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HomeMy WebLinkAbout3785DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 83.06 -1 -7 BOX 29 03785 a I Is I I'm lo -loor No, so 4 No I or I Is J go I 14.4 0- Tri-l- rl� ll . 03785 PUTNAM - COUNTY DEPA Division of Envirohnienti/:00+ th'; 3EALTH ENGtNEER MUST i " Y 10512 PROV IbE PERMIT Located at S Tax Map Block Owner V���glv��a1 /.Formerly. Tax -Map Lott. 1i - �. S,unbd�: Lot p 2 Separate Sewerage System built by AMOK Cif 4A Address Q '` ® FQ`�^�ft \y Consisting of "In pal. Septic Tank and Other requirements 57, 1 7C18r` NQ-MS Water Supply: Public Supply From a Private'SuPP1Y Drilled 8Y1°q�r`�CS�'f� 1� i Address. 3 Building Type ��� *^ "�`� No, of Bedrooms Date Permit Is�\ssued Hai Erosion Control Been ,Completed) ©' Has garbage grinder been installed? IT't� I certify that the system(s) as listed serving.the above premises were constructed essentially as shown on_the plans of the completed work ( copies of which are attached), and in accordance with the standards, rules an regolatione, in accordance with the filed plan, and the'permit issued by the Putnam County Department Of Health., A Date %1514b Address Any person occupying premises served by the above system(s).shall promptly,take iuchactl conditions resulting from such usage. Approval of the separate sewerage system shall be available and the approval of the - private water supply shall become null. and void when -a. subject' to modification or Change when, in the Judgment of the'Coininissionei of Heal Date BY P.E.» R.A. License No. 93739 ras may be.neceasary to secure the correction of any unsanitary me null and void as soon as a public sanitary sewer becomes ublic water supply becomes available. Such approvals are such.-revocatlon, modification or change is necessary. J. 0 VIA Title h Owner or Purchaser of Building Section Building Constructed by Block SprnA 6Sai VDU\ Location - Street Um0.'ft.yJcme� Municipality - Po;�jAe ceJ-e, -c e- Building Type Z Lot �. Subdivision Name 24 Subdv. Lot ## GUARANTEE OF SEPARATE SEWAGE SYSTEM I represent that I am wholly and completely responsible for the . location, workmanship, material, construction and drainage of the sewage disposal system serving the above described property, and that it has been constructed as shown on the approved plan or approved amendment thereto, and in accordance' with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his success- ors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of initial use of the sewage disposal system, or any repairs made by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occu- pant of the building utilizing the system. The - undersigned further agrees to accept _as._._conclusive tjhe determin- .a-ti:oirr-oi -the Dirctrtor- ie- Di v'-i-s- iorL-, of•- Environmeni;a1--Hea1 Yr-Serv-icePs of the Putnam County Department of Health as to whether or not the fail- ure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system. Dated this day of f-% 19 Signature " ly Title RT�G(4 I r'� /+e- -t n *-e i(b Corporation Name if corp. U Address THREE (3) COPIES ARE REQUIRED WITH THREE (3) COPIES OF FINAL PLANS BEFORE CERTIFICATE OF COMPLETION WILL BE ISSUED. GUARANTOR IS REQUIRED TO FILE NOTICE OF DATE OF FIRST USE OF SYSTEM. Division of Environmental Health Services, Putnam County Department of Health WELL COMPLETION REPORT PUTNAM COUNTY :DEPARTMENT OF HEALTH Division of (:nyl►onttnAtel Health SatvioN ' COUNTY OFFICE BUILDING - CARMEL, NEW YORK This report is to be completed by welfl•4ler and submitted to County Health Department together with laboratory report of ;,. ,, • _analysis of water. sample ind,icatirm .rster_is of satisfactory bacterial equality before certificate of construction compliance. is issued. REPORT MUST BE. SUBMITTED WITHIN 30 DAYS OF WELL COMPLETION OWNER NAME ADDRESS IODATION OF WELL o. rreal (Toren) (Lot Nenoor) ►ROPOSED USE OF WEII BUSINESS J� DOMESTIC C� ESTABLISHMENT ❑ FARM C� TEST WELL SUPPLY ❑ INDUSTRIAL ❑ AIR Q OTHER, ❑ CONQIITIONING (SpeslfY) DRILLING ECUiPMENT �( ❑ COMPRESSED El CABLE OTHER L�J ROTARY AIR PERCUSSION PERCUSSION (Specify) CAfING..........E..:..TH DETAILS LENGTH (feel) (f......._. _.f'... -.._ OIAMETER(lncAes) WEIGHT PER FOOT 0 THREADED ❑- WELDED •:. YES NO UTED? yes r NO YIELD TEST .., HOURS,:;.,- ,G.LM , ; D SAILED ❑ /LIMPED � COMPRESSED AIR YIELD WATER LEVEL MEASURE FROM LAND 'SURFACE— STATIC(Specit Uel) DURING YIELD TEST fleet) . . , DepM of CanpksNd Well V '1 In. fast blow fond surface:.. 2-Y SCREEN DETAILS MAKE =CMA EN TO AQUIFER 0001i SLOT SIZE DIAMETER (Inches) IF GRAVEL ► ACKED: Diamebr of well indudino, gravel pock (inches): I TO pool) Milli FROM LAND SURFACE FORMATION DESCRIPTION Sketch exact looatlon of welt with /4fMQ11, to at Hut lwo panfatnnt.landarp)Re. FEET to IFFY —1a r If yield wos tossed of different below FEET GALLONS PER MINUTE DATE ELL C9MFLfTtQ GATE OF REPORT WELL DRILL Ipn +tun' µ Yorktown Medical Laboratory, Inc. ALBERT II. PADOVANI M.T. (ASCP) Director _.,..;_ - -. _. - _ P.O. Box 99 201 Buttonwood Avenue .. 321 Kcar Strcct (Comer of 202, across from Hospital) Yorktown Heights, N.Y. 10598 Peekskill, N.Y. 10566 (914) 2453203 (914) 737 -8777 495 Main Street (Across from IJoyds) Mount Kisco, N.Y. 10549 (914) 666.3335 V THE MEANING OF THE WATER ANALYSIS REPORT Stoncleigh Avenue (Corner of Drewville Road) Carmel, N.Y. 10512 (914) 278 -9330 This statement has been prepared to help you interpret the WATER ANALYSIS REPORT you have received. The. purpose of this examination is twofold: the determination of. the total number of bacteria present and the specific determination of the presence of members of the COLIFORM group. The item BACTERIA per ml is a measure of the total bacteria present. One quart of water contains 94G ml. One ml of water is added to a nutritive medium which acts as a source of food for the bacteria. This portion of water sample plus medium is then incubated for 24 hours at 377C. At the end of that time, the organisms which have grown and multi- plied are counted. There is no limiting value for this determination but it is of interest in judging the sanitary quality of the water sample.. The second determination, the COLIFORM GROUP is of more importance. This group includes several species of bacteria which are, more or less, normal inhabitants of the intestinal tract of man and many other animals. Conse -. quently, they are found in tremendous numbers in fecal matter and sewage. The organisms of this group are usually. not. - -, dangerous in themselves but, when ..f.ou_0d'. they .do - indicate potent-ial!•� IJarigerous caYttai�iinatiori since 'sewage at any dime might carry pathogenic or disease producing organisms. The source of this contamination might be a sewage system which is located close to a well or spring. It might also result from failure to protect the water supply from surface drainage or contamination or the entrance of small animals. Any time a water system is repaired or opened up it should be sterilized by the addition of chlorine in some form before being returned to use in order to eliminate any contamination which might have been introduced. Our test is done by "MEMBRANE FILTER TECHNIQUE" or MFT. A negative test is indicated by a value of LESS THAN 1. Any number greater than 1 indicates the presence of COLIFORM organisms and is reason for stating the source of the sample is not satisfactory. The test requires a minimum of 24 to 48 hours and very often 72.96 hours. It must be understood that the results of this test apply to the water source only at the time of sampling. Unusual conditions, such as heavy rainfall or drought, flooding, changes or additions to the water system, installation of septic tanks or cesspools to the nearby area might all have an effect on the sanitary quality of the water. Consequently, analyses should be made as often as circumstances warrant. soo -d Yorktown Medical Laboratory, Inc. LOCATIONS: V 321 KEAR ST., YORKTOWN HEIGHTS, N.Y. 10598 245 -3203 321,.Kear Street ❑ 201 BUTTONWOOD AVE.. PEEKSKILL, N.Y. 10566 737 -8777 Yorktown Heights, N. Y. 10598 ❑ 495 MAIN ST., MT. KISCO. N.Y. 10549 666.3335 „ (914),245-3203 - _ _ ❑ STONELEIGH AVE. (NEAR HOSPITAL),_CARME,L, N. Y - 10512 278.9330 ' _0000._. -.' .:;:. .. _ 0000.. _000.0 ....._,.� .. ;_000_0 - -- Director. Alvert h: Padovdi Af T. (ASCP x 0000.. 1 DATE TAKEN: DATE RECEIVED: DATE REPORTED: 21560 f 2 tAV"�� Gl �' SAMPLE SOURCE: L ti •• O N , Cie L J REFERRED BY: _ Collector: LABORATORY REPORT mg /L ❑ ACIDITY ............................ ............................... ❑ ALUMINUM ................................ ............................... ❑ ALKALINITY i P= ................. AA= '...................... ❑ ANTIMONY ................................ ............................... BACTERIA, TOTAL /mL ........ . ....1.• ........................ ❑ ARSENIC .................................... ............................... ❑ BOD, 5 DAY ............................ .... ........:................... ❑ BARIUM ....................................... ............................... ❑ BROMIDE ........................... ............................... ❑ BERYLLIUM ................................ ............................... ❑ CARBON DIOXIDE. FREE ..:......: ................ ❑ BISMUTH ............. ............................... ............. ....................... • CHLORIDE ............................ ............................... ❑ BORON ........................................ ............................... • CHLORINE ............................ ............................... ❑ CADMIUM ..... ............................... .......................0.100... • COD .................................... ....................0.......... ❑ CALCIUM .................................... ............................... ❑ COLOR (units) ................. ............................... ❑ CHROMIUM Itot.) ............................ ............................... • CYANIDE ............................ .........................0..... ❑ CHROMIUM (hexavalent) .................... ............................... • DETERGENT, ANIONIC .• .......... .........0..................... ❑ COBALT ..... ............................... .......0..........000.......... • FLUORIDE ............................ ......................0........ ❑ COPPER ...•................................ .....................:......... • HARDNESS ............................ ............................... ❑ COLD ........................................ ............................... • MPN COLIFORM COUNT/ 100 ml ......... ❑ IRON ........................................ ............................... -0' iF 1' COLI FORM COUNT/ 100 ml ❑ LEAD ❑ CONFIRMATORY TEST ... • ........ ............................... ❑ LITHIUM .................................... ............................... ❑ NITROGEN, AMMONIA ............ ............................... ❑ MAGNESIUM ................................ ............................... • NITROGEN, KJELDAHL ................... ❑ MANGANESE • NITROGEN, NITRATE ........ ❑ MERCURY ................................... ............................... - _._ _�U.NPTROii`EN- ravtl�i�` .- ........... ............................... - ❑ PI LC' ?cEL- ......:.......... ........., .,,........ •e .,.<. y. _. ❑ ODOR (units) ❑ PALLADIUM ❑ OIL & GREASE ........................ ............................... ❑ POTASSIUM ................................ ............................... OpH11I i t 3 ❑ RHODIUM ..... ............................... .0.0..0.....0.................. • PHENOL ............................•... .....0......................... ❑ SELENIUM .............•...................... ............................... • PHOSPHATE (ortho) ................ ............................... ❑ SILICON ...........•........................ ............................... .❑ PHOSPHATE (condensed) ............ ...0........................... ❑ SILVER ......:...............•................. ............................... • PHOSPHATE (total) ..... ..• ........ .......................0....... ❑ SODIUM ...................................••... ...........:................... • SOLIDS, SETTLEABLE, m1 /L .... ............................... ❑ TIN •........................................... ............................... • SOLIDS, SUSPENDED ............. ...........000........0........ ❑ ZINC ............. ......................•........ ......0000..................... ❑ SOLIDS, DISSOLVED ............. ............................... ❑ .......................... . ............................... ...:..................... ❑ SOLIDS,TOTAL ..................... ............................... ❑ .................................................... 0.............................. ❑ SOLIDS, VOLATILE ................. ............................... ❑ REMARKS: ................... .•. .............. . 0..00 ............ ...0.......... ❑ SPECIFIC CONDUCTANCE (uhmo s / cm) ..........0000. ❑ .................................................... ............................... ❑ SULFATE ............................. ............................... ❑ .................................................... ............................... ❑ SULFIDE ....... ❑ ............... ❑ SULFITE ............................. ........0..................000. ❑ .................................................... ............................... ❑ SURFACTANTS ... .............. ............................... ❑ ................................. .................... 0000.............•.•........... 0000 ❑ TURBIDITY (NTU ) ............... ........0000................... ❑ .................................................... ............................... THESE RESULTS INDICATE THAT THE WATER WAS 64,'0 OF A SATISFACTORY SANITARY QUALITY WHEN THE SAMPLE WAS COLLECTED. THESE RESULTS INDICATE THAT THE WATER DI MEET THE SATISFACTORY CHEM- ICAL QUALITY OF THE NEW YORK STATE ADMINISTRATIVE RULES & REGULATIONS, DRINKING WATER STANDARDS (PART 72) FOR THE PARAMETERS TESTED WHEN HE SAMPLE W S COL TED. N/A = not applicable. . - - -. -. / / 900 -.V . -- j 1 5.30-00 -00 ^W 132 30 + • i .. _ .. _. r F� f ro. r, v r: Or • , a n f' fi j i t y >tr y r w� ;td' 3 '�•f �+et� � �, t i a� Y 4l P '! °ir0 AREA 1 303 V 'crest p es sJ Ft syY. yy 1 ,�s ,;A .y '�•1'� F 1 G Ck •'� 9 P ,I. Sep'rgfton Distances (ft.) A �kn <� t, +' Q . N r 45 49.5 94b S9 S 44 49. S2 *. . B (r' i S4 59 6a fiB 71 i ; � f V 1} J• v�l Wr4 j ' Chs Is t0 Qerti#j6 theft tht #t+rta910 Qlsposo� systaen rras n , u P I � Fa 7 .tl e f t rMonstrpted asIerdeeatefi oN thle pYan and #hat rcth>��r+ 4 M at system vrasw >aas�ecttd by me Qe #or# t 'wos ca�tr- 'z yE 1, ,y .tee . 33 a' ad Over. ih@ 'system vas, str"011s ruc ?ate i i' "'�iCGOr�tf�lCe r with alI• �tha �uleia and '`ra9niafons of the t'uteweti Caner F # a ty DepartmsM �# FNatM " 1- A �I prof rty 'Pc I r4 t .t i P Frederick k Zent 4 I " .292 Matn'';St, h non ` 1 10 S •` 1 ,y { 1 cr .:} — 7. 17 ' a •-, Fvw'r, tr' I12 .�( 1� +a. mue 1 1 tl rI 113 Im"t y e. + i... �^ try '� � � t .. � � � Y �'.� : ,} '. 1 ": d ✓, x '� + it � t � A •'n ... P h rg 1 S W I ..1 1 i h1 fi �` Y rt •� k x 11 +� d Y { d"' r v i �, r a�� � vA �r �,i a � ;,." P r� a•. rt •'� OWN'' O PU TN4 VA JAN' 5'19 y'+1 F _M LLEY 86 .. PUTNAY COUNTY,, NY SCALE. ,1 PO { t� Ov to- f il ® 'utni m County Department bfAA&3th �( ` I ''Di vision of tnvironmental %ealth;Serviccs N 30- 00-,00 E 100 00 ! t + t t •'( 5 ?+ J' LEGEND �pproveiI as noted for conformance vi hh yr u V applicable Rules and Regula ions n {'t C3 } s ,fm p oAk Pa #nam County Eealth Depart aeaL .r 3 .. }Y �, O DI feibvtlOA '�BOq N ?M ,• > �y�ArA �j �hY� �� � C ! } 4 1 SPROUT BROOK a ni w r t } ..I � w a � ° � 6 . � � � � t p, r � �� t s, r y� r �! ; r ➢ r i q.� s r r 'S �a Y c a .0 1 p.` _ >qt � r � W M t i� - _...d - - d _ •ff �`9� �: -� // r_ r PUTNAM COUNTY DEPARTMENT OF HEALTH - •DIVISION;OF ENVIROUAENTAL HEALTH SERVICES INDIVIDUAL WATER SUPPLY /SUBSURFACE 'SEWAGE DISPOSAL SYSTEMS FIELD INSPECTION REPORT t • DATE: " INITIAL SITE INSPECTION %S YES NO COMMENTS' Property lines or corners found ..................." Can estimate house location ........................ Will driveway need cut ............................ Must trees be removed note these........ ...... Deep hole representative of entire SDS area........ Additional deep holes needed ............ < ......... Sufficient SDS area available considering driveway cut, house location, separation distances,etc... Adjacent wells/ septics ............................ Z1 r.'.o�+�+ i-� r�rrrv�c�cr7 �.ml l l �r.�i -i �r� ��r ilri � � i s•�e•e ' D.H. 1 Lot Depth to G. W. Depth to rock Soil llescri 0 -ft. 3 "'ft. 6 ft. 9 ft. 12 ft •; D.H. 2 Lot Depth to G.W. Depth to rock 0 ft. 3 ft. 6 ft. 9 ft.' 12 ft. D.H. - Deep Hole G.W.- Groundwater D.H. 3' Lot Depth to.G.W. Depth to rock 0 DATE: FINAL SITE INSPEC'T'ION INSP.BY: _ House SSDS located per approved plan ............. Length of trench measured Z.sD Width of trench average :z f Slope of tile line and trench acceptable......... Roan allowed for expansion trenches........:...... Over 100 ft. fran swamp,.watercourse ............. Natural soil not stripped or SDS area unnecessarly graded ............................ .10 ft. maintained.fran property line and 20 ft. fran house..: ..................10...... Distance well to SSDS'(ft.) ...................... Number of bedrooms checks.` ....................... Stones, brush, stumps, rubble, etc., greater 15 ft. fran nearest trench ................ 15 t. of peripheral soil horizontally ram trench ..... ............................... Boxes properly set ............................... Could surface runoff from driveway, roads, ground surface, etc., channel near SDS area.... Does lot drainage appear OK in area of SDS....... FINAL GRADNG OF SITE ACCEPTABLE .................. rev /9/85 / YES ft. 6 ft. 9 ft. 12 ft. / D.H. - Deep Hole G.W.- Groundwater D.H. 3' Lot Depth to.G.W. Depth to rock 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. ®i �ii I PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL 4kALTH SERVICES Date Re: Property of b- Oft ke- J. eta- \ \V�-N te ao�i IV -Qiw Located at Is F OY, \MV \)A-"EVSection--7'W Block 1 Lot Subdivision of 'ra- SuUdv. Lot # Filed Map Date R.. Gentlemen: This letter is to authorize duly licensed professional engineer ' or registered architect (Indicate) to apply fora Construction Permit for a. separate sewage system, to serve the above noted property in accordance with the standards, rules or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said -sys tem.: ex..isy.s± th-the-pndvi s ion.s-&-,.f - :-Axtdc-L-e .. !A!-L. -x; 147, Education Law, the Public Health Law, and the Putnam County Sani- tary Code. CotmjLersigned4: P'.E., R.A., # 93736 I Zck-L Address 265 - 401% Telephone Very truly yours, Signed 4 wner of Property 10- Address C h +V Town Telephone PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES COUNTY OFFICE BUILDING, CARMEL, N. Y. 10512 - DESIGN DATA SHEET - SEPARATE SEWAGE DISPQSAL SYSTEM FILE NO. Owner : a, �;.t �� Address zi E. -Elm Sk- C i ;l P N - INI Z Located at (Street ) See. Block 1 Lot 2 n ica e nearest cross street) Municipality Watershed «�5 SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS Hole Number CLOCK TIME PERCOLATION, PERCOLATION Run Elapse, Deptft to Water WaEer Lev-e ` No. Time From Ground Surface in Inches Soil Rate Start -Stop Min. Start Stop Drop in Min. /in drop Inches Inches Inches r. 2 D10 r z i 3 4 Notes: 1) Tests to be. repeated at same depth until appproximatelyy equal soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole. �oY TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION DESCRIPTION OF SOILS E� NCOUNTERFD IN TEST HOLES DEPTH HOLE NO. 1 HOLE NO. HOLE NO. G.L. 611 12" 181 2411 30.1 .. • x+21' 4811 5„ 6011 7211 8411 � INDICATE,LEVEL AT WHICH GROUND WATER IS ENCOUNTERED —0 INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED — O TESTS MADE BY ,1P►. Z ,V�L . Date 41,(15' DES G Soil Rate Used MirVi "Drop: S.D. Usable Area Provided No. * of Bedrooms. 3 Septic Tank Capacity k °w Gals. Type Absorption Area -Pro de`d By r oR Etl K Name. C>f.Ncw Signature Address 2a't. +A&,— SEAL o fJ THIS .SPACE FOR USE BY HEALTH DEPARTMENT ONLY: CFO pROFESS��N��� Soil Rate Approved Sq. Ft /Cal. Checked by to DEPARTMENT OF HEALTH Division Of Environmental Health Services T10 Old Route Six Center, Carmel, New York 10512 (914) 225 -0310 March 31, 1992 John H. Landi 222 Sprout Brook Road Putnam Valley, NY 10579 Re: Proposed addition - Landi 222 Sprout Brook Road (T) Putnam Valley Dear Mr. Landi: JOHN KARELL Jr., P.E., M.S. Public Health Director I have received and reviewed the plans for the proposed addition to the above mentioned residence. The plans indicate a family room (24' x 12' x 20') Kitchen (16' x 12' x 20') is proposed. The survey indicates that sufficient area exists to expand or repair the sewage disposal system, should it become necessary in the future.. Therefore, based on the information submitted, the above mentioned addition is approved with the following conditions: 1. The total number of bedrooms must remain at three without prior approval by this Department.. r`. °2: `The area of the existing sewage disposal system, and its expansion area, must be maintained. 3. All plumbing fixtures must be replaced or updated with water saving devices, i.e., low flush toilets, restrictors for shower heads and faucets, etc. Approval is granted for sewage disposal only. Any other permits or variances required are the responsibility.of the applicant and the jurisdiction of the Town of Putnam Valley. If you have any.questions, please contact me at your convenience. Ver truly yours, Robert Morris Assistant Public Health Engineer RM /jp cc: BI (T) Putnam Valley _____ a _ { 7-77 T1 M01111.9M LAP 12 -WWI* MI) V v 1 r z 13v00% PY ,N /F. ENSHELL PROPOSED 3 GDAW RESIDENCE \\ - � ` �' � s�u1wY seV1iC -224' 1. Z"k .5d m,sepfic iiewal-, proposed 4� NOT L proposed drive 4. Footing Houbs root ptuo Appf ova :,j T. No h1J, 8. No GAik e2o, 6. 9. Allw c;." 10., + to 6eplic .system G, N 50-00-00 E 10010' A134 A&Le -5— In q �L A t i4 j 41.0 . . . . . . . . . . . . . . 0 12 A kI flon or !! '14ii'1flcou 0'. p,s,d i 0 A10 0 (SAdjoiner's % Well In SURV lfow 30 00 00 L ; - 0 A OVERHEAD ;VROIJ I (Aspholfic Concrete) BROOK ROAD (A/?(/A CANOPUS HOLLOW ROAD) ANTI 10 T;"-: A.: ](;:J.. R sm GUARA y. RGP VINGS No. ms a I Imp, 6-t; .0 KIEL ,%I wN OR ADD►TIP-4 TO •rniq FITRVFy MAP VARACRAPF1 7, jil, 1-111i Nr W ` to f ' 4 -_ �S�• .- � fir:. � ` f1.!`�ir' rJ ?t f f / W .L 3• ..J,t, e EX/S11,7 V1'ucle 1�e�✓��Gr,4DE , i see Seci "Of? �-1 1 i oofinR =See Secf�orl I� -,2 . _ cJ �` a I F; #A0; i ,r i ♦ _ _ Y jr f �I - a ' .. .. govt . � ! ` �✓ v •v V P P/ !' fl 1; Y s Ll ro IV 43� TAM i LT .3 /06> 0 , ll�ul gyp! C �i � I iffy II I I Iii T- G,-O', _L_ 6' -0^ I SECTioN D -I 7-o u.rldd F»0 4 cone. �rade( - - i u � e�9bl+•4b �... ....... - -- d�ainpp��e c (;,-ade i 'ILI S �'�7' !O �i D^ � c jr Roo Beards 3'/8 x 13 1/Z ....... ... cork, bloc.► , o"x lo"— i 4" I L Pol /I. 0 HER PLYWOOD `), 1X6 4tla (D Z a a U. to x N LL O EIO m O t- tI O O J tL 03 7 U) IL O a O t- v m to t in I...'f WOOD 1 i' TGG SIDING INTERIOR LINER #700, 1/2' PLYWOOD EXTERIOR DOOR SCALE: 1' -1' -0' NOTE: CAULK ALL JOINTS SUBJECT TO AIR INFILTRATION. SUCH AS AROUND DOOR 6 WINDOW FRAMES AND BEAMS PROTRUDING THRU EXT. WALL SIDINGS. h 1 S (!1 2 M a DOOR UNIT c PER PLAN -,/ x N #632 -C CASING p I O H O F m O O W m tL O a 0 v m to t ID #697, 3/4' PLYWOOD EXTERIOR DOOR SCALE: 1' -1' -0' NOTE: CAULK ALL JOINTS SUBJECT TO AIR INFILTRATION. SUCH AS AROUND DOOR 6 WINDOW FRAMES AND BEAMS PROTRUDING THRU EXT. WALL SIDINGS. h 1 S D4 INTERIOR LINER I" T&G R.L. SIDING —0700. 1/2" PLYWOOD JOB CUT 0429. IX6 -EXTENSION JAMB WINDOW UNIT PER PLAN Z —CASING 1632-C a: U. N 0 Hp O X O O IL m U) rn to 7.•3/4' PLYWOOD IIa LL, WINDOW A SCALE: V-1*-0' NOTe., SEE 'WikDOW DETAIL SHEET' FOR FRAMING G INSTALLATION DETAILS OF WINDOWS. I" TGG R. L. -T SIDING ------ --- EXTEF SCALE NOTE: CAULK AL. AIR INFI AROUND [) AND BEAM