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HomeMy WebLinkAboutBLD-17-005721SYSTEM PROFILE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE TOP FOUND. EL. 15.3' FILTER FABRIC OVER STONE MINIMUM .75' OF COVER OVER PRECAST ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER SYSTEM MIN. 2" WALL THICKNE55 PRECAST H-1 WATERTEST D'BOX FOR LEVELNESS BLOCKS OR RISERS (TVP. 4" OSCH40 PVC MORTAR ALL PRECAST RISERS 2'0 H-1 U PIPES LEVEL 1 ST 2' �ENDS 4. COMPONENTS (TYP.) SIDES 11.6'* 10" 1500 GAL H-10 1,}" P000�oe 000000aoo 10.89' TEE SEPTIC TANK TEE o ° ° ° ®�®® n ®��� oo°o�o — — 000 'o°�°oo 10.64 :. o °o°°°° o 0 0 0 0 00-0 0 0 0 0 'o°o°o°o° 0000°o ��I�a�a�a����® '0000000° GAS BAFFLE .., 0 0 0? 0 0 0 0 0 0 0 o 0 0 o � = 11 0 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��0�0�®�I®®�0 0 0 cl�������®�® > o 0 0 0 _O�OnO„O,,O_ N'°O°O°O°O al�l�a®I�IJ®®I�a 0 0 r o 0 0 0 >°o°o°Oo° D 0 0 0 O O o0 0 o CaOM M������� .00000000 ' 10.4, ,°°010,0° °°°°°o 4' LIQ. LEVEL (ACME OR EQUAL) . 1 Q rJ7 °o°°°°°O 0000°0 O O O O J Do000000000o0000000o0o0 o0000;opo00000000o0o' "••� 000o0000.00000�0,0,00000000000,°0000000°,0000000° 6" MIN. SUMP 12" MIN. INT. DIM. LH -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' COMPACTION. (15.221 [2]) O ori (1.7 % SLOPE) (--L-% % SLOPE) (-!—% SLOPE) FOUNDATION 42' SEPTIC TANK 7 D BOX 12 LEACHINGFACILITY _ 3.3' ADJUSTED GROUNDWAT *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM LEGEND- - 99— EXISTING CONTOUR X 99 1 EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. _ TH1 MIN. SIDE SETBACK TEST HOLE 2Z; SLOPE OF GROUND Q� UTILITY POLE 4 FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 3/8/17 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. o„ Q 12.0' A LS 1OYR 3/2 7" B LS 2391 1OYR 5/6 10.1' PERC C FS 2.5Y 7/3 G—W ADJ. DATA: WELL: M I W 29 ZONE: A ADJ: 1.8' 144" 0.0' GROUNDWATER ENCOUNTERED © 126" EL. 1.5 BCE #17-047 NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 13' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND 0 Scale:1 "= 20' 0 10 20 30 40 50 FEET St. 0\6 % �arnin o 5 � �• Locus unset �• aw t m• � o Cb �o oar � a 5 � 0 Q, a e pr' Bch S"°r NaSot und LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 42 PARCEL 75 SHALL BE REMOVED 5' BENEATH AND AROUND THE ZONING SUMMARY PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN ZONING DISTRICT: RS -40 RESIDENTIAL DISTRICT SAND. LIVING ROOM KITCHEN BEDROOM I I BATH BEDROOM BEDROOM BATH PROPOSED FLOOR PLAN NOT TO SCALE Yarmouth Health Department PP VE? 7 N me Date OF Mgssgc•S ��S OF MgSSgC\� DANIELA. Gs �o�' DANIEL yG�\ o OJALA CIVIL "' .i OJALA No. 46502 -o � ,o No. 40980 „ P SQ, cGiSTERa� Ga�c&SS\Oa DATE DANIEL A. OJALA, P.E., P.L.S. MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% PROPOSED BUILDING COVERAGE 13.8% SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD BOTTOM 30 x 9.83 (.74) = 218 GPD TOTAL: 454 S.F. 336 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' BETWEEN UNITS , MA APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 25 MORNING DRIVE SOUTH YARMOUTH, MA PREPARED FOR BILL FARRINGTON DATE: MARCH 9, 2017 REV: APRIL 19, 2017 (TANK LOCATION, DECK) off 508-362-4541 fax 508-362-9880 I downcape.com down cape engineefing, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-047 FARRINGTON.DWG sc)'_I57 (: � o Ct4. ieN C1 .j h i X L -C ;u";;,'1'f- ' - _' _ {- I'll, < y ,rt77 4 , , __ - _.r._ r. -__,_ I N_ _ - - __--... . _ _ _ —.,, ` I I ", ,1i\� ` J C. i ,h�eL •fr" _"- •\ M ..J i i i-,.l.j, �4 ,._, . ,. .,., ---..__. I i £ t" - t ------I—=--------'-----' .. _.r. - _. ­ _ __ It i { j ` P : I `~ :y i t £ £ i f i j! , : v r L" Jr ti/ , , i is 'j : �s , \' r _+� ,�'') Cil", T"('f ,; 'e' Cj v _ C; _ CV,C .rj _. '!_ 1 li i t _�� __ + , I - i. ' . _'-_-1_____11-___-__ 5 i I 1 .),,..- -.,,-- �._d_.. i i 1 I ', T" . .. 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C i _ I _ 1; i — _ = _ i I __, _ - 11 i 14 ¢ r:. _ s _ i r __.. _ I I f , ; 1I .. .I TOWN OF YARMOUTH rI i:' „ :t .. 9i REVIEWED FOR BUILDING AND ZONING CODE COMPLI- o , i : ` , !;. i is E; ; ' i, -`i^- _. _ ..,j', {- ,i , I( , , ,, _ _� _ r, 11 It_ .__ _ __..._ :'_ - _,__,__._ _.'._--___. _,.. --- ERRORS OR Oti,1dISSiONS DO NOT RELIEVE THE 1 :—. �__ _ _ w — if i; 1 r l ;, !� h� - - - - - - - t I ; I i , ; _ .___ _.__. �, _ APPLICANT FROM THE RESPON IBILITY F ” ! . t-_, i , I; ,; I u fi S 0 ASBUiLT , _ ...._i .a.,. I . ' ' $ ! r ,tom• (..•J ',#w .. Yd ' - - .- –; ._. .�, 1 OMPLIANCE. t , '. .. „ , . .., , . '•.,r+. .,_,,,, " S : 4 c s ! :' 1 i I i _. V.�'. _. 1;r_ _ .;j,._ - _ '%.__......_ _t + : s.� i _,< , _ .- 1, _ w - _� _- ._�a _. _.,..__ -� w , isl _ �, __.__. i ,: .. DATE: _ . I: (��� 7 r , 1 '1 I: I' " �! 11 r -- - v ( I' I I Ij ;i '•j' UILDINGO ICTAL ,� I - I I ' I S ; I ,, E ; ! : ; ';._ ; t,,.___-1___1__-__-__! ____.. _- -. I �j-i ' . i I ( i 1 I • _ ! ' I t t ' 3 i '. t . 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A CERTIFIED A I . , TIF S BUILT iS REQUIRED ; 11�� < , n � ..; I-;, k 3 . � _ .: {,,;__ _'_7 __1 ___-___ _f; ";" - _ INSPECTION , �- - - 1 ORE FINAL _ i, ;— 1 { v i f..;. .- .c_..Y..«...,.<..,.,w.._. ..._-.. ,,,,,..--_.__ ___.._,._.- ,_.. , _ !rf - +� — -- — _ r � ,v�.t X44 J l. 41 `` +t._tn'r t i -J r,� _. 4 I I/ I !� ,� _ t 4z,--- --. _ _ m_ -m- _ ; Yarmouth Health D !`'V:' i-•C"C,� } /C , t �_,t_y 1 : 11 . if _-_ _ .,�._,_�__.__ _ _ . I'i 41, Department , �. .y r a v. I I 1 ; F. I "� AP as j . .,. a �n 11 I .,;. _ � j x'to I i 1 .( F 1 ; e_ (.,-i r.. 'r 1 -1a '_ " , i ' ' j r r ; *aj<.. • ; _� Name Date 4 t e [ 'i" t e:a 6 ,_ __.__... .,__.. t t. , I i - - - , , _ " 11 11 : 1 � i' I . K' m + ., w;. a y j._ ... j s 1� [ • w - i.�Y t }..: Y. i i! 1 1 .. .......i....w.,�. y� .�'..`S.. ~`. i ..I;,,. Y .. _. -,v-.. .-_,..........,......_,..e_._,-w...n.«_..<...�e--,..,.,.-e.,.,.,. +._ ._ ._. ' },:_ " { b .: It II o a ' i _- . _ _ _ .. ,_._ . .. _ .._ _. 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' < ,,, . , _..._,. _,. .•-,.,.. ®.-__.x -,- ,.,.-.,_. - ,-..nw..v- s.....a•w,.- -w 9t 1.+.. eM. ! �a - i , �. , r _ r t{ -t _ - : _: , - 7'14-23 � 7 3 I�_ ^� t , „ I 1 .4— — ...- - - _.- 1 -6 — _­­­ , �- �;'? �' -. � '�-'_'_ 6'�r - `` ( J. , (g) op i t f1r ' ..-._ - - : .wP � . _ I I'll .___ - .. _. _ _ _ _, . _._ _,. _._ -„___,- a._ ,'____ ______ . 1. _„___.__-._._. - ___._ _6' __.____ i6 � ( jw)106) I .we.mw...}�_,-�.-. ..- ._,._ .!.___ m1— . . -. -110 7nfi MlndZone in High Wind.Arm. -i�76ns&uctiozz in High WindAreas: 110 mph, AWC Guide to.Wood. construction. AWUG;u&� to Mood Wind Zone a 1 P1 ]R�e (780 CMR 5 tie __M tt-SC. OMD a Mae �ssatWe h6custhr A 1,YC-Gultle j' 9,10 o d Cqi-z.� r" "(78 r 4F re t a e STJBYIT ulk ejq�t TCA -NIT lf)fl W4 4. T, t f � �:. i�d f , -6 ' . fit 7� T, TO COYPT-EZF�' & tts,,�,G,721 j - I . . ... . . - -Aspect Ratio H /Lrvn� .1 , , detaimine Perceilt F T -R 11 J'r _ew -and 11 and'16.0atil wall sheathing and Buljdl�g ir Ictio (1161 From TOM 10 �n of (14.1 to 7�0 q.��R s and N� �hall '.t* minimu -And beln ovis: " "b" ' ' rn thIckn6qs of 1/161 . .... . . She b,: Woo.&S ruct6ral.Pin I iS4 staiied as foll C its) ......... for -C-0 t.�� f (1) &`: " '1' 4 . ......... .parjeli ihglflbi-lnst� Pd ff.0 SSO C 11 t"�'gt*L5 . ......... with strength axis parallefto studs. compli��tl -td,00 MM -k T011fe 9) , '.0 1�, -31A, - - it occur over and be naliddlo,frarning. -',-Uteral 06, nnv )enjng butc. Ail h itif�lnt�:ih rd 1:arqd" :5 1.11. 'to bottom� double pdrsi �J�r Or6b on, I -shall b top member of the L_oijdA30arzMg W61 '-b .......... (�vm , 'groaTi.- M,'. onsingib pane s I 110 :5 1 ph ................. to, pjate� Hdadef ...... ........... CfA.,6 ........ ....... ....... s shall be attached tothe top member of the. upper double top . ..................... ............. ... ... . .............. Siff ma�et ....... (Tibld story 66ristruclion, upper panel: .. ............ ................. �COMJ)M.j Table 9) �per attachment 6 'all ....: I . n el f f&; %` -,,I SCOPC ........... E�dsliq studs) ......... . ...... 'n' er.panal-gh -be rntide to band J61st ...................... Full Heiighi." - q. but dh6&W;ope j'6&1�ijt at bo�'off.0'-f ............... (record Is pMe, and to. b rgest OPP-11199 12'� $ a rst flooir framlnig'..* ............. (Table v�; ti CA N 9 9),_ nd erzttaoR�6t mad'6;161 late at ft ns 4L V . . Z .1 ........ ........ ....... Horizontal naill spi 16'�'.16t4s;:ban I I . '. - 2. 'stvrlei. , rd A, V,* �p 0 dared a stWY� - -i 11 ;, acIng at d Joists, 6nd -glrd�ri, -OP:a double tow of 8d -Y, ns -i ............. ......... . bjelpw I -� n me eeaS Bin 12 slopP "If be, p6 12;� ­� ............ ......... ....... nd Hoifi�ntdf,"Kaffl "O'fOr Panel A�qoh, Nte span� sure APP�JCAG ....... I_:- .................. Table 9) ................................. s on'*t,6niW R EMS (tio: ors, red at 3 ln6he.� �_2 (w�ich exc :(Fig ft 33' SY. s to r! e s. -1ro ............. ................. �iKear ,NWT ........ .... ...... ...... ............... 1.1p, -W, Sol Ras'lst LIplift and ........... . .... (Fig 2 _2 Exterf,6 Mail E P': ................ 'it" -0 ....... .............. ig 3).... - U Bull ng - 'imension', .......... ........... zn Roof Height openine ............. .............. (fiote 4) .. . .......... .PAW I -t.of Tel ........ ...................... ...... Hdig� : * . P6 . . ........ ....... . ......... .1 10 or note vvidth,W ........ 6"3- (FIg 4) ........ 4 If Jaj;s)',� ... .... ................ . 4 ...... ........ (Tab L ............ .......... 5��,Si�lndTy* : eeng--, ................... Lengt� ........ E&�Nall Spb ....... b 10).� ...... . ... lei. . ...... (fztg �,,pect Ratid PWY .1 ... I . ) -railes( opening.2 ............ Hsl�h( 0( -4ble 10) . ..... ----- r .............. (rib. NcmlnZ� . . I of .1 6d common nall;)ft C419 ............. ...... qAte 10) ......... SM, ON ING'C6NNECTIONS -able 2) ........ ....... ........... ........... (T rnpli nne66ons ...... forWall Vt(h'0pen(nq > 6.,e A A!ddltl nvl­�S eiathln� A ance veith framilrrg 0 j6bp Uttianst 6'8' .... . ...... ......... a'Ing2 ......... ....... 'iQN 104.1 N 11RAq it bf Tiltict OP M FCUNDAI of 17:8 0 C11Y . ................. $ � .......... Y r ...... 7-7- o,�ndz, -eting requirernerl's ............. h ................ I or note 4 t� Walls Me f-866 '161 ........... ................. ............ �.(Tsbfe . ....... - r4,�- ....... ..... ........ ....... . ....... rig .............. e �A C0,1cr; te ma,sonry "'u � ......... Sh ng PAM Mla_ !(,jj.o,,6f.16d cornfnc iNDATION jcs(,Anchors as bn In- C RA -ro 0 L. P,,,pri,t-,ry*Metharj 4) .......... . ........ A- oaf -Walt %Wiffi 0perlltod,> 6s, coeslgrrc r1040 DOUMANAU EDG, 2.5 ANC�',O, h In �1 6, - I I . I . , :%. 4,L it bt��d _d. -�M& fa&Ms�heat Ing. to .......... fc, 7^ jI 5/8' Anchor Bolts, im ...... -.1-1 'z Mfjerd1,__L ..................... _(Fig 5) .. . ....... ...... ....; ................ joint of plate . ............ ....... ...... ........ ........ 44- ..... .... Boj', S?ar zt "Ing ('ar 8� Wind Detail i� Speed? ....... 0 14' .................. P - F _S� �­ . Z I - aojm CzrnbP -1. 1, s ............ .......... ...... MaSonry ........... c3ott Er ..................... SnA ut a AWC, RoQps, a? Rafters pla!e Washer... namberspans check8d? .... . ....... ....... (f= 'Po'dr framing I . ..... or ............ ............. a,taotj,see BEIRSWebsif 7: (U ..... (per7 -v I So CMR Qhapter 55) ....... �j 2' CL ......... ............. ........... ............... or Rafteie�:b,t. 1-7 T FjcorC ........... . .... .......... L X (Tab�.& ..... -12).. _.z .. . ....... . ... _6 = . 7 ...... (Fig -7) ................ -r­..(Taibf6 .......... ............ !Floor Joist S� S��h`t­b' ­:­ : .. - ... vtf (Fig ft :5td. 2 ............. ......... fran�i,)g all (Fig 6) ...... ...... iors P �Iocr 5penirig C)libenslon ............. Exte ric r IN it ds �t Floor OPenings..'ess'kLhan L., 'H�iqht W3.11 Sta ....... d 61t,�r gas not Use. per page, wailt or Sh6arwall ........ Sjpporting-Loadbe2roq* - S.1 s - ........ Mdoe SU -0I Conn. -Itc t� smaller of Z or L/2 .?ed-F.Ibor Jo I, ...... (Fig 8) ................... '(rigUM20)L.;.. I . U I I . I I . .. , �* 1 7 s or shearwa .............. ......... t�.jexirnun, C Ling Lo'?dbea(lng ... .............. (Fig .................. . G&b D. dbea�nfq Waits WAIWACM suppo o cMR Ch-apter -55) C�bns at Nort-Loa ...................... B,,a*jrjg at Endwells... .(Per 7a Floor....................... ........... (per 7 4)... TYPP . .............. at rl Floor n ....... '�se� Detail on Next Page -kness ............. ..... ................ ............ of 16d commi- La. ­;, � . . �:Ioor .......... 'O.i'a " 580 CMR chaoto.rF -P ....... ...... ... . .... V167wsp VelfJoal and Horlzonta[ Nall' 9 ioor. ........... in .. . ......... ..... it :6 10 ...... ....... 7#1!-._; 'Affachmerii, V_ ,O;,nd t�ble_ �g 2V 1 4?1,' 4. i r 9 ....... .................... -raqqlramaflt'� of .1 6061ply u4th the ............... .. le 5) 1 on noteO In,?-, to ........... -juding-41he --PP-cjfic;aXGePti L 10 end Tz�b the roll6y4f 0,j�" titraps 2n'd hold dbWris dre�Klot Ng chec R11 g6i� 14411KI,tb� ............ ...................... I ...... nq . .............. I., J-1 d Spec] ..... (F 7, ..................... 25*Ga9'd'*.tr0",sV _1 4. 2 EX-Tc-MDF� WALLS' . ............. 'S --14 ..... (TAM rM ......... C, . ?lift Itiq Walls ... ....... (Tbb e d- AIFShif�e P�� L Ire 1,88. and F lg.t_ � II41et9ht Shea Ing e. :6 ne�stud gr F1 LIg ........................................ "k. ydip I a rcent (U Sol, 1,9 cfdedtd ;'.4on-L adbeam t;a pet�ilttsd` 0 "M t-8 11�:sh�ljl ....... (Fig i0), .. ......... . .......... ft,�W13 bff� d wal! Gracing, ................ E . .......... .............. presqu�b tre ted 9,Z -grade. narof 2 fri. ull He ......... th . .01 plat*-' V,,iSp Attic kDor Ung- ....... Fit .......... i. ThbI tloq �SP not 6�.OA)_ ......... 3YP, 6 L,6n��th (if �A Fi ..,Ucn C�Iqn� �teral Sr.a 4L 0. C. Ig in Tx.4�10,_%,jhgo" 4(tspacIT9 2 -4 Conflnuous L yAth rnln. 4 or 3 ce ............ .......... Too Pje�tp- .......... (f ......... D ------ I.If- All furring striprs FULI� oo, P. A Wall Fr . I - , 11:6 I 1 .1 � . 6 Top P1aM5;K-lnterB9QUvJjS 6T.UD 24' ox, AAM 1$!' 4 0414�4:.JAqx aT 5- d A :,,Jvtd'ej, �(T -N 11 �(Flg- 0j.LL FL 4-1 Od 4-8 UJIN7,>0 .7 VII, '.r6g, -�JM6 orc- P .1 ­ each -end D. WE�At:n oe 0) .10d 2 Kd STUD 10' Jo S .1 - . * 2-8d ixT, .64ch block od 7f �Zi .4-16d 1p to.'94ttit br GWer (Faae 8.16d -st si - W -m- ed A -Naito 3-10d P gain qrpe ;d) over parjolst -,7 -tl�j W Med A, to J61 -14) 0)o(Fig. 14) 2.1 6d fo of 3-16d 'Roof Zheathlng,­ 10 Ideid bVer ISO Is- D..G; TO"�PEAr)s4, .1WIt14 0 `�'c A'j MAIL-Ti:�p PUATE. j6tU� 6 1 d up to 167' 0.0. 10d V ------------- Rja.,ftbri; or r0s,56, :SJJ40. 10a 41,edgel 9 field 1. ., ill -IV or M Bs, V, �6c!W 6" field ve ha 9 8j.�, .1 1 . 10d .0, _6w G61016 thd� R6ot4tkq trLiss w1ogable 0 t n ': �0;l $4 140�t�lool<ers AT W &UCttj . . - 46 '4 U 9 IM 10d ed' 0 44616- T 5 _0�� ed 13 � �-a 10 PI 4. ­* q 4.1§ W. 'A i. 7 edgel. I U, ff 4 1 A, t Its 4%, bid 5d coolers 4- ASHER.", 7� A 4 W coYL A S;Spa el 12- Teld p XTE: P, 10, R 10d .4 A;s i,% A4 A era �J�j n. f Arid 2-5/3'r A A - i; A *A Wl �gd o)olers 2 �7 4 Id 4 N e n .5k, Flbor ShoathInsf _"M J W kr2 10d Vedge� 12" field'. us� e)�Iend 7_7 I?-: % up oyer 16d or Bl, ed header C3,reater th�n. 1' 'Istant.1.1- gagip. na an -q­ dditlon4l -requlr'ernWt�- - -olwck 10C for a tes !are Oerfni6d; lit a step athing porroslon re-$ 90 N 0 771L "71"", Noil schedule -nails I'a 8d common tit n Vire slze' nd phadmatic of equivq 'is arn 00MI119 )id'he�ghf 9 ot 3" O.C. dloyn* "R ass Nall* p 12k 06�nrnon nails may be s0sdUted Uni bthP-Ms5- - gth 1cr the A, 4, am W. Jv6Rvr"­:', 'w" PA' rHE ENGWEERED, woOD AS�bCIA71014 /VuJaw V(d C, _N -5 G 'T 41 M.' J4 t n - --Y g __7 &-K -------- 77 7-777-7 7- K Z K 67 g 'Z % 77 4 4, L A > d q 4.1§ W. 'A i. 7 edgel. I U, ff 4 1 A, t Its 4%, bid 5d coolers 4- ASHER.", 7� A 4 W coYL A S;Spa el 12- Teld p XTE: P, 10, R 10d .4 A;s i,% A4 A era �J�j n. f Arid 2-5/3'r A A - i; A *A Wl �gd o)olers 2 �7 4 Id 4 N e n .5k, Flbor ShoathInsf _"M J W kr2 10d Vedge� 12" field'. us� e)�Iend 7_7 I?-: % up oyer 16d or Bl, ed header C3,reater th�n. 1' 'Istant.1.1- gagip. na an -q­ dditlon4l -requlr'ernWt�- - -olwck 10C for a tes !are Oerfni6d; lit a step athing porroslon re-$ 90 N 0 771L "71"", Noil schedule -nails I'a 8d common tit n Vire slze' nd phadmatic of equivq 'is arn 00MI119 )id'he�ghf 9 ot 3" O.C. dloyn* "R ass Nall* p 12k 06�nrnon nails may be s0sdUted Uni bthP-Ms5- - gth 1cr the A, 4, am W. Jv6Rvr"­:', 'w" PA' rHE ENGWEERED, woOD AS�bCIA71014 /VuJaw V(d C, _N -5 G 'T 41 M.' J4 t n - --Y g __7 &-K -------- 77 7-777-7 7-