Loading...
HomeMy WebLinkAbout23198-z d FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No 5-24250 Date APRIL 1, 1996 THIS CERTIFIES that the building ADDITION Location of Property 360 JASMINE LANE SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 70 Block 1 Lot 6.10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 25, 1993 pursuant to which Building Permit No. 23198-S dated DECEMBER 20, 1995 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued iB-GARAGIC ADDITION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to MICHAEL 6 ROSE ANASAGASTI (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. H-037439 - OCTOBER 8, 1993 PLUMBERS CERTIFICATION DATED N/A 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) Date ........... DECEMBER.. . . 0.,............................... 19.95...... ...... . . . NP 23198 Z Permission Is hereby granted To: ROSE & MICHAEL ANASAGASTI .......................................................................................... P.O. BOX 414 - 360 JASMINE LANE .......................................................................................... SOUTHOLD, NY 11971 ......................................................................................... CONSTRUCT A GTOFAMILY DE,T,Z,Ty ..45.................... . . . to ................................GARA.... E........ADDITION...................TO......AN.........EXIS...... ING. ...... . .NE.......MI..... Y. APPLIED FOR. THIS PERMIT REPLACES BPI/21452-Z .................................................................................................................................................................. .................................................................................................................................................................. ...........................................................................................................................................I...................... 360 JASMINE LANE, SOUTHOLD aTpremises located at............................................................................................................................... ................................................................................................................................................................ County Tax Map No. 1000 Section ........79............. Block..........1.............. Lot No. ........6.,I.Q............. pursuant to application dared ............ . . MAY..25 .'................................ 19.93.......... and approved by the .. . . Building Inspector. Fee 5.....75.00.......... 6 ��/��� � Building Ins ector Rev. 6/30/80 IOSM NO. f 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) NN921452 Z Date .. :,1��........................................... 19./ Permission is hereby Fro,�teed tt�: d:...... . ......... ! : ........`` to &'4r A. ...... .....: I 4. .../.d.........<9"7, .... ..... .. �.... � ........ .... r�:.... ...,.� � ... . .. ........................... at premisesYocated at ... �a.e....,t , ......................................................... ................................................ .............................................................................. ....................................................................... .......................................................................................... County Tax Map No. 1000 Section ........ ......... Block ........./......... Lot No. .....4x.62...... pursuant to application dated ............✓. lf ................................ 19.9��, and approved by the Building Inspector. Fee $...„7-17 ...... ...... .•."`.�.................. �• B p Inspector Rev. 6/30/80 Form No. 6 , TOWN OF SOUTHOLD l / 1 BUILDING DEPARTMENT TOWN HALL 765-L802 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(3-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and + "pre-existing" land uses: 1 . Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1 . Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00 , Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . . . . .28 . .: . .9 . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . . . . Old Or Pre-existing Building. . . . . . . . . . . . . . a. . . yam) Location of Property. . 3M ii✓d Gp. . . . . . . . �v✓TsL�J . . . . . . . . . . . . . .'� ` 7 House No. Street Hamlet Onwer or Owners of Property. . . �'F:'+�.�Sw�.�. . 9.`. . 4SE. . . !i;!`�p,roW�S , . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . . ? . . . . . . .Block. . . . . ./. . . . . . . . .Lot. . . . . .��.�L? . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No. Z'. . .Date Of Permit. s`. . . . . ` �f 7•.T ..� . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval . . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval . . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Cert:ificate. . . . . . . . . . . Final Certicate. . Fee Submitted : $ . . . . r tl0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i3t, c- 51011 nrrr.rr.nrrr ,k, re Gyp coo z Town Hall, 53095 Main Road p Fax (516)765-1823 9y'/�l ! Telephone(516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD March 25, 1996 Mr. & Mrs. M. Anasagasti P.O. Box 414 360 Jasmine Lane 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) 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 $ 23198-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. T✓ 1cLD i::S1°ECTiUti JIUATa OtYMEN 1 . m 3 H FOUNDATION ( 1st ) FOUNDATION ( 2nd ) _ 2 . ✓�mt+vi.Q z 0 ROUGH FRAME & C PLUMBING 3 . rn r•� I14SULATION PER N . Y. STATE ENERGY CODE 4 . r H FINAL A _ ADDITIONAL COMMENTS : zz `N R X H H\ H O Z • 2 C7 9 H tv B7 ro H o�og0Fea a cc x Town Hall, 53095 Main Road p . Fax (516)765-1823 Southold, New York 911971 y�O! �� Telephone (516)765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD December 13, 1995 Mr. & Mrs . M. Anasagasti P.O. Box 414 360 Jasmine Lane Southold, NY 11971 Re: Building Permit #21452-Z Premises: 360 Jasmine Lane, Southold Suff. Co . Tax Map #1000-70-1-6 . 10 During a review of our files it was noted that the above building permit has expired, and a Certificate of Occupancy has never been issued. According to the Code of the Town of Southold, Article XXVIII 100-284, it is unlawful to occupy or use a structure until a Certificate of Occupancy has been issued. Please contact this office as soon as possible so that we may clear up this matter. Thank you for your cooperation in this matter. Very truly yours, SOUTHOLD TOWN BUILDING DEPT. i z 1,6 DEC 2 n ►a45 ; B�o----U--per-._ . QP 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE v INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ ] FINAL [ ] FIREPL c rIIMNEY REMARK _! 112e Aoojee 74, �— DATE TO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST GH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL REMARKS: 41X 1 DATE INSPECTOR IfiWAAl 765-1802 BUILDING DEPT. INSPECTION V/FlIOUNDATION 1ST [ I ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ I FINAL REMARKS: DATE 1(?1�3 INSPECTOR NNl THE NEW YORK BOARD OF FIRE UNDERWRITERS Race r.IM35q BUREAU OF ELECTRICITY 85 JOHN STREET. NEW YORK, NEW YORK 10038 Date Qr"P+P f;R , Application No.onfile "51 ,' !M ,'4 IT ,I `r 1t'I 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 POSE ANASAGASTI , tr;U dAS'KINF, I.ANF , SOUTHOLD, N Y. in the following location; Bmement ❑ Ist FL ❑ 2nd Fl. AgkR, fq)T .Section Black lot was examined on O CTC,E F F 04 ' !"43 and found to be in compliance with the National Electrical Code. R%TUBE lItECBTACLES SWITCHES RXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W, AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RBCTT TIME CLOCKS FELL UNITHEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. at H.G GAS H.P. Mr. NO. A.W.G. AMT, I AMP, Mr. AMPS, TRANS. AMT. H.P. NO.OF FEET MAt. WAIIS SERVICE DISCONNECT NO.OF S E R V I C E METE AMT. AMP. TYPE P. 1 X IW 1 X]M' t X] ]X 4W N0.OF c cCOND' OF CC.CO. NO.Of H1 LEG OF HI t G NO.OF NEUTRALS OF NEU. MT. H OTHER APPARATUS: _Atm ' R45C AfIASAf'f.STI L/%/� 3FGa ,JA5WINF bAN4; GENERAL 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. LUM = ER minim Unum nno mmmmi nnm tau 'amu THIN anon nu n 1I i mi E l'wo AW EXERYTHING YOU NEED x.. �i EZ-BUILD PROJECTSi GARAGE CONSTRUCTION STEPS PRE-CONSTRUCTION STEPS 1. Carefully study this plan,reading all instructions before beginning construction on the garage.Check with local building officials regarding building codes,permits and frost conditions. If an independent contractor is pouring garage slab and foundation,skip Steps 3 through 11. 2. Plan garage location to allow for any limitations on side,front and rear setbacks.Also allow enough room around the garage for easy entrance,exit and possible turn-around and for access to the side door.Check with local utilities for any underground services.Soil should be tested to insure that it meets design loads. FOUNDATION STEPS 3. Carefully stake out the foundation,squaring the corners by checking that the plan dimensions are to outside of concrete and face of studs. 4. Note:Step 5 and Step 6 pertain to NO-FROST construction;Steps 7 through 10 to FROST construction. S. For NO-FROST construction(see BUILDING SECTION of plan),dig trenches for footing of the monolithic pour.Build up foundation forms so that the top of form is 6"above original soil level.Remove approximately 2"of soil within area to provide 8"of space to top of form. Lay rebar in footing trenches.Have a building department official check trenches and concrete forms before pouring concrete. 6. For NO-FROST consruction,fill floor area with a minimum of 4"of gravel and compact to within 4"of top of form. Install W6x6-2.9x2.9 welded wire fabric over gravel fill,and pour concrete to thickness shown on BUILD- ING SECTION drawing.While pouring concrete,periodically lift welded wire fabric to insure Its proper place- ment in the concrete slab,and set anchor bolls 13/4"in from edge of concrete on center points according to FOUNDATION PLAN and extend to at least 21/2"above top of concrete.Move on to Step 11. 7. For FROST construction(see BUILDING SECTION of plan),check local codes for frost-line depth and dig footing trenches to a depth of 6"below frost line.Place rebar in trenches.Have local building official check loca- tion and depth of trenches before pouring footing concrete.Pour footing concrete and provide formed key in it by using a 2 x 4 in the center of the concrete which extends the length of the footing.Before concrete is completely set,remove 2 x 4. 8. For FROST construction,build foundation wall forms to a height 6"above grade.Have local building official check concrete forms before pouring concrete.Brace forms and pour concrete to top of forms,tapping form sides to compact concrete and fill all voids.Set anchor bolts 13/4"in from edge of concrete on center according to the FOUNDATION PLAN and extend to at least 21/2"above top of concrete. 9. For FROST construction,remove foundation wall forms after concrete has set. Backfill the exterior founda- tion walls with soil.The interior foundation walls should be backfilled with compacted soil to within 8"from top of foundation walls. 10. For FROST construction,fill floor area with a minimum of 4"of gravel and compact to within 4"of the top of the rear foundation and to within 6"of the top of the front foundation at the overhead doors.This will pitch the slab 2". Install W6x6-2.9x2.9 welded wire fabric over gravel fill,and pour concrete slab to thickness shown on BUILDING SECTION drawing.While pouring concrete,periodically lift welded wire fabric to insure its proper placement in the concrete slab. WALL FRAMING STEPS 11. You are now ready to assemble and install the walls.To ease handling,you will assemble each wall using at least two panels.Assemble all panels on the garage slab before tilting them into position.Double-check door and window rough opening sizes before framing them.Construction begins with wall panels A,B,C and D. 12. Panel A:Lay 2 x 4 bottom plate(pre-drilled to fit over anchor bolt locations)and 2 x 4 top plate for Panel A side by side,and mark 2 x 4 stud postions 16"on center as shown on REAR FRAMING ELEVATION.Note that the first space at each panel end is measured from the outside face of stud to the center line of the next stud.Nail through top and bottom plates to pre-cut 2 x 4 studs(7'85/e"long)using two 16-penny nails at each connection. 4 F 13. To attach metal"T-Type"wind bracing,first check that panel is square.Then position metal"T-Type"wind bracing at an angle from the outer corner of the panel top down to the bottom plate. Mark the position of the brac- ing on each stud. Use a circular power saw to cut into studs at each mark. Nail brace with two 8-penny nails at each stud and top and bottom plate. Repeat this step for all corners. 14. Repeat Step 12 and Step 13 for wall panels B,C and D(see LEFT SIDE,RIGHT SIDE and REAR FRAM- ING ELEVATIONS). 15. Note,regarding Panels C and D:Additional steps are required to add the window and door openings shown in the LEFT and RIGHT SIDE ELEVATIONS.First,apply corner bracing.Second,nail 2 x 4 Jackson each side of window and door openings.Third,cut 2 x 10 headers to rough opening sizes shown on each panel.Lift headers into position,and nail to panel studs with 16-penny nails. Finally,install cripples as necessary.Nail into position using 10-penny nails. 16. When panel assembly is complete,the walls can be erected.Tilt Panel A up,placing it in position over the anchor bolts.Brace the panel securely with a 2 x 4 brace,tack-nailed to a ground stake.Place washer and nut onto anchor bolts and tighten down panel.Repeat for Panels B,C and D. 17. Repeat Step 12,Step 13 and Step 16 to assemble and erect panels E and F(see LEFT SIDE and RIGHT SIDE FRAMING ELEVATIONS). 18. As panels are erected,attach 2 x 4 top tie plates(see ELEVATIONS).Lap at corners as shown on FRAM- ING ELEVATIONS and nail plates together with 16-penny nails 8"on center. 19. Assemble and erect front wall panels G,Hand I using Steps 12, 13 and 16(see FRONT FRAMING ELEVATION). 20. Nail 2 x 4 cripples on each side of overhead door opening. 21. Cut 2 x 10 garage door headers to 9'6"long.Lift headers into position to rest on cripples. Nail to panel studs with 16-penny nails. 22. Cut 2 x 4 cripples and nail at 16"on center to top of garage door headers.Add top plate to the top of the cripples,level with the top. 23. Add 2 x 4 tie plates to remaining wall panels.Nail 2 x 4 garage door hardware surround to inside face of cripples. PRE-ENGINEERED WOOD TRUSSES INSTALLATION STEPS 24. Install pre-engineered wood trusses at 2'0"centers as shown on the FRAMING ELEVATIONS. 25. Then nail plate connectors to each truss and to the top plates as required.Use nails provided with truss package. SIDING SHEATHING & ROOFING INSTALLATION STEPS 26. Start wall sheathing installation about 1/2"below top of foundation.Top edge can be nailed into 2 x 4 tie plate at top of wall.Nail siding with 8-penny nails spaced 6"on center at panel edges and 12"on center at intermediate studs.Vinyl siding can now be installed,following manufacturer's instructions. 27. Apply 1/2"sheathing over roof trusses starting at the bottom of the truss(see ROOF SHEATHING LAY- OUT).Stagger joints of roof sheathing so that joints on adjoining sheets do not occur on the same truss.Check plans carefully to determine how far roof sheathing should extend at truss ends.Apply 1 x 6 fascia and soffits as per the drawings. 28. Apply roofing felt and roof shingles,following manufacturer's instructions. Extend shingles 1/2"beyond fas- cia.Trim excess portions of shingles from inside in order to maintain a neat appearance. FINISHING STEPS 29. Trim out door openings with jambs and casing,and trim eaves and all corners. Install side door and window. 30. Install overhead garage door following manufacturer's instructions. 31. Paint or stain trim as desired following manufacturer's directions. r 2-CAR GARAGE WITH TRUSSES 84127-99 FRAMING PACKAGE84182.99 NOTE:THE FOLLOWING MATERIALS NOT SUPPLIED BY 84 LUMBER.LISTED FOR CONVENIENCE ONLY. QUANTITY SIZE DESCRIPTION FOUNDATION MATERIALS: BEA 2X4-12' WALL PLATE TREATED NO-FROST CONSTRUCTION OPTION IEA 2X4-8' WALL PLATE TREATED 13 CU YDS CONCRETE SLAB FOUNDATION 87 EA 2X4-92%/ PRE CUT STUD AND FLOOR (CUT-TO-FIT FOR"CRIPPLE"STUDS) 630SF 6X6-2.9X2.9 WELDED WIRE FABRIC 4EA 2X4-16' TIEWALLPLATE 216 LF Yz"DIA REINFORCINGBARS 6EA 2X4.12' TOP WALL PLATE 8 CU YDS GRAVEL FILL 5 EA 2X4-8' TIE&TOP WALL PLATE 630 SF 6X6.2.9X2.9 WELDED WIRE FABRIC 1EA 2X4-10' HEAD JAMB/OVERHEADDOOR 8CUYDS GRAVELFILL 1EA 2X4-14' HEAD JAMB/OVERHEAD DOOR& 22 Y:"DIAX12 ANCHOR BOLTS W/NUTS& SERVICE DOOR WASHERS IEA 2X8-8' HEADERISERVICE DOOR(CUT) FROST CONSTRUCTION OPTION 4EA 2X10.10' HEADERIOVERHEAD DOORS (WALL HEIGHT FIGURED 3'-6"HIGH) 1EA 'h"X4'X8' WCDX HEADER SPACER 2EA 2X4-14' OVERHEAD DOOR HARDWARE 4CUYDS CONCRETE FOR FOOTING CASING 10CUYDS CONCRETE FOR WALLS 2EA 2X4-10' OVERHEAD DOOR HARDWARE (MAY VARY DUE TO LOCAL DEPTH CASING REQUIREMENTS,CONTRACTOR 6EA T-Type DIAGONAL WIND BRACING TOVERIFY) 2EA IX6-10' HEAD JAMB/OVERHEAD DOOR 8CUYDS CONCH ETE FOR FLOOR 2EA 1X6-16' LEG JAMB/OVERHEADDOOR 630 SF 6X6.2.9X2.9 WELDED WIRE FABRIC 20 LB 16d COMMON NAILS COATED 8 CU YDS GRAVEL FILL 18 LB 8d COMMON NAILS COATED 22 1h"DIA X 12" ANCHOR BOLTS W/NUTS& WASHERS ROOF PACKAGE 64183.99 QUANTITY SIZE DESCRIPTION NAILING SCHEDULE 13EA 24'4/12 PRE-ENGINEERED WOOD TRUSS 8 EA 2X4-12' TRUSS BRACING Connection of Com andNall How Nailed 14EA 1X3-6' TRUSS FURRING/GABLE ENDS of Common Nail 21 EA '1eX4-8' '/eCDX ROOF SHEATHING Top plate to stud 216d End nail 2EA 15# FELTPAPER Double studs 16d@16"o.c. Facenail 7SO 2i5# FIBERGLASS SHINGLES Built-up comer studs 16d@24"o.c. Facenail 84 EA 21 H-CLIPS Doubled lop plates 16d @ 16"o.c. Facenail 11 LB 11/4" ROOF NAILS Top plates,laps,and 2164 Facenali Intersectlons 11EA 10' METALDRIPEDGE Continuous headers, 16d@16"o.c. 2 pieces along each edge Facenail VINYL SIDING PACKAGE 64126.99 Continuous header to 48d Toenail stud QUANTITY SIZE DESCRIPTION Truss to plate 38d Toenail 27EA 1h"X4'X8' EXTERIOR SHEATHING BOARD 1"brace to each stud 28d Facenail 4EA 1 X6-14' GABLE RAKE BOARD and plate 4EA 2X6.12' SUB FASCIA 1by8sheathing or 28d Facenail less,each bearing 2EA 1X4-10' OVERHEAD DOOR TRIM(HEAD) Wider than Iby8 38d Facenail 2EA 1X4-16' OVERHEAD DOOR TRIM(LEG) sheathing,each bearing 9SQ VINYLSIDING 4EA VINYL OUTSIDE CORNERS 9 EA STARTER STRIP NOTE:GREAT CARE AND EFFORT HAVE DONE INTO THE CREATION OF THE 6EA FINISH TRIM DESIGN AND ENGINEERING OF THESE PLANS AND BLUEPRINTS.HOWEVER. 18 EA VINYL"J"CHANNEL BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR 4EA ALUMINUM"F"CHANNEL "ON-THE.SITE"CONSULTATION,SUPERVISION,AND CONTROL OVER THE SEA ALUMINUM VENTED SOFFIT ACTUAL CONSTRUCTION.AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REQUIREMENTS AND OTHER LOCAL BUILDING AND 9EA 6"ALUMINUM FASCIA&RAKE WEATHER CONDITIONS,84 LUMBER ASSUMES NO RESPONSIBILITY FOR 4 LB 2"ALUMINUM NAILS ANY DAMAGES,INCLUDING STRUCTURAL FAILURES DUE TO ANY DEFI- 1 EA BOX 1'/a"ALUMINUM TRIM NAILS CIENCIES,OMMISSIONS,OR ERRORS IN THE DESIGN OR BLUEPRINTS. R IS RECOMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR 18LB 13/4"SHEATHING NAILS ENGINEER OF YOUR CHOICE,AND CHECK WITH YOUR LOCAL GILDING OFFICIALS,PRIOR TO START OF ACTUAL CONSTRUCTION. EXTERIOR DOOR AND WINDOW PACKAGE 64186-99 QUANTITY SIZE DESCRIPTION IEA 3032 DH WOOD WINDOW 1 EA 3068 PH 6-PANEL STEEL SERVICE DOOR 2EA 9'X7' OVERHEAD WOOD GARAGE DOOR WITH HARDWARE 52 LF DOORSTOP 1EA 2X4-16' OVERHEAD DOOR HANGER MATERIAL 1EA ENTRANCELOCKSET 2LB 8d FINISH NAILS 0 1992 by Home Planners,Inc. zr-o' I'-OT 5-O• 5-4' i'-4' 5-4' 5-a it' r- ---------------------------- I w I tYl I111�FOR r I b I i OIOR ear LOCATION(TYP) 4 I MOST CONSRtKT N ONLY-2• ANCHOR BOLT LOCATION NOTCH FOUNDATION 5 FOR DOOR ARM ! I II I IC 2Y-67 C � I TOP OF WALL MATO fa-a I I i I SOLID INE SIM FACE OrFOUNDATIONALL DASHED LINE I I » I 54M INSIDE FACE Or FOOTING. I I APPLIES ONLY N FROST CONSIMX7m I I I I NOTCH FOUNDATION Tr FOR DOOR AB I I T; L——————————————————— -————— —Rb�-U -I _�� — ----- AT 1- 1 4A' -I1Pi 1F-1M r-1 9-11t '-11N• FOUNDATION PLAN SALE: v,° _ -oH (FROST CONSTINCTIai Sim" ROF SHWMM tA•SUB-FASOA WIH AUA6NU4 FASOA VfM CORNER STARTER STRIP LEFT SIDE SCALE to _ I ROOF SHINC ES VN1L SIDING fir RARE BOARD WITH M MNM FASO. IH SUB-F TH ALUNNU4 FFSQA 00 oa YNYL CORNER VINYL 00 STARTER STRIP START —_ 6 PANEL— 3160 NOR RIGHT SIDE SCALE: w• r REAR ELEVATION scAEE. w. r I NEL ` t ' PMA A PANEI. Yh191 CORRFR DETAA. t�. Y ` b � i c»ck smmcE I � � a aPnoRu 1- .,f•MMUND MOMAD DOOR JAIIB DETAIL o'-r.r-r sEcnoRAL OARACE DOOR. � r ' i•-EK' 7-Tk' •-4N 7-lVk� P-Rl4' PMA- ANEL ANFL FLOOR PLAN SCALE: v4' _ 1 —0° 576 SQUARE FEET IEru DRP EDGE _ NO*RMIE BOARD W17H MAMHM FASMA VIR11.SIdND 0000 0®®® - 0000 000 FnM WNNER 000® 1:1 Cl El ID 1'xi'iPoM ER 0 0 0 0 0000 STARTER STRIP �T F___cwg W __________ cArtAELD°°R——————————-I--- NO FRosr EanmAnOR PoP I I OORSntl IM Sim L DAaIm L-------------------------------� "MFODROAnon CONSUM FRONT ELEVATION SCALE: A" = l'-o' D �"�' i �__�..... qPLATE TIElI4UNEENED musswmYx4'11E PULE 2•x4•TIE PTA-2'x4'TOP PLATE YYx4'TOP PU,c BUSS TO PLATE y CONNECTION OPTIONAL At EACH TRUSS r Yx4'STUDS TN'CC- -2'x4'SIM AT le O.C. TRUSS TO PLATE CONNECTION stmt: NONE T-TYPE WALL BRACINO— NOTOM WTO Sim —T—TYPE WALL MNAMG OPTIONAL HOiOH Nm STUDS • ' rx4�P PLATE Yx4'PRESSURE TREATED--� ITE BOTTOM PUTS T t, Itl w KAn-- i �1 A LT I s ' r-mowwrxs— � •.\ � Q / - n•RIOn 511A ��� � \ � - ' Annxw CMM •Amn•m�OwasO—/ 1/ W % �—a•Imertm xwmu nix r ; PERSPECTIVE SCALE: NONE ---PRE-T WOOD TRUSS 24.TRUSS 24* ! O.0 Yx4'1E PLATE Yx4' TE PUTS � —Yx4'TOP PULE Yx4'lOP PLAff--�� tf T 2'x4•STUDS Tw•CC —Yx4'SIM AT TM O.C. HF)b —T-TYPE WALL BRACNC ! / HOTCN INTO STUDS r TIE xT4'PPRES91uEffTREATED wN avec 2W PRESSURE THEA yY BOTTOM PLATE Y UL NA Ill DADETAL. xxre K.M1f r! f Y-r Y-r Y-r Y-G Y-a• Y-r r-D• Y-r Y-D• Y-uw W 'y... ( •'� PHE-TNaHETRm-- .� . t WOOD MISS 2C O.C. J 27x4• TIE PLA I 16-0• _L R-r Yx4• TOP PLATE Sf5• NOTE VERIFY ROUGH d'QANG •'I {-- WITH MANUFACTURER'S SPECIFlCAHONS • Yx0 SM le O.C. T-TYPE WNL BRACING NOTCH NTD STNS c Yx4•PRESSURE'INEA BOTTOM PLATE > lei fe" te• lr 18• 16• 1e• I I8• Ir I le• Ir Ir Irill s-Y is' 2 15 iT'-8H' 1I. 8H PANEL PANEL -me manse wro Huss RIGHT SIDE FRAMING ELEVATION eras w.Y r �4 i -h•flfM STq NOT&GREAT CARE AND FSFONT HAVE CONE INTO UTE dIEAIION OF im omaN NN ENQ mma OF THESE PIANS NA RDN'RNIS •' HOWEVER.BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL UA/011 •ON-THE-SNE•CONSULTATION,SUPEIMM T U wM]A= AND CONTROL OVER THE ACTUAL CONSTRUCTION,AND BECAUSE OF THE GREAT VARIANCE N LOCA WILDING CODE REQUIREMENTS 1 AND OTHER LOCAL BUB ING AND WEATHER CONDITIO7S 84 LUMBER ASSUMS NO RIESPONS UFTY FOR ANY DAMAGES,INCLUDING 1 - STRUCTURAL FAILURES DUE TD ANY DETIMCIES,OMISSIONS,OR ERRORS NUE DESIGN OR BLUEPRINTS N 15 RECOMMENDED / THAT YOU CONSULT A LOCA ARCHITECT OR ENGINEER OF YOUR CHOCE,AND DIM NTH LDCA BUILDING OIFTK $PRIOR TO STMT O'ACTUAL CONSTRUCTION. 1 Yaaw r ' ' PRE-ONGIEEREO Wuoll TRUSS 12 4 i 27x4•TIE PULE 2x4•TOP PLATE —'i A •' f —s 27x4•SIU05 16'O.C. A2 •xtrE AND SHIM SPACSEE�� I , . HEADER DETAL xr JAMB AND CREPLE •Yx4•PRESSURE UREA x1•CRIPPLE g b 1j BOTTOM PLATE SLAB AT m SAB AT x' it la,r W-1w s" 3• B n �r Y-TES•' s i -te•. PN7EL HEADER LENGTH PAE1 HEADER LENGTH PANEL FRONT FRAMING ELEVATION BGIE w.r r N _fig.. •\ _ , ` -WNEERM WOOD TRUSS �{{ 12 I 4 ( II 1 sP RE PULE � SH" II Ir-r xi'TOP PLATE I "x4'Mum AT 16. CC I . ti r,� r-TmE WALL.DRnaxo i a NOl[N NIO SMAS � ] x4'PRESSURE TREATED) DDTION TIE PATE ( 111 x 16' 16' Tr 1r 16' tr 16' t6' Ur 16' t6• 1r 16' t6 Ir tr 1r tr 17-0' 17-0' If I PANE1 re° PANEL A REAR FRAMING ELEVATION sP.ve 1W .r-r i tyr.'PV" "MO FOR SRMNO APPUCAI N OVER GA1A END MUSS ONLY 1EE RAM MAIL ]ane isrous.-- I ].IMM13Mr r ( Frt 4CeMAI — It 16' 16' 16 16' 16• td' 16' 10• 16 16' 16 td' 1B 16 16 id' 16' Ir mrmn.n wMx Dern GABLE END TRUSS FRAMING Ir_,'-r H• i'-1IH' r-r I r-r r-r IY-r 2'-0' r-r 2'-0' r-r 7-r 7-r '-11 ' M I; PERSPE . I� • 1WAo M NIP 0.C. xr TE PATE ^ NOTE VERIFY ROUGH OPENNG x4'TOP PULE 4 WITH NMNFACTURER'S SPEIWAOONS 3N� i 5— N' " * S b H Yx1'SMAS AT TE'O.0 � `• WALL URACM 1 n !E E�11CH INTO SUPS .. B11141•WPE�TPEAIFD 11 VII 16' iC 1T It' 16' i" 3' 16' I 16' 16' 1ed-Ir 1r 16' 1r 16' 16• tr-6H' 1i'-6fY SiF�%Iy:.g:�Ar, PMA. PMA :�•.^'' LEFT BID FRA MING ELEVATION MLC w•_r r r r 1 r r RE-FJiQ*M 1OOD 7RJ55 DRP EDIE 25 FASM RATE RA7E FASCIA 1, VDW SOFA'! Silo E-C}Wlp. NM sm ' x'SlfA7RNC EAVE WTAL j 1' A M _u4N•111E FLAT w Stan vim ONG F' IK PLATE W� Eve Niri fXpiHi x•sE14/4C rr4•CPoPIiE rx' •nW 9FAMW SECDa+A�GARAGE WAL DPW ` wm r>,f RARE y g� DOOR AiLKM FASCIA 4%M'1 SPACERS W 1-GHAfO61 t tri Ft1�76 g %,sat `Mri SONO rrJ' :4'sttamuta h JAW f 44•SWAT" M Im { h4 J-01weWAX MNIL 461 DDS f4'StEA t CORNER DETAL scAlE 114•.i•-D• ODOR i OVE MAD DOOR HEADER scut. ta•-i,—r OVERIm DOOR JAMB snit 14S =r d RAKE DEAL scuE +x =Y D a Y ' i t ST,I 4-0' 4'-0' 4-0' 1'-W L-0' 4'-C Cd t I CD JI IIID IJILM II II Pi �m ROOF WEATOG LAYOUT J Y ,r-ff tr-r i ROOF SOME OMR 1. RDYN FELT ON ; - 12 RR ROOF SfAmw Q }{( 4 4 FRE-DICI*M MODINUM S !1 h h ray F Yat'1g FLA1E fie 7 FEAff WED SM W IOP PLUE ra4 taP Pu SE UVE MUL IR wn b T rxC SIM AT 1R•O.C. rrettfAtm)Ro11n RATE M/tl11r ANQIOR Ra.1S 'CONC M FLOOR 1F/ (SEE MJMA7=PIAN FOR SPACk. " .. 5�s'-9 an a kRLF. tOP OF CONCRME eevA7NIN-0'-r --a --z ------- b -------._— -- __--a----_ --r'-- . � b CRAVE BAS£ i e Rims zxr PLAff K(P%H 7NIL 0 NXXIM (S'fEFOLR I'M"FOR SPACK) r WNCREIE 1FALL ° S • (g1 BUILDING SECTION SC • _ l'-0' 2 b NO FMST BUI GSC �. 00�p fF \ s •�' 'CRs C g, tiIK s20 3 O O N ss \m F ro F P 41 yS /� A r / is X04 3/ / �� �• 10 .'S \'�//•gs, Cy9o� cies �'9i1�."��' OO, � bo,* tee. \ iso •oo, � �8 = 39,838 sq. ft. SURVEY OF LOT 17 "MAP OF SOUTHOLD VALLA: FLED MAP NO. In accordance w1/h the minlmum AT SOUTHOLD Io. f111e surveyand yv eslobllado TOWN OF SOUTHOLL bA.L.S. and op roved and ado ied use by The New York S1o1e Land oclallon. SUFFOLK COUNTY, N. supply and sewage disposal I — 70 — 01— P10 OB it 1hls residence will conform Qr+aJ,o. 7r� Jnr dnrdc 0! 7-An .Suffnik Cnunfv BOARD OF HEALTH . . . . . . . FORM NO. 1 3 SETS OF PLAYS . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CIIECK . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORK . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765-180�C r:o–• ��7 q CAL l. ..7. . Examined .��. . . . . . . . . , 19 " SAIL TO : ' . • . . . . . Approved . . .rPl. . . . . . . .. 196 Permit No. G���``r� �2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (B ildi o Spector) APPLICATION FOR 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 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 stiee or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this app 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 perry 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 Occupant 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 ti Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein describe, The applicant agrees to comply with all applicable laws, ordinances, building code, housing de, and regulations, and 1 admit authorized inspectors on premises and in building for necessary inspe tions/ , (Sign ture of applicant, or name, f a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, 'agent, architect, engineer, general contractor, electrician, plumber or builde 0W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I. . . . . . . Name of owner of premises . . .mii,111A.6.1. . . k. . . , , , ,T'j . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. . . � y. ./. . . . �. . . Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-x'. .6.0 . . . . . . . -TRSt ��z`. . . 'i , I E . . . . . . .�oiJ� !l.^. . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . .7.© . . . . . . . . . . . Block . . . z. . . . . . . . : . . . Lot . . . . . . J C (( ay . . . . . . Subdivision . .So V.�'�'1Cf 4. . VJ1,y5. . . . . . . . . . . . . . . . Filed Map No. 1.r. /. Z-7. . . . Lot . . .1 .� . . . . . . . . (Name) 1 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . !.1z I .' , !Q .Y�t . . . . . .A�CS! .Q.F rJ L E . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy . . .4� R 2N . . 1. �. . . . . .�E ., .. . . . . . . . . . . . . . 3. Nature of work (check which applicable): New Building . . .Y . . . . . Addition . . . . . . • • • • Alteration . . . . . . . .. Repair . . . . . . . . . . . . . . Removal . . . . . . . . . . . . . . Demolition . . . . : . . . . . . . . . Other Work . . . . . . . . . . . . . (Description) aJ 4. Estimated Cost . . . .�. .SO O;c)• v c). . . . . . . . . . . . . . . . . Fee . . . . . . .��5... . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) S. If dwelling,number of dwelling units . . . . . . . . . . . . . . . Number of dwelling units on each floor . . . . . . . . . . . . . . If garage, number of cars . . . . . ez! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . . . . . . . . . . . . . . . 7. Dimensions of existin structures,if any: Front . . . S35 . fT . . . Rear . . A� '. .fT . . . . Depth . . . . .;K. JF T Height . . . .F7. . . . Number of Stories . . . . . ./ ",it � . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . . Depth . . . . . ... . . . . . . . . . . . . . . . Height . . . . . . . . . , .. . . . . . . . : . . Numberof Stories . . . . . . . . . . . . . 8. Dimensions of entir�ew construction: Front . . . . ..Z-4. 6.t. . : Rear . . . :?'C� .'P . . . Depth . . . r? `{ , ,FT. . Height . . ./1 . .�'!. . . . . Number of Stories . . .l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9. Size of lot: Front . . . . . .3.7.1. . .f-T. . . . . . Rear . . . . . /.4rp . . . . . . . . . . . . Depth . . . . .t'4 v . . . . . . . . . . . 10. Date of Purchase . . . . . . Name of Former Owner . . . I . . . . . . . . . . . . . . . . . . . . . . . . 11. Zone or use district in which premises are situated . . . . 4i;'�X t Ae,,: Iii rx 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. Does proposed construction violate any zoning law,ordinance or regulation: . . . . . . . . . . . . . . . . . . . . . . . 13. Will lot be regraded . . . . . J/t`.S. . . . . . . . . . . . . . . Will excess fill be removed from premises: N 14. Name of Owner of premises t`1 p."s l. . t"."!S�U�. . .Adress 33.6 . . I?.g t Name of Architect . . .. . Address . . . . . . . . . . . . . . . . . . . Phone No. . . . . . . . . . . Name of Contractor .PK 4V . . . .Q0^V. 44%tetlt ,,Address !10. .4�kox, el.�4(. . . . . .Phone No. .7.@ 15. Is this property within 300 feet of a tidal wetland? *yes. . . . . . . . No. . . . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions frorl property lines. Give street and block number or description according to deed, and show street names and indicate whethe interior or corner lot. A -- A4 'AC, e, Sas rUey Grl�! 014o64 STATE OF NEW YORK S.S COUNTY OF . . . 50�si.it . . . . M.j41qe(. . . .,Q nI s . S i. . . . . . . .. . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. Heis the . . . . . . . . . . . . . . . . . . . . . . . . .Gita+�Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , (Contractor,agent,corporate officer,etc.) Df said owner or owners, and is duly authorized to perform or have performed the said work and to make and file thi! application; that all statements contained in this application are true to the best of his knowledge and belief;and that the .vork will be performed in the manner set forth in the application filed therewith. Sworn to before me thi/—r-. 1 2of.�. . . . . . . . . . . . . .. 193 Jotary Public, . . . . . . . . . . . . .\. . . . my c E mow` ;��JIL TSM fjpM 10AY 3L, � (Sig ture of applicant ft 19a / f71 4 y 41 Jiy '�{ s T _ 'Fx {ST I N Cj F{O V E \ u i. „ Y ✓ . a�"k+r n,,, I IF , ' I I a jl r I ' M, urs IVP {5 .4uIVDAT tPM Fob I 'e '' I I[,k'7 nRn�E tmaR L, --1D of o "� s - luozE', Nlrn� r�Fy ` ' F.tO�I " r{7 i ALL H04 ,G V.IA4� hT'1e31 ..F't_c7q F't A e i u,�c u AZ -030 NF .W TN r�LY�. S•.OD ¢vl 1 I , w DC ' 7 2+r4 7ncm S�.es <' kinl Siue$ ' - Ma lhCO°✓'7A^ S CT LIrnAL GgLn(�E Di - T- - -. - - ----- -. ��_♦ - - - --- -T`----- �'—'_=,.'(Q�—'_'- 3-0 4 IV -- - _ FOR', I D /� I I� �1 ` PLAN -1 �� V a:-,1�LF, %a"' I �--iJ" � �TL,���S �� �-11V �1�I C �/y" I' -0" r I xF T14 LJM FA u6 �`•,,,,,- LLI � � rwl t�l(3a 7 t I � t ' I '' _,_,. .,,r ' ,// -4ruve Cavnl._a I --� -,` _ _- .., _, '---` - ` - -.- — - \� '�- � TiLI,)`•x��-.,5 0.�, 2x4s ��'.i T� ----- Vit . r1V� _ s` n '- ✓ �iPl� �.1i1 L pYt '�� Y v� v„I �m SA. ..YB.- - ` L �pfI' n - �.0 _F-. -Fo ., - _ _ - •� - _. _ _ fr J IF: til• _ _ j rla .,f Fi. __. jER HI l( ;d-`-r,r: - ' rI� I 1 ---- - � lilP9r?N r r KA + I T —I'0 r� I -TI0N ---- ---= --�-_ - _ - -_ T C L E� \ll� SCALE�. rv° ' I I UNDERW RIEQUSR�CERTIFICATE 1 4_ - AP R VED AS NOTED - DATE B.P.# S�Sa p&fig (''• FEE: BY: - I NOTIFY UI DING DEPAR NT AT �E �' 'C 1-,FRF •6NfirN�F 2�o �NcaO -f..�-sEs •L Xys _ 765-1802 R PM FOR �(�y�. � h --J � ` ti FOLLOWING INSPECTIONS: ;q�� boYJ r [� I 'I �� 1 FOUNDATION T1ArC FFOIJIRED �V � V �mp NL.- 11�I�T ( FOR POURED CONCRETE VIIY�i� i moi` 2, ROUGH - FRAMING h PI_UMSING4 - 3. 4. FINALAT CONSTRUCTION MUST L 1 Z7 �V _ __ _ __ ---_ __ _ -- . " BE COMPLETE FOR CO. }' T� ��� - �_ � ' � ALL CONSTRUCTION SHALL MEETTHE REQUIREMENTS OF THE N.Y STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR '1. DESIGN OR CONSTRUCTION ERRORS , -��`O�1 _ SI �T �.�1�„l ^X--�i �E_�Y I-I=Jn �E'l qll. HE AJflK ��F��• '�"�,F++Iw.hi.M+iNIRwl+�+il I ,'���`-.. — �Iu MAY 2 818 U b I t i r 5 `'.: r4 G, ' I BLDG.nPaT ? r' „