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12700 SW 68TH AVENUE-2
1 I Ld � AA 99 ( 28 2,7 1 a s -� ,j - � ED ' 10 ON I 1 w0 ` t A '.3 4 J 4. 7 a , .'. L ,> V? \ � ' m 34, qb 35 34 -53 aw Alp 29 ull IQ 770" i �'� 1C! 0 7 ` -_-yrs---`� . "7: '5.w HAM PT(,�N j-r. 1 Y ` j . i APPROVED FOR CONSTRUCTION CITY OF TIGARD PERMI NC,..6 72.2 SITE ADDWESS i,-_�' 2&-,, BY TITLE __ DATE - ;2- Revisions 2Revisions Description by Da% � c l Ty e. //S y �Jc.� .3 t✓ �� � � � ` r a`� 'i 'A ....�...._- FU-:)T r i TY M 4 R thmwn '3 ';tom" 1 Ch«�d Mw bViro�Uq Na A.F.E. Pb. Hie No. Drawing No. r... n �_ r4 k cs + k ^" 1r `p 6. ;., F l •!' tl01� t�OM 11 Santa 1 1 q' .Y +.. �. ..i- "ham t pip i • ^Illllll111�111�lllylllllilllill,ll{11'I111I111�111III1I111111111111II�ItII`1111111 11111111 I,1 IISl�� IIII 1�1 �,� III I�I 1�1 1`1 1 111 aw 71 .. I I I I WOTE: I F THIS M ICROF i LMED 3 4 — 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL F� DRAVING. OE 62 92 12 9? SZ 10Z EZ ZZ IZ OZ 61 91 11 91 SI t'I EI Z.I 11 01 6 9 1 9 S b Z I mlulllnll�uulunlnullulln111►ul�ullllullllullUl�IIII�uN�1111�11u11UIhUllnll�llll�111J�lflullll�tlJ�lllt�111141111�111l�1111�1Illtlflt�llll�IUI�UIII1111�11U�1Ul�1III�IIII�IIII�UII�IUI�IIilitUll11111�wtlwuillltUlllUUlill111111�Ulllilll�l�1111�11��II11�iW�ll1 j MAY 14 1 990 N 0 7-4: 2 ' 6 T-R P Aj 0,C IN GF W1 rH SHOWN) 04A/V?FD -!S70 X ANN 4X/A0V le--K - -q 2 0. C 1`7 J6 0 F71AIE A 946OR vy 1"Ae- 5111�ERA4D 6RjEE/V 3' 0.G, 5 V1lVF- MAFZe (6-3 ' H5D6E TD 66RE�5AI (MOLT'/- srFm c-Lomps) 4 J;;�0WEZ6 HOLI- Y (2-3 DGE) "C-REEN /54AAOO' 'VARJE-ry ri /V 'A'/O 46PAAAfHF----> aAJDER 6") A FLOWEXIN6 cwaker 2,1 CAL. 0 7WI6 P/-A,V7- -ISCHIEME I =7 A--'R,0,sS PRI VI=-WAI' (NO 7- -C-V,10 WIV) IVJ�� 2, oxs -'!E�a5FW. '46. T Yl H'(!2AveN'Ly evvleelo 7 H4�4rfiEX k1lVAJ1Ck1AlAl1Ck (GROUND, <-'OVER) 4" FOr6 21' 0.6. ................................... C Ur444P" JA- P /n4 F4E --144U 150 p//VA6 p 4 • intAW IFA 31 0 70, Ilk 0 (civ -eloNKFW c.4w-46w_ 6 AZALEA 4 ^ZALEA COV7-,AVNd" 2 8AAI" CLI/MPS 4 A(ZAL.EA 4 IAI ORESON KI SDC/ETY'l 6144 P&WR.S4W- ZV3,I&A&VER T'P,1111VING CENTER, L�/aswE RAN M. NOTE: IF THIS MICROFILMED 2 3 5 6 .7 8 9 io 12 ti DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OIL 6z 92 d.2 92 S2 02 Ej! ZZ 12 OF 61 F31 L 1 91 G I t,I c I al I 1 01 6 9 L 9 s fp E 2 1 MAY 14 119901 -�F� l 10 N ( NOTES : J% w to 1. CONTRf\CTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION ARG. ' PERMITS REQUIRED BY CITY OF TIGARD. CONTRACTOR TO NOTIFY fj 4AP' .OU-i90Q CITY LND ALL UTILITY COMPANIES 48 HOURS PRIOR TO START OF a CONSTRUCTION. ��EV, 25 .14 \ �` / \ 1• � _ 1 2. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO f♦ O CONFORM TO CITY OF TIGARD STANDARD CONSTRUCTION SPECIFI- ti �, \ Q m + CATIONS. WII 3 . hLL EXISTING FACILITIES TO BE [+iAINTAINED IN-PLACE BY THE CONTRACTOR URIESS O'PHERWISE SHOWN OR DIRECTED. CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BET'PER THAN D •� `/ �--- �� '� �' / ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER. 4 . CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER CITY REQUIREMENTS. I 5 . ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, •° I ` '' W GAS VALVES, WATER VALVES, AND SIMILAR STRUCTURES SHALL BE S ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK OR ! Q MEDIAN STRIP WHEREIN THEY LIE. 6. CONTRACTOR TO NOTIFY PRIVATE 0TILI11ES FOR RELOCATION OF POWER POLES, VAULTS, ETC. �► ti 7. CRUSHED ROCK TRENCH BACKFILL TO BE UNDER ALL IMPROVED AREAS. lY -1 � ALL PIPES TO BE BEDDED WITH MINIMUM 4" CRUSHED ROCK BEDDING. s { J 8 . CB AND JB TO BE SET SQUARE WITH THE BUILDING OR PARKING LOT I . _ ._.� j I' ' G a WHEREIN THEY LIE. U = 9 . BACKFILL ALL PLANTER AREAS WITH APPROVED TOP SOIL MINIMUM 8" f W cc THICK. STRIPPING MATERIALS NQS TO BE USED FOR PLANTER ,� I O W b Q BACKFILL. ^� z y Q p Q ' 10. 6" NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT iJ� �• I G RAD E S. ti 11 . STORM SEWER PIPE TO BE SCHEDULE 40 , UNLESS OTHERWISE NOTED. � / l,�exILZ, cuco `�' _ \ 12. CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE VEGETATION, M1� , 13 �� �' TREES, STUMPS, BRUSH, ROOTS, ETC. -- r s � J \ \ 13. STRIP WORK LIMITS REMOVING ALL ORGANIC MATTER WHICH CANNOT ` , BE COMPACTED INTO A STABLE MASS. 1y s. 14 . PROOF ROLL SUBGRADE TO 95$ OF THE MAXIMLIM DRY DENSITY PRIOR �\ \ IoN \ \ h1 TO PLACING EMBANKMENTS OR BASEROCE:. \ \ I N' \* \ \ P 15. CONSTRUCT FILIS IN F" LIFTS CCMPACTI NG EACH LIFT �0 958 OF THE MAXIMUM r,!7,!' T)F SITY PER AASHTO T-99 TEST METHOD. �° 40 �� 3 16. CRUSHED ROCK TO CONFORM TO SECTION 703 OSHD STANDARD SPECIFICATIONS. COMPACT TO 958 OF THE MAXIMUM DRY DENSITY ........ � , PER AASHTO T-99 TEST METHOD. v { \ \ \ \\ \ C 17. AC PAVEMENT TO CONFORM TO SECTION 403 OSHD STANDARD SPECIFICATIONS. I �'; ` \ \�` \ . \ I ti ►�- N n 18. ALL GRADING, ROCKING AND PAVING TO CONFORM TO OSHD STANDARD j ------+�-- \N SPECIFICATIONS 1984 EDITION. ■r,��(C�j co 4D 19. UTILITIES SHOWN ARE APPROXIMAATE ONLY. CONTRAC°i`OR TO FIELD I 11 \ \,`•h,' \ \� \ \ �� `\ \�\ ! "' " i^ VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO ' CONSTRUCTION. 0 N In 20. CONSTRUCTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS. IF GRADE MODIFICATION IS IS NECESSARY, CONTRACTOR TO NOTIFY ENGINEER o \ \ PRIOR TO CONSTRUCTION. �� x� - \ \\ �,� \ \ \ `\, \ \ � I W \ \ \ \ a z 41 W0 21. SANITARY SEWER SERVICE TO PE PVC IN CONFORMANCE WITH ASTM 'QI ; \ \ \ �, \, \ \ �� \ t. `�' a W D3034 SDR 35. \ \. \ u - P _ W cr 22. SEE ARCHITECTURAL PLAINS FOR SITE LIGHTING, DIMENSIONING AND _ Z CONTINUATION OF ALL UTILITIES. -,� �' -,p,- ;� �I}� 2LiN ;Z7 ULA S1hJ _ _ > _ aI 23. CONTRACTOR TO COORDINATE AND PAY ALL COST ASSOCIATED WITH $ �� \ I1.1V, �•3� N "' '�� �� N �' � g CONNECTING TO CITY SEWER, WATER AND STORM DRAIN FACILITIES. �I D► "� ��� a o fn C-41 Z P \ \ \ •��� \ Vr�T s�,yr 1 $000 Psi CONIC. EPDXY TACK 2-112' CL E AIC PAVEMENT '� �� a � W Fit. STANDARD GRATE 6 FRAME ...r USE TYPE •a' UNLES:b �, GRATE ELEVATgN 9 TYPO SPECIFIED JTH[R*ISE AS SHOWN ON PROJECT PLANS Z, 411 7-1/2", 1"-0 CR,RK. BAs!— I V SuR�ACE Of STREYT J1y■1� _ C� �� -- -- FACE. OF CURB EXTRUDED CURB , , ' I• DEPRESSION IN PAVEMENT � Yi A 06 II ..,. 0 1 4OgA1N AT � SEE PROJECT PLANS LE COMPACTED SUBGRADE S(MGRADE FOR INV. EL. A PIPE _,".,...� ' • , SIZE �. O INV PER PLAN "z' ` R[pttlR[r�TS ORIFICE OIA. A3 RE0'0. ' r PLAN ARP PAVING AS SHOWN TO \ FORM ILICAL DEPRVIISKM �+ 4'•DPA!M PIPE N 1 •:1 N01 E S � Ix _ - - 0 Ell. • F • • 6'•MIN STAATION`AS14OWNpON PROJECTIIPLANS lei 10 CENTERLINE 'C B '3 ALL CONCRETE_ SHALL 9E CLASS A/33010 PT,I SHEET i A DRAINS SHALL BE a"INN:+ 00110 DRAIN TILE S TO CONSTRUCT CLEANOUT oiPl_ACE rRP:(E WITH I- X I--II STEf L P1 ATE "THICK* ')R,L ONE, I"DIA OF .M_T!Qh A:A LIFT HOLE NEAP ONE END OF PLATE k , - JOB NUMBER 1162.000.0 ' I � {� � ! I � I I l l 1 1 i I I � 'I i t 1 � 1 1 1 � 1 1 1 � 1 � 1 � 1 I 1 ) I I'1'I'I'11�'1'1'I'I�1��1�,`,l1�111�11�i1'1�`111��1�1�1�1• NOTE : IF THIS MICROFILMED 2 3 is DRAWING' IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. cRawlNc • OE 62 82 LZ 92 SZ bZ cc. ZZ 12 02 61 13�1 LI 91 51 bI f. l ZI 11 01 6 I9--.-'-.-�L..•'.- 9 '5----f --Ib 1n�1111lIlll�unluniulllun�Inllnn�11uI11i1�1111l1111�11111NN�1U111Iri�1ia1�Ill�uillllllll111�!U�ilNllll!U1111111u�lIIIIIIIIlu11�1►tt119tt�d11►�PIIPIuII�NI1111U ll�illl�llli�llll11111�1111�1Ill�llUliJJlllltf Ili:111�U1I111111I1U1111I�lllllllil�llU�hlllllll�llll�10 - MAY 14 19 � a , ` r _ { c LL- LAWN I i q S 7 PF �----, 7777 ,v I 1 ( 1:�:�G%'c,�►KT ! G.�"�--- fs�,,G` .•� � C17�JTi A.IU/JI.�S C.C�,.�L��� i a C_ f `v fL741 1 , ` I` '.J I :2o , -o ' r � ;n 77 �:C'..11k=1"S'� l_t�f-1"�if`:C� ...1..._.r._. �-•cJ�IT� �..1C�i�i�1►,�1� -F--- ' � � + . �UA Nr 1 I I'' I 3=r. 3849.5 F �` 7 TRF t r - �1�.1 -01 , � � .._� .F— ��-. mow. �-� _- _.�... ...�_. .r —_r— ... ._. __. _-. -. - ,. __••_• Ii� R'.: �' . � f I �"+•a. �+.Z/"�� Z.'�Fn'i ILJ ('�Y��, t �y�' 25o. s vu IsJI ST.i'`cE7 1_:u��' 1� '' � � � L,AI►�..1L"`'�_..C.�>�'t IJ(� I .__. _:. ____.,- .__.__.. ,. .J I I � � z '4— .iJV. ZSd.-4 -f— 10 0. cU i �o i Revisions Description IV Dale r lsocibTy EG ' SALT 4I Ki I Q(S (i K . F _ U ..� _ ! ? U► T FILA,Q Ch"W Am 0- bVirmwing; No. A.F.E. No. ' File No. Drawing No. Daft w .ylA .::•:lv..1,.,lvrtypd.- „� - ,iL ,i1MA11eVA(. _ '1.' rw8f. ,:;rile:y,�HV n, ..,... IIIL_ I I I I I I I I I I I�' i I I I I I I 1 '1 1 I I 11 , I �:� '• �=�`' __ II ► 11 � 111111111111111Illlllillllilll111111111111111111111II11111111111111'1111111111 ?' I ) I I I I I I I f I I I I ( C � I I IIIA I I I I I I I ( I I I I I I I I I I f I I I I ( I I III I I I 1111111 111111111 2 3 T ROf I M I '4 - 5 (] 7 8 I NOTE: IF THIS MIC LEU �rW.r---.�• - r .. DRAWING IS LESS CLEAR THAN THIS NOTICE:, IT IS DUE TO ' THE QUALITY OF THE ORIGINAL DRAWING. --- -- ---- --- - - ------- 0¢ 6z az LZ 9? Sz 02 Ez zz Iz 02 61 91 LI 91 91 11P EI zl II 01 -6 9 L 9 S b E ? 1""i rnllnu�lulluul uIIIInlnllllnllln►IunIII11IN1111111II111I1111I111111111II111�tIItIlIu111IIIIIbIU111J1111III�IItIIII►IIIl1I111111f11ll�'' IltilJf!_�IUIIIll I IIIIlIII11IIII�1111IIIIllllll�ll!)Wlhlllltlllllllllllllllllll1111111111J111111111WII1ll�111IWll�lI11I1111III�lIWlI111 1 MAY 14 - "-.. - m.3Y-..tll..:..._. . ..__�:.i,. ..rr,...„,,,,,.,.— . d.___. .._ _ _ _ ,...�....,,�.._. __... ._ - ..... _,►. ....,w..,._..a..-.rte_._. .:._...._.:a_..,.• Ruatan,.n... .. __-___4: ._......_._._. .�...... _._�.... ,aw, .__..,_,....._ __..+w....,..__...,... .... r.; 'X_. �:�-. ,.,�,,.. rs .` ;ST' `: 'M,p' ♦: ! .. --_,. -,a'', ,r r,., ,•++ z a�: n4;r 1r:-.:'-rU,•r.,:-. A -;.. �.w .�;..�' ,�.,e. „K„ �. .y - it eats ✓,,,,I. - .,. ,,� & 1" y. ", t, ,t�' ",. �r 4 N04 1� y u'. .t,, c.t e r 1 't:•: r., r .,.r.,. i i h;.,.. '•: „ ,.. an• ,. ,' •„ .. -' , 4 yah �� n• •� y.. .,d s, 'I! "`t'':'j+, L�4 .e y •1""• ':hM.n:9T .' r I`. A� . I w yF .• ,..:. ;. , ,W� `��?�' � "Y'C. ��'j ^p'�7 ..;'r ::,�.••<"-. .•e' `.,j' f: ata.. r:y. .,. i+n... r r ti y ' `ti .: ,..., •' ', ,:, r :. ;,. ,. t � .. .' -: ,, ' ^.. '..o- eek. 1•• f I I 5 Y rr A• �'• , ro IP nlr 26 14 i f 5 - ' I I . I I ..� • _ I 11� i I i i I i 1 I i I +� � � I I fir,• 1 " ..,sn�� GYM,• ��' � I ; � ' 1 i • A 1 j � 1 J I , ,7 � - ---- --_- i �-- I , �'4" '4'�;'ir�- •l�t.'�'�..%C1�D �I•',Fic�.""«�-1t�E} II ! 4,7 i I r � , r I I � I ! ( � ( a ! , I I I �•� � � � I I � — — i ta 11CIj-1t 3• Lap all reintc�2"C�ltlg bars 30 rliasaete�res l4linimUM. " I i 4. Provide corner bars 21 -0" x V -0"-0" to rnat�ch F�1C3T"ia Ey I . R<i►tsc�ve al. l or.ganir, tnate►rial and ,N soil i'rn�tss area haci�rrl�tal reinforcing at all corners .'tnd wall. gratin perX�rZdicular' to prup'porta. Stagger 1 • Thessrr ngt",,are• gexrteral in nature and are intended under building and paved areas . gg joints. to het MIA xtdndard,ss for. construct ion. The y, nterssevct.i on»s. Provid-- dowels for f rx4 i ngs t_t, Sep p1 �rt►s for nai l i.rsy a<_htdule� and 'i .D. index . 2. Fill material ,ial , if an to cunsixt �f r�r.anular match rt .ic,al wall reinf`rzrr�ing. �rawi.rt sa shall Maet0rias:l . places fill in lifts no to _xce3ed R" lined ami ate��l a! eaube�rrlt X - _ _ c3 gouerya metier the general notes to — th# ?xtent shown. iknd ccmfaot: to 99% staada>.rd AASHO under footinges a9r1• fit: 1 . A' glued glued laminated s¢semtserss to he of F'b 3 330;1 erns•'. v;: t_sns 3 ' �,ontrac.+tor whaill verify sd ' dimen sij.)ns and wnrl 1r� 95us standard AAKW) under pawed areas. � 1 1,� trerl tea he ASTM A-36 peri , I;v 165 psi :¢)d F - l .RQ©, 0(10 psi gr~ats1�=, and notify on d,iff16*e of -a si�gv and in the field 2. All pelding to be donee by certified weltle- rsi. uxot detailed, fahric.aatm & erect" in accordance with and nat ify the etsse le9se!�er of aan�+ d .sr<r.epanrisr~ss '"o F 60XX or F 70XX• current WWPA rrtah,diard �spec'slt for Douglas Fir or hof<are prrrreePdinq. -,&t.in" to Tatar can fire► undisturbed rsoil Y.t«�rr_h r i -t , Contractor to prnvtdoll all nwr;Rssear tern minimum 1B'' le*tow orig'inal and final grade. 3• All: bolte to be A-307. Provide sst:andard steel 2. mbe�r• y porn* plate wa*+herals under all bolt. heads and nuts► in All glued lamin.at.e�d m#.*mbei•,.j tri bc. fabrier,ae-�►d with ss>>tf,port incleling 'tsnYtrorary l�rari.ny for trolls 3redl Hr.4t.ifyr;c3insrerr before gzocer3dirhg if Any unusaual to rtintaci with wood. SPP plans where 'ief�c�wltx waterprr►o# g ,u,�, lq}arer priorpriorc�cens4p yt. ic n c►f. tte�rr,tira) and lateral roru4i.t ian,as are Ali11w()Lirftll+M"4�!t� art the f�ar►fring a>tlseerwir� *. 3. Meet berer to be ?�rr_•'hitrrtutasl grade, individually lead Systems. exravat i trnesl. wrapped. The e!c�nt.reictc�r in rest Anse hls► for safe job site �• Da Writ 1!rtc'fi1��atF' closer than 2: l slope ser;:.•w 4. Certificates of FITC conformance eerc� r uirecl. s.�� 00red i t ions. ts�ot.. �c :►r. * Revisions 3. Clean !. 1 fnotirag cxr..avatianse of 1.o1:+1st sn><ateri 1 ll lumber speei.ew and grades to be Baas t -alowss s.�e ll caasde a by aY t Wst�►1 rrd A hose ''° lDsrahvtton sar Daft �. joistm, br�asaua and s�stran orss -Doo lass Fair No. than 35 prsf iaarrow ori caonesicie►ra#.ior>< frac drifts. ) h�er�cl. e3-' 9 Z l. . Structural was.l� ��`� �}e�orsn 100 eiF "at, Ent,.r -_ .,. b nom. beans ,end ear.ringelss Uatrg}aixs Fir No.1 , �+ sstruotural 9ypsatsth l~' 3 , 'Meeting area F,. 8iecksc, bloCkin , brut slte4stitin+ t.., ron�Il.iG'11t1. t:r.•, State Bili ldtng Code 47•-31. 50 Pat Bathrooraea, coni� �a� r��e g ging �ert�l mass. . l�rug.lais3 F9 r disrtrl! 4a�-a.3. - 50 ', ria IP ad'� 1„ Flireimueml c..orrc:re+tr.. +e oopressasi ve stre ngth to be 1000 or his}tel Fir No. 3 9 p 2. SeeA p}attas for wIz Irtntrtrur:tiah .reed n�s.i [ Coiling/Attic pu'� �� ra I�tceda - Doo l.arr Fir nf, Hr"m Fir "St.r.rslex" exs..t� t _ Wind - l 6 fs ! a.�r J pas i 0 3A daya r mA x x mgns ss l s c al, 4" for r expoaad -- frsr bUtlt-rasp cQlltmrses to he of grade tri+e,, 2 el+rhed'1lsle. r_ �� 1a�.>��. j " 4� ce5etr:retes arrl S" -fer.r frtrtltiteg� and rrsti�xpcarsnd , 1P. L.. t B��i es tsi c - zone 11C - :.m '.. e3•. !�i 1 �,s, e Z+sex'y••�eb lI'td, Plates & nailing b r+r. _..____. _.—._�__.__ c;oricre;�teh. A sgste usnlssct 9c+i. 1 lR�c�r i srs q ... 1000 >Psss f. Rea) l ea,eels' ., 1 . >� e,!tbex.lAedt„1vt r�'ae7rIk.ess -Pr.ersceur+R treater }Doealc3lasx �i�-�:t!�� � ( 1- � ��.,� I �.-I� �,-: . ,_'. it}i1Q pssf �`at:aet tJ.. + i�'l, l�las;rsu and eaayre al I rrarscra!te per e�C"l esCs�!e+9 �errtt t`i.r N+re. �” �r 1:+�t:,1;t:�x 3 . All nailing tr;'1 iN±! },ter ds,,ne:► Strafe Buildisa rY3de _ - -_._._.__._.. ,. .,� ,. ts. A11 ph uses s .,f +�wri� tri conform to the minisnsasn rstandsaxdtr. P . wast os -1 aug.l.sse F'rr pc� 1 nas.iling sachedulc-, 'cable! Sq. ?f►-'4 unl(Ags othtrai.s<➢ � ��•� � r�. . r� satandAtrd* ref � the! State r. f Creg6rr 49A5 ed. r noted in drawings. _— F _►carr ll>r+�1 '9R?c>+ X Ce eF a►nd Fi rt alnd L i f e� eta f rtt;f , l� � >d t h�res> r d Rlo k se014 Merle on joints and rafters a r nr >R 1, I► r +r �rdl.>t'111+fi I .. 11 �s tt `e r sot No. A.F.rE. No. —File No. �+ 0 ,.}t - Y ndnsti,l 'fb),.r;r code . s� ,, C�titlq grtelF!!rX to ls! 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