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11825 SW GREENBURG ROAD-2 e .......�:«.w,..,r..w.............w,«w..W..ww:r..,:..i.w..,....e.,......e..... w,..........«rt...,..ww..w....wwwe....u.:a.rw.....ia,:A.a...wm...raAww.... ... ' '"'-!. d �► FORGF FURUS110 , A . I . A. A R C H I T E C T 3310 S. W. WATER AVENUE PORTLAND, OREGON 97201 • PHONE: 223 - 6940 Jane 27 , 1()'74 6a Th�� following speci- fications shall be incorporated in the plans for : OFFTCE BUILDING FOR LONG MAXVIELL & ASSOCIA`l:'ES , II`1C. Tigard , Oregon Job No . 212 ROOF TRUSS SPECIFICATIONS � 1 . Submit 'A copies of design calculations and shop drawings. For all types of trusses , including- special loadq , opening and other conditions. Provide truss placing plan with all truss Hypes clearly- indicated on plan. All calculations and shop drawings shall bear the seal and signature of a reg- istered professional engineer in the State of Oregon. All_ calculations and shop drawings shall be approved by the Architect prior to truss fabrication. 2. Design and fabrication of trusses shall be in conformance with Uniform Building Code , Latest edition, and the City of Tigard Building Department . 3. Top chord design live load shall_ be as follows : 5 : 12 roof slop and over 20PSF on horizontal projection. Up to 5 : 12 roof slope 25PSF on horizontal projection. Bottom chord total design load shall be 10PSF minimum. 4. shop and bottom chord members shall be douglas fir, kiln dried. 5. Truss manufacturer shall provide bearing connections to supporting members ; uplift forces due to wind shall. be considered . Uplift wind pressure acting normal to roof' surface shall be as follows : a. Enclosed building. . . . . . . . . . . . . e . . . . - . 0 . 000 15 PSF b . Overhangs and open buildings, . . . . . - . . . . 0 . 0 25PSF Anchorage for trusses shall be provided to resist a minimum net uplift of 5PSF. 6. All trusses shat. be clearly marked to insure proper installation as to direction and location. 7. All bridging and bracing for trusses shall. be indicated on shop drawings furnished to the Contractor. �. No cutting of trusses will be permitted after fabrication. 1 . ri. •rs .rxr.. ,_, ,ice+'rTIN �,.f,. ,;._ - .. -. _ _ '" .. _.. - _. ... _. 0000 -nc, 1 -, .nwyrr r - '...«......-..,.,a-.. ..ro'�`,-n�► .aR,:. _.._ _. ,:w+ .. .. ...���,.� � .. .i . 0000.._., r tltiwvwr .-.YCR'ML+fTnl/f1iT^r ,. .. o.ry,.pyr rua. .. -nf,�'a'., Si s'�''- �� �'�w �` r 1" Ctwrl.Q... � :'!�► .. _ I ' I ' i `I ' I ' I ' I ' I ' I ' I ' I ' h� ' I ' I ' I ' 1 ' i ' � i11I ' I ' III ' I ' ' ' li � lilll � IllI� � 111 � '. I ' `' II � 1 � II ' 11111ilililllili1111.111 � III � III � I � 111 �� � 1 � IIII { IIIIIIIIilllili { � I � IIIil� lillli { iltl � lilil � lili � il � li � � 2 3 4 5 6 7 8 9 130 I I 12 NOTE : IF TH IS MICROFILMED �.�.��...-.,.-. .r.......�r..........:.,..... ., DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO TNF QUALITY OF THE ORIGINAL DRAWING. - 0£ 62 92 LZ 92 SZ bZ EZ ZZ 1z OZ 61 81 11 91 G1 b I E I Z 1 11 01 6 9 l 9 S b E Z 1 SNI{111111���{11111111{�����1�11{�1111111�111111111�11111. 1 LAIVboIIII 11�Id11alwII11�iIH1101Ioil llU1t1��Illllttft�tlll�tlUlllll�ltll�tlltEllllW.1111aU11� W u�� IJtll111lLLU11�1111111!!!1!!lLllll`IlllllWlllll MAY 25 1990 ' �' .rte. -'..M�1lII� �...--� -_._....�_.-a .-.w_-r,r .�-..c..v _` _. . '. - a.M�Y. -._� - .. - r-. ; .. .. t... ! •. •I V.A..iMYYL r'.�'.1.V r-�� .a��w. ..._.►-._.._y....+w�.`„r .,..�, � - n.e4Y'..�^--- .-._ "i .+e+R... nf �.A rrS,� ...�'.. .... 1. ." r _^..��,Y�,. .r..A..�_49I[�:/!'!q:v OF11 f CE BUILDING FOR LONG MAXWELL & ASSOCIA`L'ES , INC . - Continued STRUCI'URAL NOTES 1 . Carry all footings 2 ' -0" minimum below existing grade on undisturbed original earth. Design soil bearing pressure = 2500 PSF (Verify in field ) . 2. Concrete : Minimum 28 day compressive strength f ' c = 2500 psi. . :?. Reinforcing Steel : ASTM 615 , Grade 40. 'E . Welded Wire Fabric : ASPM A135. . . . . lap full mesh plus .2 " at sides and ends. All mesh shall be lifted into center of slabs. 5. Provide corner bars for all horizontal wall reinforcing -bars. Lap 1 ' -6" minimum in each direction. 6. Structural Steel : ASTM A36. 7. All- bolts bearing on wood surfaces shall have washers under heads and nuts. 8. Plywood Sheathing : Douglas fir, panel index 42/20 for 5'8" , panel_ index 32/16 for 1/2". Nailing for plywood shall be as follows : 10d common nails at 6" on centers at supported edges , boundaries , walls and ledgers ; and 12 " on centers along intermediate bearings. 2 . MOINOW MIPW ,. . _ �... � _ �....:-.__.. _ '" 100 Now ` M „ ,,, X11 11 ► 111 11 ` 111 � lili (� 1111111 1111111 1111111 I (1 ` Ij1 Ijlll (I t�lllll Ill �l � t Ijlllll 1111111 Illlllt t � lll � l I � IIIIi 111111 1111111 1111111 1111111 1111111111111 Ji1111111 111 111 111 NOTE : I F THIS MICROFILMED 4 ...:.�.r.- .:� '2 3 4 6 7 8 9 1�0 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. 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CUL, Z?-T fqU, L r Wft , h � PRvpE ILl"('s /� .. .. �c -- 111 FIRE DEPS . 3 7 TtwL �!m 1/4.1+. N =r:� !�•i/• • j ".r✓ h� / Nom. 1K�rJiI TiR j! •tJ M ( Ap_ai� . �' �I�. � �✓' 7K- 'r_T,/ " ('��.� '`.•-i:', �- {"• _ �f� ��• I •r' y. _ ��-----�---= ,`.•A tT '! •''N`► �� ''� /(�/ t/J� ��f/ V/' l t AilDHESS p —_rr' �•.,�j, __ I LV l(•.1' %t•�;,i�,r-'Y r- \VG 4- C t".�V rr 12 Ac - iZ d t r• - . '=�` - _ __ Yl �t►► r , �X_�GL_ TIT .�L.il•.I� s, G�.I '•�,'�: N L�. IE /a r �I ;.s `, �_ y LE_ PRIYEWAY MAX. GRADE 14y ti`L1 /„� l Fr 'I DRA'NS SHALL R: tP H01E' x CCi WE j / �j � y r r., l101/ ( e,,GININAL � 1 '�� p1, ti Ibt.b � 40 Er��t-.i-'a l- 3 I ` : 4 • f rd0$ " Ol'dT f� �1 $ii�-�0`�T�gA�= Builacrding r 1 ,5 I oTO ►ng must be completed ' `� �9L$�. tl.�_Y 8k � ��, fin g o city codes and �I1?I►-•1 WGL lib•SNIF- V1� L Coe:-VT fit. yi {' 0 .� y �. `�' ,, .•r ,• �` LrL E inspection mide ort* `( �f ICP d!_U ��NNIT `r { } A�' _ ' -! til $ + al in pecfio d before .._._.._ pa n -�` 1JVlti�►.lR. 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LZ 92 SZ t►Z EZ ZZ I OZ 61 91 L1 91 SI bl E1 31 11 01 6 9 L 9 S b E Z 130VA ► ►Inlnulnlllunllln�nultu+lnulu11I11111tnlltutltllflul1111u�I�bUklilG�.11�Iln1II11111111+Iu!1IHJIINUIit1111n►ILIIiII►t1I1111�1111I111111nIIIlnIi111jU111u11I111111111I1111f1111hW�lliul�w►u�1u1�1ll1W.I1I1111I11ll�11UIll11I1111I11llIllllliWlli MAY -F7 Id 25 1980 . 111111t.- „ti„{.t _.-- -...�� .._.r-_ �y.(t -Jr_.-_ �-. h,.: ...r...e ._r»...--..:.._ _ ._•::. .d .. - - .� ♦,� r+a•�'w"wr'�_ .--.r+........ ,glri�r .,.ar.,•__.....-__•_•_•. L. ____. • 1 3" PWwv *M.r„,* �14 S � � d ) A• GON:✓ 4L., fAtRxL G✓ci 1614 o rp.rv, ld';O w•+G j . t 4& FLK 5„ M,� I"r�m� � � 4' 0^ 1F:0" al•W7" +'�"'.p" a'.o• L{.r.Wi• �'' p„ V0 ro'I �'' 4'�WD" q•: d# v1 a. ' O^ 41 i~ r 1•"N r I y � • I Wi 1,41 rL 10' A b �.�•-O• li0•t'I I } �f�'nVlr✓LS --10 I I 1 , I�.J• I ' 4I ,�''}�E4�!� I"r° Fr6 , 12• _ i I �_ _0 ib siwl.'i krJTdP I F•v / ; pV 5n r �P �i 1 ZIcO Kr I N IS !wo, 7 1 I 4 60 I 1rm 1C I I I I I \.2 ed P� I j - IG" rc b",fa•1? 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G G7 N r y uu,u•"�#'!R' '"Il"�." u"` '+titl2 ,�. �'x '� 4 ., a!'.�. ,3 M•°14 ..•� rS�t .I,.r "�' 'lle+ + w�,,l, ri1Ry_I '' " i � . � y'� ��IIII�IIII�s11I1111111'I n�I�fIII�II�III�III�II1111111111��lllllFl�ll�llll�lll�lll�llIIIII�IIIIIII�IIfIfII�IIIIIII�IIIIIII�III�illlllflflf�f�llflflflfl►IIIIIII�IIIIII�IIIIIIIIfIllfli�111�111 ,",: _....._ __ ..._,_ ' NOTE: IF THIS MICROFILMED 1" I 2 3 4 5 6 7 9 g I,�O � � 12 DRAWING IS LESS CLEAR THAN +— THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL V, DRAW 1NG. OE 62 9Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 BI LI 91 SI bl EI ZI II 01 6 9 L 9 S b E Z 1 a�ai>w Y, ,►n IIIIIfII�I��f��IIIIIIfII�ff��lll�fl�fl►I�IIIIInllnnlclnllnllmllluiuullul�lullnlluulllllllll111I11!IIIUIIIIUIIIIIIIIIIIIIlII1N�flllltla►luuhminulNuhullnnlW�ln1���11�WIII�w► mll)lluuliwlwufl)Uww!)llull�lllWl�lWln MAY 25 1990 �d��r • 1 iry,� «r� � .. i ,, '•' `� � � ' ._ •fir' +�fi+, , r i .w.Si.•�• ..,,�,.+. .c�.i^�. air.Ar,,s,Ayy.r 4 i4{1��gy�, C, 's ♦ � r. i 2 {{ 1.4vy �P r- _. I r— - Yr*44 s ' N I r 3 77 t OPP- I h•�C. d►pN 00 IC7 ff'f see ?+4e )a . Illi �d►s�„r+. r� ' �', I Me.r44 -V-4-r - 1 i rJ-5z e!e R.r r,,�r oppr-' WL.rcpuT , &� IG�"r 1�1��... 2 ►'+ ���r✓ 01 I A� I "r'; t� •.,, l r4 ; Ems- G !:.d IJ ce - 1/:'� Ci»•✓!�' F&t7 1 �II � � III •"� t IN 5 T�l�.. GA,*r4 y2v ty`�'.. � ` �11r2ad�iL I 11 1 - r � - ► - \\\ 4.4 T1,Cit' KN 4 ,e tO .av��- L{-,t I O In I 1' D a r- O M ri l Ir A'.© p r7 -L9 M I , BANA r . - 'T( 1►C' �',, C���cam'd�� A R C H I TF C T WAFER AV'I:t�IN n r I A +I 111 f1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1111( � i � 11 �� i � I � I � � � � � � � I � IIIlI � , I � I � � � I � I � I � I � I � I � I � I � I � I � I � I � I 1111111 III � II � I � I � IIIIIIIt ) _. ...__.. + NOTE: IF THIS MICROFILMED ., Z 3 4 5 6 7 8 9 10 ! I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL " DRAWING. _ OE 8Z 9� Lt 9Z SZ b``Z E2 ZZ IZ 02 61 91 L I 91 '.'.s I .f..b l E I 21 11 01-1 69.,.,'....L�..,,L...I9.. IS..,.', --Ib EI•-- Z I•u ItIIIIIIIIIIIIIIIII�IIIIIIIII�llillllll�lll�llllluulunlnnlunlill,l{IU�111�►111 .IN)IIIIL1n1��.u�ilnulu�lfw�ln�l)lulinll(n.1UH1�)llI111J�lllnlltlllnuluullu�uulllullullll�w�111111111111111111111]llllllllllJu�u11111111W1u�(1J111�ulllullullulilll 25 _ 9 � 7 1 , r ,l c,v✓✓,e�,r•'r�,`:; � '` � �'1- —' - ,•• `� FFG AZC+o>d,.�C� $ — - %' ..� A/11i. -f :IM~. 5'd ►�+6v �' (jlJoff P'..ATli L•1►J I II1 I C I I 11 rl 1-4 3 ,t.� ,1�1,.-lr M ps,> � d..(,!M ' � � 'i'r'1�f'l cid�-) j :.- ,..� �..._�... _ .__ - - 1��__�._ _....�._._ �!SGC� .__.. �L cJ►./I• �5�t.�i til Go c�r� � _____ i _ _ _. 7:4-- ! TSP► ;, _.. Tr I ! j T I .. I I � s' -------iL__ oil, , _ . ' I h — 1 ,1 ! r �A-s� oo v Ir L. Irtz I No'N •-'•ter• �' ',•r•" � ���I�� ,�`\ 117 1-4 ��� �'� r4rL✓A•n �AGJ,.r,.rr1,�1 -_ ___ __.. ('' r•v6�►"'!� �..(h,�� ',./'J � 1 �+�►L.w.�h/1 �'I G'(h..�G.`''' �\.._. '�) ___ -----_— \� _ i t 7 � 1 Cp I rJ a7 `1 1 i - I�7 S TA• rZ5 40M f7 F `' �i �- t �_.__...._........... �..�-_. � � ... .»_... - � _.k_.__. - __.. a.. �.'. ... _... . S �;� ... . - _ •ysfltatlC..-.--^ea s+^'.a-:•rv. `'+ "_'"'�:..7Y.:'?'�.�-- I IN, I 64d I � ' � ' •f'' �'�� �� cid i'��'�c:i? '" J�J, J Dort BANA i .� � V, ' ATER AVENUE I � @AIA ���5 Pi, RTIAND, C> RE'GON A .. M....,.rn,..1t.....,.rlf�.1p+?'�I'• ».'t"»r---•'w'-•-`i►--. ....___.� ,.r•,,,F„► 1• + M � - ,, .. 1 VIII/IIII�IIIIIt1111I1�1�IIII111III1I111I111Illlll(IIIIlIIl1IIIlI111I111IlII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII)IIIIIIlIIIIIIIIIIIiIIIIIlI111I111IlIlIIIIIIIlIlI11I�IIIIIIIIIIIIIIIIIIIIIIIIIIIII � ! '� IMF1 �" 1 2 3 4 5 6 7 JJ8 9 10 I I NOTE: IF THIS MICROFILMED •...,e. ��-- ,e._ 121, DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. - - -- - � OE 62 92 LZ 92 SZ bZ F'Z ZZ IZ OZ 61 BI LI 91 SI bl EI ZI 11 01 6•--,----'9---.'-.-LI 9 IS.---'--.-4I-_ E Z 1318L ►nlnulunluulllnlnuluululllun�u111nIlIUul1111IIIIIIIIII�µ1IJ�lllllll�f.111III11hIIl,�jl�lUlllIIIIIIJIIWIIII)I)IIIIIIIIILIllIlr�llltjlll►llUllttlllllllllllllllllll111IIIIlIIlII�1lllllllll11111111111111111t11llI1lll�WlIJJ111111111111111llIU�lIllUIIIIIIIUIIIWIIII �� ' MAY 2 � � 90 . . 19 y 1 I . Submit 4 Copie9 of design :alekilat1onrs and shusp drawints. For all types of truseea, snrIode spaatal toads, oheraln6S, and ether eoniituzns, provide -- -- - ---r- - - _--`---- truss placiog plan with the rrUsa type cleans' indic:sted. All calculaRiaste anti shop dreviu;s shall bear the *ea; and sidr niture of a rdxxterad SftaU tOrelga>t protessinnal engineer. All caleulatious and slwp drawit+gs shell be approved the Archi. eet ,ri it rn f pP b3► t 1 afriaati,%a. ,.•9''�j ;� , �� 1K1r'.'rC�G 4�1�%�v� I 11 �. plaxtg,n and fabrlcatian shaI1 be in c�srtforman:sa with the 11nifons building r,/�� �. 1� I (;ode, latest edition, and the City of Tigdri li rr iding Dnparteent. �,✓'/r'. I� 3. To chord design 11.Hu head shall re 25 PSP on the horiswntal 1 �. p h Nr�, rectiau. p>~IR- p',�!•p5 w��..x�� -rrt�..��1� ���,� � I�', pr I � I �I 4. Bvttcrn cluird CotAl des,,=, i load shall be 15 N3F wittilaum. ' %' GGA' Ta✓+ly • +/ir!'Jf'r �� ;� OOt Tj>e'd,.IrG,y� b � :Q",�, S. Top and bottom chord mer ibers :+hal l be doijgIax fir, kiln dried. h. Truss manufacturer skal l provide bearsrtg connertions to supporti.nP assmbers. Uplift formes dus to wind shall be ronaidered. 11 ,lift wini tsasu a + ' to the sof xucfare shat be aa, too i I N �1 ¢ 1 g ►torus.) ( ! crl+s• ,.�.. . I A. 11.'nl. (teed buildi++� w 1IJIi4►L htitJ4. INCL t t * s tZlbap� i I h. overhang- and ,ten -T butlAing- S PS? ----_ —r "41g2, apt) 4�t v(�+ vas j •,: _ - — _ - 44 -- _ Awl ✓ — i —�__ ^t---_ —'__ ^__.1•_ .- ___ +_.r--Y Arschc,rage shr+it pri /ide ,a resistance of a •inissum of 5 llrtl;!' 46t '1pl +ft. Al 1 trusses ehAl l be olearl "rka#1 to insure proper I I i I y p ptsr 14CatiM d t rpt ct.;-n, �'� A I 1 i 'Tlr+lal✓ WA L t/p Td #+� + ,Al I bridginy and t rac(r.K steal t be indicated s►n the shop drawings. I IN•SiJL. � -� 4P (l Nn cUtting of tll� trutses will hes permitted after fabticar , ,n, l f I Ib �r ♦ y f � � i t I I k ;( I i r.tn(�utnn hl,i :w existing grade 00 and i s t u rlw d r t lli neI Cnrry all trxrting,a 21-0, 'V w <<4 `• I�nrth. Design s+iii bfr:,rs; g pressure )Son YVP (Verify in Pield). "j�:�,( "G', 4 II CI �f , 1 ?, (;gilcrete: Minimum ?M ,11y c(mptlrt�Y; Jt: 3trv?ngth f s 250Q Psi. tJ4lJ�(.• ALTG�'rJ/1'f'+C ,�.�� � I � I `� 1 �...4 f !E7 � 'Pr tD�� s• .tom >~'wtcx' P:.i'\L! �.S7f-� ! i I \. 3. Re s n:ors s ni! Stew,i , ASTM 1,!5• Grade 40. -'T�"f'...._,....�,� 4 Welded de ci '�I i re Fabric. � r s • A•'•N Al 35 Tap fu, i mesh 2 ' at sides and wndx. i I All rne'h shall be t i ftud into center .,f s I abs. 13s"IGk.: ,r! I I , t�F '$ I At S. Provide cornu bars for a) 1 horisontal ws' l reinforcing bars--lap I �--7-� minimum in each direction. , I 4,y Ak,- •�!„opy 6. St.ruc to ra 1 Step I ARTM A36. ?�fi f17�e:�-'r' ,.. I►J 4ieJ tr.. .—. ��' -� CJ "Ij" �► ✓C:-- '� 7. All boltx bearing on wood surfaces shall haws washegs; SoW&t' Masada xtW +ruts. t/0� ',/1 1 t I G1� d•A s i , ,I I 1 ;p_yWG� L t4v ea- A Lcl^rt "ym Gr.l T d r,l rn r —, „ t000r.1 C7 r7l-Av lsyt�C7 3 ! • �' .�� �.:�c3 P*fw/r.1 cif/is'�IC� `--.-'' ,�,..--1� _ .__ I� r ��`�� r Tvp► GHv��� I'l�j">< �i'" I�rGb . _ � _�'_ �I ri IG j _� 7� Z I���� �.— . , i l I 'rJ Z r---- �C ''".�Z DT'.r 3i✓��G ~�' �. �L� !:>18 !�.�c�'a✓ ^� j ! ,Ir.IL �Tlh/►•.1 r � r�' 1 r WC�O'b T %t-I S 5 E� .>, A.�� ..�.._ ' ► 5 r Df U 13 1..r + I �NTr•f G'b T04 t 1544 7.. , 9&-OA+Jill wrle to `�'�`—`--v't '� �. ,�ir�'V' ��N�♦1 .�•' �l� . � � _ • "�,. r � r 11�. ..i1'�./ r 4�� �d« I M 1 ---�-»--..--...� '�" 1� Wl tJt'��t �-i' �" __-:�+�:s:,... .�^A--- --: I � Qc.l�r.+9 L N►T� I ':J�.1 '1' - i,. - � � , Iyy � G yl� r�G, (.,.r./4 ✓ __...._.....__. .. __��. .. �.`:i ..e � �, �'.' -- - �� � 4 t7 �:;�U�= ; 1l�t Gar►" 1 F .. .... :. " �✓wt ^J L�- �' r i NC- r-� tV. • • <i " �..__- , , .�IM o40�1 G� �aCA rJ .c I d' OSS ..rc:.� ,P ',� � � iU �► � � '.j�jr',:.7�.1 � ��T� N✓�►.-�...s�r LI r, � N lly I f t i r i ,,A!b f+�✓� "�'�� "� �L r �, !.l 1 J'f Gs�...�.. . is�'yd�' 1. 1 �I I Gita 60,4 L' - ; G'r ., W �� r9rf,7G4 c>>'1 *-'1An— c:1.: ♦ ,,. �_ _ - i �. ..._._. +►-- i. ... 6-%O Iry ✓+ r _ -n:-, r..,�.rw„ -.� .+...+�..•.......,«w.w.+..,► ..._wr I _ __.__ _._.. _. � •- - -+1 . " �'+!'(�L7 .� tis-'' .. � 'Ir"� -' - - �•- '` :� ��!'". ,.r► 1 G'�h�t''" �1' l�l/i I�"G. �'�A1:�.' �` r �`Y G���N ?fit..► �'�' �'!�-� 1�•,� � .. rE : T ' O tom.! 4'• i, 0 4 C»'f A.I r 4J f 4 0 ("(/ '• ' � DATt t i 1�.....,...,,.,,..,. t AIA ,. +i _,.lam a=.�--...,.,,, ,,..,......._..,�■�.,. _ - .. _,-._.. _ ..._.__._ . .......__... ... .. r a + ' M III11►II11Rillllrllllll 111111111111if 11 11111I1111111I111111r)IIIIIIrIrlrlrlrlrl11111 1Jill lll1111111111111 11 r111tIrlrlllttl i r " '- NOTE: IF THIS MICROFILMED + .,.. ( 2 3 4 5 6 7 8 9 I10 1 i 12 I DRAWING 15 LESS CLEAR THAN THIS ',-TICE, IT IS DUE TOh THE QUALITY OF THE- ORIGINAL DRAWING, 0E 6? 9Z LZ 8Z SZ V? ICE ZZ IZ OZ 61 81 LI yI GI bl EI ZI 11 01 6 6 L 9 S vb E 2 1'1•""MAY �! Irn�unlnll�nullul�unllul�nlllull�1I1111111I111111111I111111I11Ilili�JlilllUl�IN�iIIlI1111�1,LU1tIllllllllllll►IIIIillllilllllllllll{HfMfllllllli�!!�ilrnlllUllllul1111I1lIllllllliill�llllllilll111111111IllIlW1�1W�ll11�11ll�IlUllllllllll)I111111UllUlillUllI1JIIUIIIIUIII 25 1999 M ....yy. — ..a�.'M___e....�rr+r. ...,..._.-. _ - 't � _y. _ �+. _..--, ..__.. ...��..e 2M1.._.,,.,.•r.'-_r.w`�_�_....-__.�..............._..._..M _.- _ '._�. �� ._. .e.�.�.`R — — _-•_/.� �_r ...�.. � 1 I 111+ �A/t >r �1(,•�O' � � i ___ _ �' y �><4 •�; w {e�. ?J7 �IMt�4f'r� DIN cv `?►.l _ - 'rff:N� ^- - f O 4- w ►. 15; dr 14 l.► 1sJ1� -1' (Ty`P) j I ^+�. __.-_��--...ten_-.:•rw.» �.�r✓•.y_.w..r.� Trite • {,�� 1516N 411 0z Vpe Cop' �°''� ._. 45��x v.c,v,,•ti ._...tr' � 51b � I o� G/cam' tI �� � LA4,l F&P:.-f5 , ,1 77 `'+� POt�p TP-arh 1hret shall bear the "Gcadra-•Trade!�aar>A.�" .�f the A. P. A. \ Poor &• 1-1oor sh.lath►tng-- Structural ?1 or Standard trade with exterior 0,144 ( Pann 1 14lenti ficat i nu Index 32/16). Use 10 .1 colanenn na i 1 at b" on center at edga ,. and boundaries, and at 10" an centers at inteenrnidi+rte beartng4. .p IF Wall nheathing---Kxcept as noted an the plana, Stri etural Il or StvndarA 7 , Grade with e+xtPrior giteee (Par»1 Identifiration Tnder 14/011. All edges *hall be backed by 2" solid bleeping. Ilse 10 d ccnamon nai I a at 6'0 on centers at l' -- edges and boundaries, and at 12" nn centers at intermediate bearings, GYPSUM WALLA(IARD ANU Sltt.ATH1,NG NAILING SCl(SAULK !�inimum ns 1 site- T l./2 Gyplsuae wall bcw4rd-----5 d :soler or Parkesrhead ''FFZI M ST✓G�5 �_.- 1,,.1 '�T✓b'S `.,..-• 4�., .. ».6 d I M f Grpgkxa sheathe nK board-- 11 K4. , 1 3/4 I mW, 1/16 head. Di mind point 04tv, r � lfnless otherwiso iiotad, naxl spacing for Gy"um wall board sh.w? b! 6" (w ' �iM ►-J 6-�►17�i , '�' centerq, and for Gypst a liheHthinit shall he R" on centers. Nail spacang ' F•4Pw �-� -+ �'• MPI. applies to all studs, top and button platep, and -,ll blocking. illorking 1. _i nhal I be 21• nominal or wider framltAl,;. V ' 'ih«tar Wn It' nail tng ,,fi�r AA ,, ,,�� % 12i�/�' fri 1� _ G7l�5 N►: y �` Ma rk Na: l Spar.,nor82 (WteC? 1 h widte (blocker ) o • ._..�,__.:�... _._...� ----��, -� _ _ -.. ._.__._-i._._.__.__ L_ _ .._ � I/?•' Cv!�st►eo wsl 1 bird, each i _..--...._ .� Tri=-ry _-- ' ' ----- - --- y/8, ___--_ 1 a'� ' aheathinR, (bl,xked) 4 xH' -•--_-- y,. ,' yy l/Z" •• wa! I tH,nrd (bl ockred , i IG J 5 r N N .L 14. 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