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HomeMy WebLinkAbout17498-zFORM NO. 4 TOWN OF 50UTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No 219491 Date NOVEMBER 9, 1990 THIS CERTIFIES that the building ADDITION Location of Property 1415 INDIAN NECK LANE House No. Street County Tax Map No. 1000 Section OS6 Block 05 Subdivision Filed Map No. conforms substantially to the Application for Buil~ filed in this office dated OCT. 3, 19$8 PECONIC Hamlet _Lot 02 _Lot No. Sing Permit heretofore __pursuant to which Building Permit No. 174982 dated OCT. 4, 1988 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 ADDITION TO EXISTING ONE FAMILY DWELLING. The certificate is issued to THEODORE JAMES, JR. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A N113094 FEB. 6, 1990 UNDERWRITERS CERTIFICATE N0. H014207 FEB. 12, 1990 PLUMBERS CERTIFICATION DATED THOMAS BALL APRIL 5, 1990 Inspector Rev. 1/81 IP'013M NO. A 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) ~(~ 01749 Z Date ....~..~.......~ ................ 19..4.. Permission is hereby granted to: ..1..~0..1"..~~a-s~.... ~~ :...................... to ..C~?`!~~'M:t,c.~Q:'....Qrr,:a,.....~~~~..`k:~?.....~r,.....11r~:H....... ..Cl''~¢... ~ ~~~ ~~ ~.e.~:,~.,.....~...... .~~ ........................... ...................................,................... .. ... n ~ / Jf .. . ct premises located of .~.~~. .....~!:C~4.°.-~...N...:4:C.1~.... .+~R.,~.......... ~ GeTrt;[ cam ............... ...~:.:: ~:~:.... ~Q-~.,.~..:~:. ..................................................................................... County Tox Map No. 1000 Section .......4?.a'..t4...... Block .....C?.~5.......... Lot No.......©.Z....... pursuant to application dated .......~.~'.~....... a ................ 19~~.., and approved by the Building Inspector. Fee $.IJ~.Q°~:o~,,,7•. ....~r~~. . ~: ............. .... . ........ ... Building Inspector Rev. 6/30/80 Form No. 6 TOWN OF SOUTHOLD ~ ~ ~~'~~ L` BUILDING DEPARTMENT ~~ -~ ~ TOWN HALL ~~~ _ ~ ~~ ~ ~ , z; 765-1802 <<;; 1. i . 33l to ~w.w _ .a -: APPLICATION FOR CERTIFICATE OF OCCUPANCY, ,_u_,.'.'.°°" ,o A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 17 lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings anc "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. O. 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 - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $1.00 Date .......lc/ 2~ /Qo ....................... .New Construction........... Old Or Pre-existing Building..x/..... ~~ Location of Property.~reriy..l`~~S,J;.vf~l qzc? .~..~-~,H~!£,.~ ....... ,~~'~,oN,7;e...... u ~ 6 ..... . House N~o.` Street Hamlet Onwer or Owners of Property..4.~"~~~Q~?r~,-..~~~ ~5..~~- :................................. County Tax Map No 1000, Section.....~1~.......Block........~~........Lot......7+ ............... Subdivision ....................................Filed Map............Lot...................... Permit No.~.~~.~ ~..~ .....Date Of Permit ................Applicant............................. Health Dept. Approval ............ ............Underwriters Approval... ...................... Planning Board Approval ........................ Request for: Temporary Certificate........... Final Certicate...~.. gee Snubmitted:c~ $..~~/ ...................... ~l~ql y c o ~.~ 9 ~ 9i ... ..~N~ .~ .................... . ~r TEL. 765-1802 ~Oc~V~- u~COG~ TOWN OF SOUTHOL'D OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N ~~ NQV ~. ~ i;~~~l ~~g5.! Ld~~ :~„zi'~1~1"it~,.sio c.~`~1s.~ ; Ig, ~~ _ ~~~ Date `// ~l~U Building Permit No. d ~~{ l~ _ _ Owner %eal SQ~t' ~' (please print) Plumber %~,.aa/' f'1k// (please print} I certify that the solder used in the water supply system contains less than 2/10 of 1$ lead. ;`G! ~~ (gplumber's signature) Sworn to before me this .5 T,v day of ~i~.21 L , 199 U Notary Publi~ Notary Public, icr'Fo4-/L County KAREN W. BOERGESSON NOThRY PUBLIC, State of Naw York No. 4842180 Ounl;fied In Suffolk nN Commiasion Ezplret Q /~ t 9 d lELD 1i.5:'.".~.1Vii IIU1tTC, ~ I.OdK4~EtUT° r0Ut7DAT20N S1~) ~~ p'r r OUNDATIOT7 ( 2p~3 ) 1 ~.,,.., / .4l?A~..'.t.0 .L7~ 2 Y5' ~' -~- -` pOUGH FRAME & PLUMBING ~` I 3 . 1 .t ~~ ~ s~ G. I77SULATION PER N. 7. STATE ENERGY r CODE 4. FIidAL d Q a ~~l- ~z C ~~ ~Lrvyti-~~ 7 t~-,awl, , ~~Gwrf~ ~c:~.~~ -~.~e` 7-~. . ~ ~ ~I TyyI®OJA7.Ay~~L ,{CO MENTS: Vl/~ t[~/~K A .~ ti, ~i ~ - I?1G _ / c ~ ~_ ..G / ~ _ _ t. .... ~" J m ;_ ~ H ~O - ___ H o0 o l'~ C A N Qj m ~ - z ~ o ~ ~~ H m m .. H F r '~.:..~.~-~ H o~ z cn x i S, C ~ x ~, ro F-1 -~.. 77 „~. x' '~~ H H O 2 7 ~ - ~~?+1 S h1 a r H .~ x ~ /ce r' ~ +~ H ~~ ~ I ~, STEVE G. TSONTAKIS ASSOCIATES Consulting Engineers, P,C. D ,lE1pp " < ~ 1 ~~~ May 31, 1989 Mr. T. James and Mr. H. Haralambou 1415 Indian Neck Lane Peconic, New York 11958 RE: 1415 Indian Neck Lane Peconic, New York Dear Mr. James and Mr. Haralambou, The subject foundation was inspected on May 26, 1989. It was found that although the first coat of foundation sealer was installed properly the polyurethane barrier was sagging and there was space and wrinkles between the foundation and the barrier which is not acceptable. The corrective action is to remove the polyurethane barrier and replace it, making sure that there is no wrinkles or space between the barrier and the foundation. This barrier should be over coated with another layer of asphaltic cement, as per the original procedure. Yours truly, Steve G. Tsontakis, P.E. SGT/sj / ec: Mr. Gary Fish/ Building Inspector Southold Building Department Main road Southold, New York 11971 P.O. BOX f 180, 632 ROANOKE AVENUE, RlVERHEAD, NEW YORK 11901 (516) 727-7411 ~ , ._ , STEVE G. TSONTAKIS ASSOClA Consulting Engineers, P.C. FOUNDATION INSPECTION (5/15/89) I''~~ ~Ay Z 3 ~9$~ '" ? ~~ , ,tip ~3~.;>r>>. fa,,'i. 1415 Indian Neck Lane yov~,,y, ~~y~ ~;,.;~,-.j~10 Peconic, New York ~~~° ~ ,~~°° . °" .......:.... . . The inspection was prompted on request the Building Inspector for the damaged foundation to be certified. The foundation was damaged by applying soil and machine pressure against it toa early. The result was a lateral crack extending approximately half way up the wall and on two sides. There was some minor "bellying" of the walls. The exact amount could not be measured because a repair was made by the installation of two poured concrete pilasters. The pilasters appear to be set in footing and are fitted with steel dowels. They measure some 12"x8". The foundation wall is approximately 8' high and the soil appears to be heavy loam for at least 3 -4 feet. The repair of the damaged foundation, which is in the installation of piers, is the proper procedure. The tops of the piers, however, have to be braced through the floor framing system, since they were not integral with the foundation itself, Wood bracing can be used for this purpose. ~ There was considerable amount of water intrusion through cracks and fissures. The only positive repair here would be to t waterproof the foundation. This would entail exposing the i foundation down to the footing, cleaning, drying, and applying a 1~~. coat of asphaltic cement tar, a polyenthlene barrier, installed and again the coating. -1- P.O. BOX I1B0, 632 ROANOKE AVENUE, RIVERNEAD, NEW YORK 71901 (516) 727-741 f j ~ 4 A second layer of asphaltic cement would then finish the water- proofing. Se advised that one coat of asphaltic cement is considered damp proofing only. ~~_ ~ ~ Steve G. Tsontakis, P.E. SGT/bp 1 -2- STEVgk G. TSONTAKIS ASSOCIATES ~~ < ~ A : 4 ~, ~ l e ~. i g'~ t ~ r . , y ~ ~ , ~ 4 A f 7 ~v. ~~ i ' x >. ~ ,. ~ 0 . ~ ` ~ jtyC74Ar~1 ' 'c~iFCGf i..AF~E qg.B __ 4 ~ ~ ~ ~ ~ , bf~s Y ~ ~ 5 ` i ' . ~ ~A ' ~ ~ A i4+ i ~ 5 ~~ ~ • "' ~ P 1 ~ !~ e ~ o ~ ~ ~' ~=' + k r y ~ ~ 1 ~ x ~~w aix =.S'~, r y e 3 _~~''•t .Fl: w v ' O .~ e AN hp.'w'il 1 t t {,' Y 'x 1 ~ ' t ~, ~ ~ S 4 1 ~~ a ~i ~.p.. ~ ~ ,.. ,.. x'' a' v~ i ;Ifl L.p n t t I f n f .,t F. }.. ~ *{~', ~ - ~ 1 f ~ 5y1~ n ;< r+s ,.~ ' r 4ti 4 ~^ v2 ~' C4 _ ., F v .~y~~ f df• s FJ, ~ i ,( ~ a ~~°~ '~~~ ~'1jj v ~r '.f n ~t., f. ~ ~g i!~ a~+?'S { r ,= ~~ ~ c< a r~°'w'r 'R .F )5 ¢?*~ a ett.y r 9 ~'v~ ~~x, } ,.~ ~..-'d§d 4 Y a „ ~ if Y~~. ~ °t'p c .,''X 7 s J L: Yy}~ ~~ X ~~'~`. W r PL ~JFJ f{~ ~ y ~ ' ~'" ~p'Y~~+Spp t~~'~'r ~ ~p~eY.S kY1 ~ _ '. ~. [~ .~ ns „y~.~. s'.~nX .4 ~ D 4 ~ '~ ~ ~ - A 1 .. N JC t J ~ vt S t a ~ T ye ~ t t , JI ~ ~ ' ' A ~° `. . 3i ~ ~ . t a + ,~ ~ + ~ # ... .' + ~ 4 k G ~ b ~ a~ P 4 ~ ~ , y N ~ .l~",*: " ~ . . ,,:. . 9; Yh }•~~.. a .-. 1}.~3~ x ~._~~ ~, + 5~ - t)! ~ w ~- ~., ~~ , >~~ t-aP w ~2 r 5e, ~ ~ .-f p i n 3 3 ~ ~- r r, - , ' r !• -" .- rF 3;~ w ~~ ~ ryR 3 n- ~ ~ ~~n x~~rt ,~ ~ - * F .y. ~:~ . „~ .~f d 1i " ~ ~ .d A .yE r^ '}.y ~ 4 I ~ y q3' ~¢~~~~ ~ ~ ~ ~ m,y{~~~},' A4 ~~ fi ~ ~j f~rt "T I ~ k `i"T1.~ ; ¢ ~S 95'+3 ~ ~.'~~~ Y'W4 ~j ~~TT 5 i ~ ell h l J ~;! yi ~,~ ~ IR/^~i V F y~ i e ~ ~~ y/ 5~ ! i p~~a ti -y ~- t t( q,~S ~ } r~`fh ~ t M1+(~~ -<. n Yy .~~ ~++ ~Ju~rf+4"+~r~.~a5, ~~~Y 1' ~ ~ x_lanf ~~~. J.~.J, ' '5;.~~ n ~ '~ s~~h.i'~R V~-'.~r~~'tia'?~.Eb~+i°~', t~~` e'fLri ~i~ "t.~ K7,x '~r } z~'jd';; ~_' "'R'~4^Fri~,'~u},u~*kR'S'•>3,~~a~. °"^1. ~~ i' it3 +l'' ~{*a '~'° ~~iOp Oa ~,.,~'J"' r0'~~~t ~.~1/ > s M~r T% 4 c~ s t ~ g +o~Z ~^ *d ° x `y ~ ~ e ' ~ i v !~ { ,a, - -z Y O 2 s ° ~e ~ n. C ~ ~ ri _,. ~r ~, kw',~ ; {c ~ N< ~ p S t ~ y fm t? v> ~` ~ t5 h'~ 5 .fae, ~'eziOD4 3.s ~ per.., Eg'..ZZZ epv u . w r`~ Y- + yr ~.r v d cz ZOO ¢> > ~~{~~~,~~Q~ ~ ~`€X~ 457 ~< ~,,,~.`.r~~~ ~ ._ $ ~,>ns ~ Z"' > ~ r d ~s s a~ Sfeven L. Maresca CONSULTING ENGINEER P.O, BOX 694 YAPHANK, NEW YORK 11980 (516) 924.3414 July 17, 1989 Theodore James Jr. RR-3 1416 Indian Neck Lane Peconic, New York 119b8 RE: Foundation Inspection Dear Mr. James; An inspection of the building foundation for the James Residence was completed on the 14 July 1989. The inspection was limited to the new addition to the east of the original building. My observations are as follows; The original foundation is composed of 8" concrete masonry units with foundation dimensions of 26' x 24' x 8' in height. There were no wall braces in the original installation. From the pictures shown to me by Mr. James, I noted that no steel reinforcement was fnstalled. Concrete wall braces have been added to the east and south walls of the foundation. It does not appear that the braces have the proper footings to provide stabiltty. Wood studs have been installed to pin the top of brace against the first floor framing. This style of construction is not recommended. The north, east and south wails of the foundation have numerous cracks. Each of the walls, especially the east has signs of lateral displacement. There are signs of water penetration throughout the foundation walls. See Att, #1. I would consider this a dangerous condition that should receive immediate attention. The exterior grading surrounding the building has signs of water retention. Several areas 'actually slope toward the building. To correct the given situation, I would suggest the following course of action: , 1. The soil surrounding the foundation should be excavated to relieve external pressure. The exposed excavation should remain dry. Any water buildup should be pumped away Prom the building. 2. Temporary shoring should be provided to the building floor system. The shoring should be sufficient to support the entire building in the event of the Lose of foundation support. Contract drawings call for three steel columns along the interior girder. Only one has been installed. I would recommend installation of the columns and associated footings. 3. The foundation wall must be returned to a vertical position. Additional wall braces should be installed as shown. See Attn. #2. Close spacing of the wall braces is required since the CMU wall is without any steel reinforcement. 4. The exterior surface of foundation should be waterproofed with tar and bitumin products. Several recommended products are shown in Att. #3. 5. The excavation should be back filled. Allow a minimum, of seven (7) days after the wall braces have been completed, before starting this process. Final grade should slope away from the building on all sides. Rain downspouts should be extended so as to displace water at least 12 feet Prom the house. If a masonry slab is placed on the building exterior, slope the surface away from the home. This will complete my report. Please advise if any additional information will be required. I will be available to provide fteld inspections on a as needed basis. Sincer y rs, r ~ v n resca . SLM/rs Att. $1 North West of Basement Corner North East Corner of Basement. Note-- Slope of wall due to water and soil pressure ~~ .; ~';: r .,~ i East wall at concrete brace Southeast corner Existing conrete brace Southwest corner of addition JOB ~ r"T~I ~`~. K~+F-~^'Y ! 1.1,6"1 STEVEN L. MARESCA SHEET NO. OF Consulting Engineer CALCULATED BY DATE-.~_ P.0. Box 694 YAPHANK, NEW YORK 11980 CHECKED BY-- DATE T'~ ~~ SCALE ~~~ ~ P11UWIif Zbf(N69~8/1rc.,GrWOn.Meu OIIII 10 POBr YHONEiOLIiPfEid00.?}5-01PI ~ ~~ i 5 ~ t~~. ~ t ~~ ~~r q ,` ~ ~ '~ 1. y'iM1Sy~ `1 rt, ~, I ~ p ~ ~{~ ~ . ~ t I . i',. I r f ~ +;f ,, / ' ~. 1 h~ ~~ q ~ ~ f ' + li ~ ~ Qt y } :.. 1 ~~ 1' r' ~: WJ t 4 f'. +f ~'ir~t'{ i :~ i i(.~ u1t Y Y~~. '. 4~ \ }, r ve `'4". ~', °~sb~, ,S. WATERPROOFING, DECORATIVE AND PROTECTfVE PRODUCTS... FOR CONCRETE AND MASONRY 1 .,.'. e 5,.~, 1 {~ St ~` 1 ~}'i ~ I1 ' ~ i ~~ . THORO THIIRO SYSTEM PRODUCTS 'r+ ,;~~ sr> 1: s WATERPROOF AND DECORATIVE COATING Thoroseal is a cement-base, aggregate type, heavy-duty, waterproof coaling Ior concrete and masonry. The aggregates are graded and sized so as to mesh perfectly; are selected for purity, hard- ness,and structural strength and are non-metallic. When they are combined with other ingredients a free flowing, waterproof coaling is produced that possesses high strength, great durability and density. Advantages A heavy, cement-base, coating that breathes thereby preventing wafer vapor build-up which causes blistering, flaking and peeling of non-breathing coatings. Exceptional filling and sealing qualities assure complete protection, eliminates the need tortuck-pointing old brick buildings. Far outlasts other coatings and thin, paint films. Easy to apply, no special equipment needed, thereby reducing labor. Nol alfected by prolonged exposure to constant moisture. Uses Waterproofing concrete, block, brick, stone and other masonry; interior and exterior, above or below grade. Water- proofirlgstucco and cement plaster. Waterprooling water reservoirs, tunnels, swimming pools, cisterns, basements and cellars. Waterproof back plastering for limestone panels. Also recommended as a base coal for Super tguickseal, Thorosheen and Thorocoat. Waterproof and finish concrete, eliminating the need for rubbing. Suggested Short Form Specification Surface to be coated must be structurally sound, clean and tree of dirt, loose mortar particles, paint, films, protective coatings, efflorescence, laitance, etc. Concrete to receive Thorosealsbould be carefully formed to provide a smooth surface, tree of form marks and in condition to receive a coating of approximately 1!B" (3 mm) thickness. Do not use form treatments that might stain or otherwise injurythe ~,,,,oncrete or prevent a good bond for c`emerit-base coatings. Cut lie rods, steel separators back to a depth of 1" (2.5 cm) and patch all holes, cracked and spoiled concrete, and honeycombed areas with Thorne. Dampen surface immediately ahead of application with clean water. Mix Thoroseal with clean water as directed on container; i.e. (or normal brush coat consistency, a 50 Ib. (22.7 kg) bag of Thoroseal will require approximately 2 gallons (7,5 P) of mixing water. (To improve bonding on smooth or dense concrete and masonry and for all trowel applications, prepare a mixing liquid consisting of 1 part Acryl 60 to 3 parts of clean water. Increase the Acryl 60 con- centration for more difficult surfaces. Use this mixing liquid in each application. Uampen the surface slightly with clean water, it necessary, to improve workability) Do not apply Thoroseal as you would a thin paint coat; lay it on the surface and level it out so as to till and seal all the pores and voids. Details of Specific Applications • For maximum waterproofing: Evenly distribute base coat of Thoroseal, minimum 21bs. per sq, yd. (1 kg/m2). Then apply finish coat of Thoroseal, 1 Ib. per sq. yd. (1/2 kg/mz). • For ordinary water conditions and a washable acrylic paint finish: Brush on one coat of Thoroseal, minimum 2 lbs. per sq. yd. (1 kg/ma). Let cure 24 hrs. or longer. Apply finish coat of Thorosheen, • For ordinary water conditions and a cementitious finish; Brush on base coat of Thoroseal, minimum 2 lbs. per sq. yd. (1 kg/ms}. Apply finish coal of Super Quickseal, minimum 1/21b. per sq. yd. (1/4 kg(mp). • For severe water conditions and a smooth plaster coat finish: Brush on base coat of Thoroseal, minimum 21bs. per sq. yd. (i kg/m~). Apply trowel coat of Thoroseal, minimum 12 lbs. per sq. yd. (6 kg/m2) or sufficient material to bring surface true and level. `See instructions for trowel application. Note: Split face, lluted and other textured masonry units will require more material per sq. yd. (ms). • For finishing concrete: Add 1 part Acryl 60 to 3 parts clean water and mix with Thoroseal. Mix and apply first coat at 2 lbs. per sq. yd. (1 kg/mx). Apply second brush coal at same rate after first coat has set. When finish coat has set, float it to uniform texture with a sponge float. • For back plastering: Prior to placement of back-up units, apply one heavy coat of Thoroseal, minimum 31bs. per sq yd. (1.5 kg/mz) to completely fill and seal mortar joints, pores and voids in interior surface of the exterior wall. Note: 501bs. (22, 7 kg) Thoroseal requires about 2 gallons (75 t) mixing liquid or 2 quarts (2 P) AcryJ 60 and 6 quads (5.5 P) clean water., , Waterproof Back Coating of Limestone Panels Remove all loose dust a foreign matter on Technical Support Data `' '' Test' Method ' ; - ,Results" Compressive ASTM C109 +' 7day9 x4000 pal x ` ' =?29 days+8000 pal `r„ , i~ Tensile ASTMCr90 "' ]days= 250ps1 ~ ~ ' ,~?28Oays+ 425 ps1 ' ~ = ~ r Flexural ASTM C348 ,~~' 7 tlays- 380 pet ;,~~ ; : ' %~ ~' . , , . ~'. 28 days-4000 psi ' ' Freeze/thaw ASTM C668, ~ ~~-'t4o cracking or deteminating after Resistance Melhode ^i='~ 200 Cyele9. ;.°.`-,";r'"~,"'-~'. Absorption + ASTM C87 - :. 3.8% ~ ' ' Water Vapor ' ASTM E98 ~ iL420grams/meleA/24 hours Tansmission ProcetlureA Resistance to 7T-P=0035 - No penetration atlet8hours at 98 MPH, Wind-Driven Rain ~ ~ hours at 740 MPH (22 km).+*;;{'~'" 5000hourWeatheromeler ;~„NO Chalking, checking, cracking, scaling, '~"~~ blisl9rirg aany Whef tlaietarioua ellecls. '~'': Y! Static Test "'' ~,.'~-' No IallUre oiler 30 minutes " ~,~ ~~~ ~ ~~ ` ' 301ba./aq. it. 11.28 kg/m°). Compliances Federal Specdications for cemenbbase walerprool coatirp. P. H,A. Minimum Property Siantlartls.7LP-0035 (ArmpCE). Bureau d Roatls Thoroseal is accepted by the National Research Board of the Counal of American Building ollicials (CABO), Report gNRa468 dated 8181 •All tests conducted by accredi~edfndependeM labpatories. Complete test repots available upon request. "Test samples prepared with a 1:3 mixing 6quitl of AcrYl 60 and water ~ 3 f~ ~" f.~h~~J r ,. THOROSEAL° the surface to be Treated. Apply to damp surface an evenly distributed brush application of White Thoroseal. Apply at the rate of 21bs. per sq. yd. (1 kg/m2). After 3 to 5 minutes, or sufficient lime lapse for base coat to take up slightly, apply second coat at 1 Ib. per sq. yd. (1/2 kglmz). Coat back and edges of stone to within 1" (2.5 cm) of exposed faces. `. Basements -Inside Application First, repair all cracks, joints or holes and stop running water with Walerplug. Relieve all excess water pressure by tapping out weep holes at base of wall. Leave open at feas124 hours, until Thoroseal sets firmly. Then till with Walerplug and coat immediately with Thoroseal. For ordinary water pressure or dampness: Brush on two applications of Thoroseal. Base Coat, minimum 2 Ibs, per sq. yd. (1 k9/mz) to till and seal surface. Second coat, minimum 1 Ib. per sq. yd. (1/2 kg/m~). For extra smooth finish in color, apply Super Quickseal orThorosheen. For severe water pressure or to achieve a finished plaster surface: Apply Thoroseal minimum 2 lbs. per sq yd. (1 kg/m'). Let dry for 12 hours. Then apply trowel coat of Thoroseal, minimum 121bs. per sq. yd. (6 kglm~). 'See instructions for trowel application. Swimming Pools Thoroughly clean off all foreign materials, body oils, suntan lotions, etc. Flush surface well with clean wa1R[ to A?move all traces of cleaning. Repair all cracks with Walerplug. For expansion and contraction joints, use a quality flexible sealant. Brush on two coats of Thoroseal, each minimum 21bs. per sq. yd (1 kglmz) for atotal of a lbs. per sq. yd. (2 kg1m~) coverage. For smooth finish, apply one coat of Super Quickseal,l/2 Ib. per sq. yd. (1/4 kgJmz). Note.• For pools, allow the sur/ace to dry at /east 72 hours and preferably 96 hours be/ore refilling with water. Impregnating Floor Slaf?s Concrete must be leveled off and straightened to line and grade; the surface will be immediately covered with a thin layer of previously-mixed Thoroseal, averaging 4 lbs. to each sq. yd. (2 kg/m~) of surface and floated into the concrete in such manner that the Thoroseal applica- tioncannot beobserved as afinish coat or any of it remain on the surface. The concrete slab should be troweled with a r~ smooth finish. Acry160 can be added to the mixing water for extra density. Tunnels, Sewer Llnes, Water Reservoirs, Cisterns Repair all cracks with Walerplug. Patch all spelled areas with Thorne. Brush on two coats of Thoroseal, each minimum 21bs. per sq. yd. (1 kg/m2) for a total of albs. per sG. yd. (2 kg/mz) coverage. Material per sq. yd. (m2) may be increased for more severe conditions. "Sae,instructionsfoi trowel application. For cisterns: AlfetThoroseal has hardened for 48 hours, wash down walls and floors with solution of salt brine. Leave salt brine on walls and Iloors overnight, rinse oft with clean water Repair all cracks with Walerplug. Brush on two coats of Thoroseal, each minimum of 2 lbs. per sq. yd. (1 kg/m2) for a total of 4 Ibs, per sq. yd. (2 kg/mz). Note Do not fr(I cisterns, tanks, etc with water for of teas( 7-8 days when coated with /horoseaf mixed wdh Acryl 60 Do not use Acry160 where crradatron of err rs lirnded, i e, enclosed reservoirs Malennlpoisq Yd Qn')maybeurcrcaeerf for mole swan conditions "Son mslnirhui is for Irnwnl aphhc%rlion Parapet Walls Poor to places Went of coping. brush on of re coal of thoroseal, mnimum a Ibs per sq yd (15kgfm') Cover parapet welts on the roo(sido Ilashiny to top o(wall, extend coating over eniim surface, cornpleloly hilmy and saahng all fonds. pores and vouts *Trowel Application Forlrowel apphca6on, edit 25 ihs (11 hq) clown, sAHrp, white srire;a sand to each SO Ib (Z? 7 kq) bag n1 Thoroseal, er :10Th (136ky)In narh CrO if_, tl77 hql /r, ul l/se Acryl 6U m mixing wafer L.intitations Do nal apply velinn Inn~lrnrnluin i ; beln;r X10°F (i"L) of r luc to tali 6olnw X0'1 (5°C) wiUnn 24 hot irs nr fo hormi or far~;b hlled surlares Coverage As a bam c~al,l horosonl volt rpvGr: Ihs pqr ~:q yrl (11ttVni°) Ilnlrp In >p,rihr Apphunhnns fur l lio~osenl covoi;uir, , Availability 1016 (45kg)can,30 and SOlbs (13 Gard ?2 7 ky) polyelhyloue hoed sacks, Fi01b (27? ky) Slnol pail Golors 10altraciivecolorsincludingwhdo For complete data, consult circular #16. ° s s~ ~;' ;P$7 . Thoroseal Foundation Coating Is a cement- base, heavy-duty waterproof coating designed speatlcaliy to waterproof the exterior surfaces of concrete and masonry toundat+ons below grade. Normally appked with an ordinary coarse hbered brush, Thoroseal Foundation Coating can also be mixed with clean washed sand and appked by trowel as a superior waterproof parge coat. Thoroseal Foundation Coating Is not intended as a decorative Irnish coal. Advantages Cement-base allows It to become an integral part of the concrete or masonry surface, not merely a f Ilm covering; there is no loss of bond II structural failures occur. Lower cost than membrane, masllcs or melalltcs. Easy to apply, no odor or mess. does not require Immediate backhihng. Accepted to most stales by E H.A., V. A. and private housing assoctahons,budding codes, banks and lending institutions. Not affected by acids in soils - great durablllty. Can be extended from grade to brick Ilne and not be unsiyhlly. Uses Waterproofing for below grade concrete and masonry foundation walls. Waterproof back coating between f ace back or stone and the backup unit. Suggested Short Form Specification • For concrete" walls, ordinary water pressure or dampness: Upon removal of forms, remove any form oil and laitance remaining on surface. Cut tie wires back at least t" (2.5 cm) and patch with Thorne. Dampen the surface with clean water and apply a uniform coal of Thoroseal Foundation Coating, minimum of 21bs. per sq; yd. (i kg/mx) per coat. • For masonry walls, ordinary water pressure or dampness: Dampen the surface wdh clean wafer and apply two evenly distributed coats of Thoroseal Foundation Coating, minimum ol2lbs, per sq. yd. (1 kg/m=) per coat. • For masonry walls here codes require a , parging coat: A parging coat composed of 1 part portfand cement l0 2 parts clean . silica sand shall be applied over exterior foundation walls. Upon completion of parging coat, dampen the surface with clean water^,rnd ply by brush, minimum of 2 lbs. Thoroseal Founda- tion Coaling per sq. yd. (1 kg/mz) to seal the surface. • For masonry or concrete walls, severe water pressure. Aster walls have been thoroughly cleaned and repaired, dampen the surface with clean water and apply by brush an evenly distributed base application of Thoroseal Foundation Coating at a minimum of 21bs. per sq. yd. (1 kglma). After base coat has set, apply a trowel coat of Thoroseal Foundation Coaling at a minimum of 121bs. per sq: yd. (6 kg/m2) or sufficient material to bring surface to level and true lines. Te prepare trowel coat, add 251bs. (11 kg) clean silica sand to each 501bs. (22.7 kg) bag or 301bs. (13.6 kg) to each 601b. (27.2 kg) pail of Thoroseal Foundation Coating. Make sure all applications are carried down to and over footer, taming 1-1/2" (4 cm) cove at the junction of walls and footer. Use Acryl 60 in the mixing water "For extra bonding strength on concrete and masonry walls: Add 1 part Acryl 60 to every 3 parts of mixing water. Limitations Oo not apply when temperature is below 40°F (5°C) or due to fall below 40°F (5°C) within 24hours or to frozen or frost-filled surfaces. Do not dampen walls exces- sively in tat{, winter or spring months for outside applications. II application is made during exceptionally hot or windy weather, finished surface should befog sprayed several limes during the day to prevent loo rapid drying. Coverage As a base coal,Thoroseal Foundation Coating will cover 21bs. per sq. yd. (i kg/m2). Refer to Specific Appllcalions for Thoroseal Foundation coverage. Availability 501b. (22.7 kg) polyethylene lined sacks, 601b. (27.2 kg) steel pails. For complete data, consult circular #24. .' ~~ Technical Support Data Washington Testing,and Engineering Serwce-a cinder block tank was coated with two brush coats of Thrnoseal Famdalion Coaling at a rare of 2.tbs per square yard it kg/m') per coal The lank was filled and observed br four months dunngwhichtime the temperaWre varietl from 35°F p 5°C)to 75°F (24°C) No loss of water was observed Conclusion. Thoroseal Foundation Coating will withstand pressure of water encountered in below grade masonry. Pittsburgh LaboratoryTesl H656536-A-Thoroseal Foundation Coaling was applied per manufacturer's instiuclions on cinder block test panels and lasted for compliance to Federal 6pecilicalion TT-P-0035 Tho+osear Fourdauon Coating passed with an"Excellent Plus" rating The lest was run unollicially at 140 mph (225 km) for i6 hours and still no leakage was detected PAlsburgh LaboratoryTesl X452971-Compression 6225 psi (4376 kg/cmr) alter 7 days, absorption by boiling, 3.9 percent after 5lxwrs', lose by boiling, 0.42%a0ai 5 hours. Compliances:EHA Minimum Property Slardards, V.A ,TLP-0035. '~-1 m;. THOROSEAL~ FOUNDATMON COATING ~~~~~ 7sS-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION iST ( ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING [ NAL :~~-~~~ _ DATE ~ INSPECTOR 17 ~2~ 765-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION i5T ( ] ROUGH PLBG. ]FOUNDATION 2ND [ ]INSULATION DATE ~/~__`J [ ]FRAMING [ ]FINAL .-~, i ~~~~ rss-isoa BUILDING DEPT. ~NS~ECTSaN [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION ZND [/] INSULATION [ ]FRAMING [ ]FINAL .. DATE ~ ~ ~~- INSPECTORS REMARKS: ~-~~~~~,,,~~r 765.1802 BUILDING DEPT. ~ NspECT~oN [ ]FOUNDATION 1ST [ `] ROUGH PLBG. <~ DATE ~ ~" INSPECTOR ~ --_,_ ~r~ [ J FOUNDATION 2ND [ ]INSULATION [~RAMING [ ]FINAL ~ z ~~~ 765-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [~ FOUNDATION 2ND [ ] INSULATION ',G/ DATE ~ INSPECTOR N''~' [ ]FRAMING [ ]FINAL l 7 ~~~ 765-1802 BUILDING DEPT, INSPECTlAN []FOUNDATION 1ST ( ~ ROUGH PLBG. [!~] FOUNDATION 2ND [ ]INSULATION [ ]FRAMING [ ]FINAL REMARKS: i/, L DATE INSPECTOR i 1 .1~T,>+ ws~ f~~~.wd ~i-THE NEW YORK BOARD OF FIRE UNDERWRITERS I'Al:f ) 1UU1453 BUREAU OF ELECTRICITY BS JOHN STREET. NEW YORK. NEW YORK 10098. Dete FlffitfllARY UG,1"~9(I APPlicotionNo.onfile GU67b8R4/H9 N 11.3(19!; . THIB CERTIFIES THAT only the sbetrba/ equipment a. deecrthed 6eloro and introduced 6y the applieawt named an the dwoe appNwtbn wumher in the premises of ~ ~ MK IPiF.ODURF" JAM1:5 .JN., 1419 1N1)lAN NGf,K LA., t'Ol.k K14, t'C:C,tlN1C',. N, V. _ _ in the fdbwinq bcation; ®Bosement ® lst Fl. ®End F6 Section Block Lot coos examined on ') ANUAR Y 15 , 1 V 9f) and found to 6e in compliance with the rsyuiremenfw of thu Board. RXTURE pXTURES RANGES COOKRI6 DICKS OVENS DI EXHAUST FANS OUTIETS ACIEf f W17CNRS IPICAnpESCEM FIUdIESCEM OTHSn AMT. K. W. AMT. K. W. AMT: K.W. AMT. ~ k. W. NAT. X. P. 11 78 1t. 11 DEYEIK RIRNAC! MOTORS p1TUR! App1ANC! RRDlRf SNKIAL RRCri TIME QOCKS RELL Wei 11RATtRS ANRT14UTl1T DIMIAERS - AMT. R. W. dl M. P. GAS H. P. AMT. NO. A. W. G. AMT. AMI. AML AMPS. TRANS.. AMT. R P. ~, p ~T AMT. WAT13 4 I= flRVIC7 DgCONNECT NO.OF 5 E R V 1 C E AMr. AAV. TrPE fir. I w 7w i a tw a,e aw s,s Aw Ho. ~i rcd+o. of ~c cgi+ . uo. or I~FUC a ra. a muTKAU a Faui iN 1 iC)Il CH OTIIRR APMRATU&. I:`;Fif,(RTC,AI. UgItK fUtt 2 SI"ORY~t ~ C.. ('. C, 2.-? _ a aMQKE i?1(1F'.Cit)N:~~T 'C .Po RIUNAS J. HA1.l. L.TC,BLT521]-F: F'. 0. f40X 1lU8 SOlll`fif)1.1), NY, 11't?1 OYIRALNMNAOER 11 Per This grtifitoN must not be aherod in airy manner; return to the oftica of the Board " ..hl ector><., may ba identified their «edeatials. • . TINOT ~ AttiTERlb Bi'ANY MANNHI. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERT ' ~"s - , a ,. :.:. ~ ; THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE; ~ ®_ 16H21 BUREAU OF ELECTRICITY ~- ~ 83 JOHN BTREET, NEW YORK. NEW YORK 10036 CI paw P$$RIIARY 12,1990 APPHcatton No. onple 67205590/90 H 019207 TH18 CERTIFIES THAT only [he sleetrleal equipment w deecrihed below and introduced by the applicant named on the obooe appliatiaA numfAer In tAe premiaw of 'fHK0A0RE JANE5 JR., 141.5 INDIAN NECK i,A., PEl"ONIC, N.V. in thafdlowinq location; ®Qaeement ^ IAt FI. ^ Pnd F1. .Section .Black Lot wu esamined on JANUARY 29,1990 andfound to he in compliance with the reyuirementA O}this Buerd. LTi- RXiYR! RXTURES RANGES tXttNKItcO DECKS OVBiS OBN WASl~S EXNAUST fAN4 - ANS SWITCHES ~LR S INCANDFSCEM ~nUGRESCEM OTHEn MIT. K.W. AMi. K.W. AMT.. K.W. AMT. K, W. M. P. 3 2 3 1 f` DRYERS RJRNAC! MOTORS RITUR! AROANCE IERDERS SMQALRK9T TIME CIOCXS ~ ' WIN IMATEIIS Mlllil-OLITIET DIMMERS AMT. K. W. ql M. P. GAS X. P. AMT. NO. A. W. G. AMT. AMP. AMT. AMPS. TRANS. AMT. N. P. a RT AMT. WATt SERVK.4 DISCONNECT NO.OF S E R V 1 C E AMT. AAV. TYPE 1 X TM t / t\V S A Sw t / AW ~' PER BCOND. Of C CGS NG. OF n.IFG p X41 fi N0. p N[DTKA13 p~ OF ~NWEIITKAI OTNHI MIARATUS: DARK ROON NTRINt;-i 4e~ !M! HARRY HARAI,AH$ON c:. 1115 INDIAN NECK i~AN}: PECONIC, NY, 1195$ OBE/RAE MANAOR o- ~ 1] ~V Psr ' This artificate mutt not bs shared in any manner; return to the office of the Boord if incorrect. Inapsctots may be icMtdifiad by Char cndaotiab. COPY FOR BINLDING DEPARTMENT. THIS COPY OF CERTIFICATE NUST NOT B! ALT !D IN ANY NlAM1ER. ' Q~UI~ W NN A~M R7~~~' ~ ~ ~ ~ ~ ~ ~ k ~~~ ~~~ y Z p m p ~ ~ l,. z~~~~~~ r D N p A ~ ~r~ro r ~~ ~ I p < ~. wm ~ ~. r ~r ~,'. z ~ w ~., w~ ~ ~ 1~ U w ~., ~ In ~~ww ~ ~ n ~ ~• A M ~ ~ `~ D iiiriu° °~ 1 1 1 1 1 1 1 I'A~f z ~~ ~~ ~~~~ £~ M O ~ ~ro~~ ~UiOZ~ ~~r~ M [+] .~ ,~. N n1 ~k l~~~r ~~ ~! nl O ~. ~Y~~NF. E 0 Ii: ~ . ~~ ~ ~ ~ ~ ~ ~ ~ ~ Q~ ~ ~' ~ w u ` U ~~ C p ~~ tt, l y ~~~D ~~ , , , ~ D (a ~ y ~~ ~ y. O ~' ~ 0 0 0 t~° ~~ A ~ ,;. H ` ~ p M l. 0 ~' .:. h " b~ mp p D U ~~ ~ .. j ~j° FORM NO. 1 ~'~ °' °`~`-`'-" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL.: 765.1802 Examined a9'~.~~.. !>!' ..., 19?~$. p Approved S~Q~~. tx:~..~, , ., 19$~. Permit No. ~.~.`~ 1.~~•2.. Disapproved a/c ................................... BOARD OF HEALTH ...........• 3 SETS OF PLANS ............ SURVEY ..................... CHECK ...................... SEPTIC FORM ................ NOTIFY / /1/~y (9 % . / o~J~ / 7 CALL . ... . . .. ./.... . MAIL T0: ................................................ (Building Inspector) 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 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 gremises and in building for necessary ins tions. /f (Signature of applicant, or me, rf a corporanon) .~6/. ~lRft'>~ct~ ~%.... 9?-cygG.t~e .N1~i/?.?.oL • (Mailing address of applicant) State whether applicant is`owne/r,'lessee, agent, architect, engineer, general contractor, lectrician, plumber or builder. ......... ~~~~~.~I.G...L.Q/T.P!9CTO.e ...................................................... Name of owner of premises ....~yEO.~.°.!~L.~...::~~~~~ `y2'' ................ . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. .............................................. . (Name and title of corQp/o~rate officer) '/ p Builder's License No. S`~y: `.r?•~/C:. ?~~.y`~. !.~~. y~ Plumber's License No.#~~~~ ¢.f~7 ....-~~'l ..~'g~~ /~/ a ~'~ Electrician's License No#o? S,o?e~ • , • „ v m .,~,~ c ~ /~~C • '7 ~'t, , Other Trade's License No. "-""'---- I. Location of n which proposed work will be done . ....... .............. /, • . • ~?~ , , , ... . ,/ ... ./.'7/.Sr........ .. ~n/Dl.Rtl.!1~2c-~.~i2r1.2............ ~~cm~,./.~C, ...................... House Num er Street Hamlet ~7 County Tax Map No. 1000 Section ......~~.~......... Block ...... ;~.-, , , , , , , , Lot ..C~.4 ............. . Subdivision ..................................... Filed (\lap No. .............. Lot .............. . (Name) 2. State existing use and occupancy off,~premises and in [ended//use and oc/cupancy of proposed construction: a. Existing use and occupancy ... ~f~l~~!L . ~'~'"I~.;l... ~1%~ LI ~1 G- b. Intended use and occupancy ..... `. !~~. ~• ~-• • • • • • • .... . (luea?Idde3o aznteu~?S) .. I' ..... `b~/ ~-~+Iw~~gW \~/+~.c;~~""~,~„r: j. MMIFiuf~iN~ VIItYN ',ta~y•'f 1,, r ,l ;-' i''~~ ~ ~~ _~ ~(luno0 , ~'.._~ ~~ ~~~nd14~y~1' N ~~ 7~ ~ ~ ~4. ~ ©2 ~iU 4tstia)T . . stgl aut azo~aq of uzomS rr^^-...-«.,,, , ~ 'ql?mazagl PaIJ uo?lca?{ddc aql u? ~{uo) las zauucw at?l u? pauuo,{zad aq ???m .yzom aWl legl P~~~ ,~3?j~4{~~fE,'~S~,ir~ou...st}{.Jo lsaq at{3 0l anal azc uo?lca?{ddc s?ql in pautrluoa sluawalcls IIr. lct{1 :uotlcat{ddc s?t{3 afU ~u( ~~~ ~4(.~ .~i~,~=.y~~~` oNl Pauuo~zad anriT zo wzo~zad of pazuotpnr. ,t{np s? pue `szaumo zo zaumo p?cs do ;~ ~'~ ~a `zaa?3~o alezodzoa `lua3a `zoloazluo0) ...... . , :...~~,l.h - ~ .-~:~ .... ................. . ,, =~'~ ~,,. ' . P~ti. Ty r't,.~ ' •pautcu anogo r. 'u 3~ ~ ~ .,~..`~ . ~ ~ (laczluoa SutuS?s Ionptn?pcn,{o aturN) T ql _.f -..... ,yl ~ rr dap'uzon+s ~tinp 9u?aq .......... .... ..... .... ... . lucal dde a sI a c sXcs u~ saso ,' f.~r ~;12IOA A\3N 30 3.L~.LS j ~i e zaglagM alca?pu[ pus saun:u laazls mobs pue 'paap of 3u?pzoaae uo[lduasa zo za wnu ao •;oI zauzoa zo zoualu? woz suocsuaun at:. ~ P q x Iq Puc laazls an?O •sauq ,il.ladozd 3 p X q las Ip: alca?puI i,pue pasodozd zo ~u?ls[xa zaglagM 'sSwppnq Tiv ~Ilau?ls?p pue ,(Izeala alcao7 _ .'-+ i I inIV2IOVIQ .LO'Id . paiinba3 aq Sem ]imaaa saaasnzy un~oy pioganog 'saS 3I~ " " ON"" 'Sqd,~ cPuE ]an'ispi] s ;o ]aa; 00£ u?q~iM paasooi 6azadoad siqu sI•SI ... L of%~' h-~°/oN auogd ....'~~%jOj+'31.i1 ' ' ssazPPtr ....7r~a'ti+/~6' olaezluo o atue ..... ... o auo ....4~. ~......%~"a'i3~ 03 I.I N ud...... PPd ......,h7tyt.i!/. ~ ' .~>z..a~»Y6~yloalrt{azd3o aun;N L E.v• ~ •• SSBI .. d~' _ • oN auogdd ' garb~,S~/'~a~ssazPPH~~ ~aWy~l' ' ~ ~N~ sas?wazd3o zaumO3o aureN 'bI ot~I .... s?...... sastwazd woz,{anowaz a0. III ssaaxa II?M .................~.~. papez9az aq to r 'uo?lc{n9az zo aaueu?pzo .,tiel 3u?uoz .Cuc aln{o?n uo?lanzlsuoa pasodozd saoQ 'Z I palenl[s aze sascwazd t{a?t{M ut lauls?p asn zo auo2 ' I 1 ............................. aum0 zawzo,d 3o aweN ................'............. ast:t{aznd 3o aleQ '01 ..............t ; ~,%/ . g1daQ . i, ........... • •ri 2%.. , zeal ............ . . ....... ........... ..... , ~~,.. luoz3:lo?,?oaz?S •6 •, ~ ... sauolS Jo zaqurnN ...... ~ .~. lq~raH ..~ ~' ~', 43daQ ..... ~._,,c^'~ ... zeal • • • •r •S•~ • • • , luoz3 ;uopatulsuoa n~au 5zpu33o suotsuaurtQ •g ~'d~Yd'~' -L'-•Pd~ '~ sauolS 3o iagwnN ............... lc 9~a .... zea ~... { II ................5~~,,, • uldaQ ......... I.j~ . • . • • 2I• : " " ' ~.~ ~~ • .. luoz3 :suo?l7 pe zo suo?lezal{c tIl?m aznlanzls awti<s 3o suo?suaunQ .......... O ulda . , ... ~'~t~' j ~/`~~ ..'~.. sauolS Ja .iagwnn{ ....... ~ .. lg8?aH . ~. .........~. ~.....Q. ... f"' zeal ......... ~Zo..luozJ :,Cur.,lt'saznlatuls9upsf a~lo suo?suaw?(I •~ asn ~{o aclrAl yaca,lo lualxa puc azn1eu ,C~?aads',(aucdnaao partw zo p:?azaunuoa'ssautsnq 3I '9 ...........u.y ......1 ................................. szt:a}ozagmnu'a8t:ze83I zoo aca uo s tun ............... p IJ P ' q Suy~amp,lo zagmn ....... N ' ' ' ' ' ' ' ' ' sl?un Sup{amp 3o zagwnu'suq{amP 3I 'S (uo?lcat{ddc sn 3u? r uo ted a o1) .. ..... ........' ............... .... .. aaJ ......................O SOS .~... lsoO P~lew?ls3 •y (uonduasaQ) ...........XzoA~zayl0 ..... ........ uoppowaQ ..............{enowag .............. zceda ......... UOI C!a ....... 2I l lIt' Qo?3!PPV • ......... 9u?p{?na n+aN :(a{q>;a?Idda yan{m gnat{a)yzon~3o am1cN '£ 'i . .~..r a.i .....,~... i I 1 4.. i i b.., ~ .. .,.... ..~ I v e ~ ~ f i i `._ ..'.. .`.. ..... t i _ , .~ ... _~... .. j..... i_....... _ ' a Y m w m ~ i t ~~ i ~ .. . ~. i .....h ~t-,. i . i........~ ... ~, t. .. ! ...,b., ~~ .~... o ~ p i I ~ I i i I Il ' ' ; e ~ [ Q Y W '? I{ I i'' 11 ~4 w~It~J ~, it~.. + +y++ {{ t fr r 1 ~i)~l' ~ ~~~'1' Ff"I~~~ ~iy ~ (~~I ~' ....~ ~'± ~'' ~it!a~~l ! i~~ O t=i! U c=1 On