All- 'r Z-1 r 'ii9" ffim i° ~p E's~°RFl9~?I c ^ to a AdP44Y;~1 Y 2 m rn ~ ~ x a o z '1S ~ b a m s m~ --4 q _ H =INN "gymg z roN Nt yin. '1 iB~ srj GC 'YZ yN NI U1 AB. V O I . I!ffi'ig I x ' am am ps ~t c $K'i .o4 ;~~=pS_Rg a ql rn~ I ~r~-c~lirn cnT A T A:: ME ME Mcyao O = I i Tprnp~~ HN y I ~Z r tn2 s~ Ri Iz I I ~ >-tni ~a c ° ..na-t,., ~ ora N} V n z° rn.' NO I F Dp" _A 1 x rnn a .0 Zr Z~ n w I 'IS sr> M ma T V I I yna Am rnp D V yy O ti ~ m m EPP rI on OI( a S O f7 !Y l~1 C~'1 m 2 ~y :n r I~ a o r m r 91 mm to cco Y° 01 N W C ' N p Nil ~z~GZ)N ~ Z m 1a N o (JI V O v °mia 2SOG~S' Q,~q r n W016 p 00 mmy y~ cc e I T ''1 e T m ..1' M r y 0¢'1+i~li aaz sZ l> m 33 T , Im 'I rn s^ Ot S~r~ c ism bz a N la t l r rnrO X z •3~ $ .o u m .j~ to noo m G U) m < tilt ta (N x z I la ' j Ipd TiT •,d zod TTVC LZL 8TS $ lT GENERAL FLOOR TRUSS DATA SHEET THEE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR. 1. The following trusses were designed/reviewed by MiTek Industries INC. based upon information provided by the specified truss fabricator. All information on the truss drawings should be reviewed by the overall building designer/engineer to insure that proper building codes and project requirements have been complied with before fabrication. 2. Design is based substantially on PCT-80 and NDS standards in effect at the dale of the drawing. 3. Erection, Handling, Safety Precautions, Temporary or permanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer or the Truss Manufacturer and therefore are not a part of these engineering drawings. Trusses arc designed as individual components. All lateral bracing specified on these truss drawings is intended to provide lateral restraint for individual truss members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of the designer of the complete structure. Adequate Temporary Bracing is the sole responsibility of the truss erector. Competent professional advice should always be obtaiged relative to loss bracing, erection requirements, mud connections. See ItIB-91. 4. The top chord shall be laterally supported with properly attached sheathing, unless noted otherwise. 5. Continuous cross (10's) or horizontal (2x6 strongbacks on edge) bridging is required at 8'-0" to 10'-0" maximum intervals. See HIB-91 for proper nailing. 6, ® Denotes continuous lateral bracing designed by others. 7. Provisions for adequate drainage should be met on all trusses with any top chord slopes less than a 1/12. -8. Plates are 20-ga. applied on both faces, centered and oriented so that the second plate dimension is parallel to the truss chord, unless noted otherwise, ' 9. The drilling of holes, notching, cutting or removing any cross sectional area of any truss member, unless noted otherwise, will VOID this drawing. 10. Floor trusses are designed to support the listed uniform loads only. Floor trusses are not designed to support concentrated loads from the roof or any other tributary system unless noted. 11. Truss to bearing connection to be designed by others. 12. Tosses should be inspected prior to and after erection to ensure their structural integrity. Trusses should be inspected for plate embedment, damage to the lumber (cracks, breaks, crushing, etc,) bow, variation from plumb,etc.. For a full list of guidelines see RIB - 91 and QST -86. 13. Trusses with ribbon details on the end(s) should have the end vertical 14. Trusses requiring splice joints labeled : plate size 01) connected to the truss by placing a 1.5.0.0 20 ga. plate on each face as fp.w/( plate size 02) s.p. W/B) should use the following shown in the following detail, or use an equivalent nailed connection. detail as a guide. 1.5 X 3.0 PLATE r2 / _ I I `ate . I % nP r18kI y1 1 LeBl F4R I I~~rl l ' M11 1' ,~Prn 0()69189 MITek Industries, Inc. / DWG.# e FORM SeeN.00L071597 / t r ===<<<<Version 6.0>>>>===========( 115282 ]============<<<<NASSAU-SUFFOLK>>>>=== Customer : 1183 Wed Jul 21 18:31:23 1993 Project EASTISLE Truss ID F20 Quantity : 20 Span 24-0 Height : 1-4 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1--1045 3.50 1031-78 6 of t o 14=-1045 3.50 Top chord splices:9-10.3X6 F.P. Gott. chord splices:23-24=3X6 F.P.W/2X6 S.P. STANDARD PANEL 15 Inches OPENING K 1 IS 9 Inches 3.5X4 3X3 3X3 3X3 3X4 1.3X3 1.5X3 3X4 3X3 3X8 3X3 3.5X4 2 3 4 5 6 7 0 9 10 11 12 13 1.3X3 1.SX3 ¦ 1 24 23 22 21 20 19 10 17 16 15 14 4H6 3X4 3X3 1.5X3 3X3 3.5X4 3.5X4 3X3 1.5X3 3X3 3X4 4X6 I-la-e LEFT BEARING:3.5 HEIGNT:16 SPAN:24-0 RIGHT BEARING:3.5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 6-7=0.652 TOP CHORD:4X2 No.2 19 SP TOP 40 10 BOTT 19-20=0.932 BOT CHORD:4X2 No.11) 19 SP BOTT 0 5 DEFL.@19=0.72< L/360 WEBS :4X2 N0.3 19 SP STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING : 19.2 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK-M20 HOLDING-250,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA-NOS 91 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTALHED TO EACH TRUSS W/ 3 10d NAILS AND RESTRAINED AT EACH END. SE OF N@W y0 Le@g9Rr o~ 9z xs~Q tsa AgOFE55lORt~' 1 ===<<<<Version 5.7>>>>===========[ 115294 ]============<<<<NASSAU-SUFFOLK>>>>=== Customer : 1183 Wed Jul 21 19:28:40 1993 Project EASTISLE Truss ID F20G ueintity 4 Span 24-0 REACTIONS - SIZE 103178 7 of /p 1=-2502 3.50 17.-2888 3.50 Top chord splices:12-13=34 F.P.,5-6=34 F.P. Bott, chord splices:18-19=3x6 F.P.,26-27=3x6 F.P. PLATE OFFSETS (X=LEFT):[JIO=1.5],[J14-2],[J19=41,[321=41,[J22=3.51, ODD WEBS 5 - 26 = 9.75 Inches STANDARD PANEL 15 Inches 5 - 25 = 9.75 Inches 9 - 22 = 5.5 Inches 13 - 19 = 8 Inches I--12-0 I -e-e-I 5EE APT-A I SEE APD # 1 8x6 8x5 8x3 5x5 3x5 6x6 6x8 2x8 5x6 SxS 3x5 5x5 5x6 6x6 2x5 2 3 4 5 6 8 9 10 ,11 12 1314 15 16 1.3x3 1.5x3 1 27 26 25 24 23 22 21 20 19 16 17 5x6 5x6 8x6 5x5 5x5 5x8 5x5 5x10 5x8 6x6 6x8 8x6 LEFT BEARING:3.5 HEIGHT:16 SPAN:24-0 RIGHT BEARING:3.5 LOADING (PSF) -MAX STRESSES - MINIMUM GRADE OF LUMBER L D TOP 7-8=0.812 TOP CHORD:4X2 No,2 19 SP TOP 40 10 BOTT 22-23=0.803 BOT CHORD:4X2 SS 19 SP BOTT. 0 5 DEFL.@22=0.78< L/360 WEBS :4X2 N0.3 19 SP STR.INC.: LUMB = 1.00 PLATE = 1.00` SPACING • 19.2 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 DOUBLE TOP CHORD FROM JOINT 2 TO 16 DOUBLE BOTTOM CHORD FROM JOINT 17 TO 1 DOUBLE WEBS: 8-23(11-21 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) , LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2-16= 80 17- 1= 8 CONCENTRATED 8= 1925 11= 1375 2 MEMBERS CONNECTED TOGETHER PLATES ARE MITEK-M20 HOLDING-250,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYM•1ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA-NDS 91 THIS DSGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W/ 3 10d MAILS AND RESTRAINED AT EACH END. . OF NFW Y J~ ~N. Lee9~'Rr ~rX 5 ' i ===<<<<Version 5.7>>>>===========[ 115295 ]============<<<<NASSAU-SUFFOLK>>>>=== Customer : 1183 Wed Jul 21 19:28:50 1993 Projedt,#: EASTISLE Truss ID F20H opu ntity : 1 Span : 9-8-8 Ae ght : 1-1 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE It7 3 I -I S ?3 IO 1-2=-264 8-9- 2255 3-1--2748 1a-1842 3.50 2-3. 0 9-10. 4395 3-11. 1358 8=-1842 3.50 3-4--3332 10-11= 4395 4-11=-1339 4-5--4400 11-1. 2255 4-10- 7 5-6=-3332 5-10- 7 6-7m 0 S-9--1339 7-8--264 6-9= 1358 6-8--2748 ODD WEBS 4 - 19 = 10.25 Inch*$ STANDARD PANEL 15 Inches 5 - 10 = 10.25 Inches 3x8 3x3 3x3 3x3 3x3 3x8 2 3 4 5 6 7 M 1 11 10 9 8 4x6 4x5 4x5 3x3 4x6 LEFT BEARING:3.5 HEIGFIt:13 SPAM:9-0-0 RIGHT BEARIMG:3.5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=1.000 TOP CHORD:4X2 No.1D 19 SP TOP 40 10 BOTT 9-10=0.775 BOT CHORD:4X2 No.1D 19 SP BOTT 0 5 DEFL.910=0.14< L1360 WEBS :4X2 No.3 19 SP STR.INC.: LUMB-= 1.00 PLATE = 1.00 SPACING • 12.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2- 7. 385 8- 1- 5 PLATES ARE MITEK-MZO HOLDING-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYMIETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA-PCT 91 THIS OSGN IS FOR TRUSS FABRICATION ONLY,FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W/ 3 10d NAIL: AND RESTRAINED AT EACH END. <E OF NZ*p ~ h'~r vJ. Lee ° f{ o I 34 U \ i°° tO6alea ErV i ;c F, i ==<<<<Version 5.7>>>>===========[ 115296 ]============<<<<NASSAU-SUFFOLK>>>>=== Customer 1183 Wed Jul 21 19:29;06 1993 Project EASTISLE Truss ID F21 quantity : 5 Span Top 12-2 , Bot 11-10 Height : 1-4 REACTIONS - SIZE 1031-78 9 of /O 1 -515 3.50 8-515 4.00 STANDARD PANEL 13 InoT,es OPENING N 1 IS 16 Inol.es 3x3 S.Sx3 3x3 l.Z x3 3 343 3 363 7 3K3 58 1.5x3 3x4 1 14 13 12 11 10 9 4x6 3x3 3x3 3x3 1.3x3 3x3 I-6-0-8 LEFT HEAAING:3.5 HEIGHT:16 SPAN:11-18 RIGHT BEAHING:4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 6-7=0.289 TOP CHORD:4X2 No .2 1 SP TOP 40 10 BOTT 12-13=0.314 BOT CHORD:4X2 No.2 19 SP BOTT 0 5 DEFL.@12=0.05< L/360 WEBS :4X2 No.3 19 SP STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING 19.2 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK-M20 HOLDING-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA-NDS 91 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER PROVIDE CDNTINU()US HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W/ 3 10d NAIL AND RESTRAINED AT EACH END. ' t fjE OF NFy. ?0 Legq~~o r ~ 'r Z sFa ><088188 ~~U AROFg55tON *y ===<<<<Version 5.7>>>>===========[ 115297 ]============<<<<NASSAU-SUFFOLK>>>>=== Customer : 1183 Wed Jul 21 19:29:17 1993 Project EASTISLE Truss ID F22 puantity 5 Span Top 8-10 , Bot 8-6 Height : 1-4 REACTIONS - SIZE / 031'7 8 to or_- 10 1--368 3.50 7=-368 4.00 STANDARD PANEL 15 Inches OPENING M 1 IS 6 Inches 3x3 1.5x3 5x6 1.2x3 3 343 5 363 3X3 7 1.5x3 3x4 1 12 11 10 9 8 4x6 1.Sx3 3x3 3x3 3x3 I--4-4-8 LEFT BEARING:3.5 HEIGHT:-16 SPAH:8-6 BIGHT BEARING:4 LOADING (PSF) - MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0.221 TOP CHORD:4X2 No.2 19 SP TOP 40 10 BOTT 11-12=0.224 BOT CHORD:4X2 No.2 19 SP BOTT 0 5 DEFL.@11=0.02< L1360 WEBS :4X2 No.3 19 SP STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING : 19.2 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK-M20 HOLDING-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATES MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SNOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA-NOS 91 THIS DSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER PROVIDE CONTINUOUS HORIZONTAL'BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG BACKS ATTACHED TO EACH TRUSS W/ 3 10d NAILS AND RESTRAINED AT EACH END. , OF NE / a J~vJ. Lsgq~Rr , z ~~~rFO #068189 'C+ A'QOFESStOH'~ ~s its 3,3 S`ai°O^s p i~T ~C ~a3~~3 e a ~ n ~ 3 m 3& X22 m F. 0 0 m l3 r N ~ p C \ .pVO a:n a3~ _ 52 p ~ ^S_w3~-~s,-snaca8 t„ Gs. yy v sad= 3c~=~=S'3;~w ~ n ~oiw GS~`c-_x ° K ~is 3.~ ag0. gHa a G. [A U q _ 3 v ~3n• 33 g°zs as rta` s;;= 3za n c 'u 5 F I n 11 S O O`~ S p ° p 3° s=v a m y ~S~a nS Spy m m '1 Z a 5 S C OD 6w a e H g n m m1 (Ck p p Gg w l' ~ 11~ .l \ aX y ~ 3 n ? ~ R a W ~ ~ GENERAL ROOF TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR. 1. The following trusses were designed/reviewed by MiTek Industries INC. based upon information provided by the specified truss fabricator. All information on the truss drawings should be reviewed by the overall building designer/engineer to insure that proper building codes and project requirements have been complied with before fabrication. 2. Design is based substantially on TPI and NDS standards in effect at the date of ttue drawing. 3. Erection, Handling, Safely Precautions, Temporary or permanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer_ or the Truss Manufacturer and therefore are not a part of these engineering drawings. Trusses are designed as individual components. All lateral bracing specified on these truss drawings is intended to provide lateral restraint for individual truss members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of the designer of the complete structure. Adequate Temporary Bracing is the sole responsibility of the truss erector. Competent professional advice should always be obt4ined relative to truss bracing, erection requirements, and connections. See HIB-91. 4. The top chord shall be laterally supported with properly attached sheathing, unless noted otherwise. 5. The bottom chord shall be laterally supported with properly attached continuous lateral bracing at 10'-0" maximum intervals, unless noted otherwise. 6. CO Denotes continuous lateral bracing designed by others. 7. Provisions for adequate drainage should be met on all trusses with any top chord slopes less than a 1/12. 8. Plates are 20-ga. applied on both faces, centered and oriented so that the second plate dimension is parallel to the truss chord, unless noted otherwise. 9. The drilling of holes, notching, cutting or removing any cross sectional area of any truss member, unless noted otherwise, will VOID this drawing. 10. The effect of lateral thrust (force) and horizontal movement on the supports of scissor type trusses is not a consideration of this design. The designer and/or builder of the stucture must give due consideration to the lateral thrust and horizontal movement created by scissor trusses in the design and construction of adequate truss supports. Neither the truss designer, metal plate manufacturer nor the truss fabricator assumes any responsibility for the design and construction of the truss supports. Professional advice should be secured relative to the strength, construction and design of the truss supports. 11. Truss to bearing connection to be designed by others. 12. Trusses should be inspected prior to and afler erection to ensure their structural integrity. 'Trusses should be inspected for plate embedment, damage to the lumber ( cracks, breaks, crushing, etc.), bow, variation from plumb etc.. For a full list of guidelines see HIB - 91 and QST - 86. 13. All gable type (non-Structural) trusses are to have all vertical studs that exceed 8'-0" in height L-braced to provide lateral restraint. In addition, all these type trusses are not designed for wind exposure to the gable face, unless noted otherwise. 14. Trusses requiring the usage of a cap(piggyback) truss are to be field spliced together where the base truss meets the cap truss with 2x4x48" N2 scabs on one face only and fastened with 6- 10d nails each half, unless rioted otherwise on the individual truss drawing. There is a minimum of two scabs for each truss-cap combination. E OFDNz* , a-. Le 0+ r •3~ M1 I C MiTek Industries, Inc. DWG.* 0 254 ysF, 1088189 FORMSDGN-0 431593 AR~FE55IOrr*~ __=<<<-<A.C.E.S Version 5.7>>>>=______[ 112491 ]_______=<<<<NASSAU-SUFFOLK>>>>„___ Customer : 0 Wed Jun 30 16.16:04.1993 Proiect,#: EASTISLE Truss ID : T1 Family # : 104 Spate : 24-0 ---Quantity : 20 Top Pitch 4.5/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-2330 5-6= 2168 2-7=-414 1=-1377 5.50 1 0Z S-4-7 I of 2-3=-2067 6-7= 1494 3-7= 667 5--1377 5.50 3-4=-2067 7-1= 2168 3-6= 667 4-5=-2330 4-6=-414 PLATE OFFSETS (X-LEFTY-TOP):[,)6=3,2], 12_x_ 6-4-5 12-0 f 17-7-11 24-8 0 6-4-5 5-7-1i 5-7-I1 6-4-5 4X4 = 3 1 Z4 1 X4 3X5 3Xs5 3114 516 1 B-8 1 16-8 i 24-8 8-8 8-8 8-8 L. HL TO PK:12-9-13 R. HL TO PK :12-9-13 ,LEFT HEIGHT:0-4 SPAN:24-0 RISE:4-10 RIGHT HEIGHT:0-4 LOADING (PSF~ MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.563 TOP CH0RD:2*4 No.2 19 SP ,TOP 30 10 BOTT 5-6=0.738 BOT CH0RD:2*4 No.2 19 SP BOTT 0 10 DEFL.@6=0.11 < L/240. WEBS :2*4 No.2 19 Sp !STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. C. - REPETITIVE STRESSES USED NO. OF MEMBERS 1 PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)ODNSULT BLDG ARCHITECT OR ENGINEER. ~ SE OF NF•Sy r yt ~W. lBQ9 0•P4 ~L ~ qQ•, 99 C Z r ~w rn ysFp /O88i88 A t. ROR€SSAH ~y r EAST ISLE CUSTOM BUILDERS, INC. 278 JAMAICA AVE. MEDFORD, N.Y. 11763 (516) 727-6023 March 21, 1994 Building Department Town of Southold Main Street Southold, New York 11971 Re: Permit No. 21862 14),Q Victoria Drive, Southold Gentlemen: Enclosed please find the under construction survey, as required by you department. Sincerely, CR~ic ar d edesident RO:eac enclosure n FORM NO. 1 TOWN OF SOUTHOLD j BUILDING DEPARTMENT TOWN TOWN HALL ,j SOUTHOLD, N.Y. 11971 )~J 'i`t TEL.: 765.1802 (Exar n4 C>N Scli' ta..,;., 193 Received........... , 19.._.. Approved .....V. . 195~Permit Disapproved a/c \ /7d Ins ector) APPLICATR BUILDING PERMIT Date 19 . . INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 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 appli- cation. 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 issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or 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 building for necessary inspections. EAST-ISLE.CUSTOM.BUILDERS,..INC............ (Signature of applicant, or name, if a corporation) 278.Jamaica.Ave..AedfordY..NX.W.63,,,,,,. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. bgi,1.der Name of owner,of premises Nash vakerdzis (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ...ugh 4,;: ~ . (N`eme and title of corporate officer) Richard Oppedisano, President Builder's License No . Plumber's License No. ....1487P , , , , , , , , , , , , , Electrician's License No. ..?697E Other Trade's License No . 1. Location of land on which proposed work will be done . (Ili 140 QQ victoria. Ariv4'. and , Main. Bayvi ew Road ;1.a~aL7 ~Jc? IJT-14 a kP.......... House Number Street Hamlet County Tax Map No. 1000 Section 78........... Block ......9 Lot. ,63 Subdivision AePPPAed, property, . , , , , Filed Ma No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . . . . va. ....cant. . . land b. Intended use and occupancy construction of single family dwelling 3. Nature of work (check which applicable): New Building X..... Addition , , Alteration Repair Removal , Demolition Other Work (Description) 4. Estimated Cost ....Sy . Fee , . (to be paid on filing this application) 5. If dwelling, number of dwelling units 3........ Number of dwelling units on each floor If garage, number of cars r . 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 Height Number of Stories , , . Dimensions of same structure with alterations or additions: Front Rear Depth { Height Number of Stories . . 8. Dimensions of entire new construction: Front ....42 Rear , . 42......... Depth .24 Height . lb....... Number of Stories . 1 . 9. Size of lot: Front ] 5~...... Rear .....166 Depth . IPP...... . 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated . . 12. Does proposed construction violate any zoning law, ordinance or regulation: PP . . . . 13. Will lot be regraded ......yes Will excess fill be removed from premises: Yes No 14. Name of Owner of premises NASH. vAKERDZSS... Address Greensboro, .NC..... Phone No . . Name of Architect . Ai chard, WAa Pioski. , , , , , Address . po Box 971 . , , , , Phone No, Rimerhead.,. NY. 119C Name of Contractor East LslP_ Zust:om. Bvildexa.. Address $7$ Jamaica Ave . Phone No. ???,-6023, , , , , , Medford, NY 11763 PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. SEE ATTACHED SURVEY , TATE OF NEW YORK, S SI OUNTY OF., 6 SVF T"4 ,$ICHARD Oppedisa..., ;I , , , , , , , , , , being duly sworn, deposes 'and says that he'is the applicant (Narpe of individual signing contract) rove named. elsthe .,.,,?resident, of East Isle Custom Builders, Inc., the builders.' . , (Contractor, agent, corporate officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this Pplication; that all statements contained in this application are true to the best of his knowledge and belief; and that the ork will be performed in the manner set forth in the application filed therewith. vom to before mg(his l .day of 19 otary c aG ..~v.... County 1 xv o ~ °~!7 Quol,ried in Suffolk county ichard Oppedis n No, s :°~r Al (Signature of are w ~W o e ~ p A l a ~y+, O p OA ~Q a ~W p QVU jo \)R 'VY _ a 0 p ~1 2 ~n•~~ ~N ` 9i~ lT p NA , w ~,eQ V W 14 t ,..A w7 t h ? 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I Y I loo L ~~~cA I TOUT cFRT i I { N l Y r~ OF OCCUPANCY ~r n 6N ¢ tnl e M~~* 'f•'~t 1u 1 ,~'.b! .I:.~r n x`,53 r~rs,! ,fie 1. T, Tir 11 IV 7- 41~ UNbERWR1 AEkTTIFlCITE REQQUI lIIRFp~I 7 7 "t 'Ir rtl'i , / 1 if w, ln3' fi0. .b7.;. 1 ~l ~ ~ ~ I i., I~ I xJ Il, { '{a{~, ~ .to t S 4 - ,.uJl.»~-m°.- r ' ;"f^',• '3 Z rt 'Z J 9 t 1 j~„` _ A rjJ ' 11 W+ j Y- b {rl ARPROYEDA$1101ED'' I v O 19+. AM f Y ITT, + sr IJ; NOTIFY 64 G DEPA„ ENT pT. II ' ~rl 765=4802 8' AM; TO 41 PM F04, THE aft- B ` FOLLOWINGINSPECTION T, q 4,1, Tr i 'FOUNDATIONS' - TWO REQUIRED' I' e'l ! ! tit i e x 9 o T +1 i FOR POURED CONCRE !ti 4 k r-, 5 '1 r P M 1 q ~a! ! ~ W nr, V F ra . ~ ~ R1 . t 2 ROU64H FRAMING S;: PLUMBING { M IN jar 1 H ,Y , ! r , 1}71;; "'Al'a xjbE rh { TI; u~~ I 1 m, G i ~.~f 7'i-r S INSULATION - 4. FINAL. CONSTRUCTION MUST II' ~t ! p 6r.tnie.-~ YaEl'r w Id ';ti BE COMPLETE FOR C'.0 44 a a:l, {E r! Y x u ;aa~~~ ti > ' I ALL CONSTRUCTION SHAW-. MEET MY Pit Cf THE'REQUIREMENTS OF THE''N.Y., r" ~1 T: 14, --lTi \ ~;a ra. cF T ~IJ !4 r' ,~y;,wvr~..ti.. aauiaa.. .U., MiM1 STATE CONSTRUCTION,& ENERGY. 1 t ,f t yl d i { yy dva 7,i p r-` ~Y~I ! 1 (p~ 4.'Y-. CODES: our RESPQNSIBLE FOR., -I , DESIGN OR CONSTRUI;T1(~N ERRQ,RS- m~rlr y,. k 4 } G I GI~ F ! _ PL lmeERCEX/E/Cz~TNf,1M I' lrj F . TT T r ~ OWEAD-CCiNTENT 4 7R tA r_CRT/P/TE OF 0 C(rPA'lfl~,'1~ r ,P y S01 DYER Ulto WA1 R'. ~ I S f ! r o' Y!¢ f (1 A qq K, r 'u~{IpkysYS EA 'CAAtN(iT , it r=' ~r r ..q~! { ! A I is u ~,q[ Yf .e~ - ,q k _ "Ti "r rpn~ { bra Eb 2116 of,796 LEAS 10 Y , ~3 : + a: ~'•"m'S~s'' '"kin ~M [Y.#,:...'4; ".e~, ~k~. 4~-~' "y±.',,.4'~e° '~,7 N.,rr."' 4~'r~"`:,. GOPW IT, p w~~ fgrwpwdi MIbClrig ~I 114jane *Ino ihan b j L i ~ T w f { µ Kror L M } ! V~j! ( L ! i 5 Z 1 - F ,fin ,*R 1 4' bra r - Fr R e r,:l.,f i'7*F",{y'" mw n`'1`k 9 Ntl !f to, i •w 4 Pumalo 'ALL PL1JM81NG 1AWSTE I ; d &4V14TER LINES NEED t s! ,.'w rnf~r „ice 1 r i~S!F 2',~j 'T,(~fi:~4R d}r'Fr^'. 4'k~-1~ ~,?+lxcr? 1? ya l y 1 c d L t STING SEFOPM CO"rERW !~I kyd@ v IT, ,4 rh r ~ 'Al 14* 14-'g14'pl 1 17 ~a. iT,