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14170 SW PACIFIC HIGHWAY-2
! 'I ' : I ►� Y Z92:' W w p I W 11"n � Q 01 ZN UJO CL Z now lee ZW cc ' i r•', —` _ f , 'r N W rF�•E A:,. �`PCC7l�. E 1 �: J ' 1 Z V W a ' --•_._ - ./ -----.�.._•____ 1 ( ____ _ r - WIZ as SPrCIF1CAT1ONS (-• I �`�= TY PE `S"t W 1. The Contractnr shall verify and confirm all di,me.nsa.ons shown or implied on the drawings and U (A / .J C •A. � - sr,e --ifica•tions as well as .1-he physical conditions of the site. Notify Eng y Engineerof any discre- �J I6T Fri,. . EL. 292.. 5 ; pz.nc,ias prior to start of work. 2. Occupancy : f-2 ,,* Ju fl,f /' ,� s . Copstruct ion Type : V -N �' afiF ' ` •�/' � 'rr 'fir, -� r`' It rk,All. loose tUPsoil , -)rga,-tic mdteria2 , and rubbish shall be Otr'i.ppea artd removed from arca of {n Zig' « °'' .• r- ,,% �,� -fes S . A.i:l footings to bear can firm, natrara �^e 1, undisturbed soil fe of organic material:. Assume soil. j ` S T �. . '' /� ,, ` bearing, 1500max.imutn. /�a1 6 . Paying •co amply with "Asphalt PAviAg Association of Orfs•-Sora" tltc.�amm,:nd;� l dF: ign and n:�nstruc 'r Y` ! ... ~ 4CFt �_ �•,� �: J 'Y /%"r �� + !�'1 tic)A procedures . �� ; '�"'"' �,, D,,Qt a . , '. "�►., y; y ' , fr 7 .I '2l a�4, Curbirg : Six-intkhigh c oncret e extruded _urbing . < , d -� 2!j<i' R . oricr, to . Q ; ( I �� _ 4 `*s•'' .,, �,•r�,, A. footings and F•ourtdatiUJi Walls : ft N - '1 '1 :.b.., '-' ••••�,c � ,� � c - .,UO psi at 28 days with mnxim•am sl�.urtg 411 . ��l1 ` +,r I w ,:; ••- - '�" Gym B. Floor• : iabs : f 'c - 3000 psi at 28 days with maximum slump 2 7./2'' . " , C. Retaining Wall. (see plan) ` ' _ ' ��`•W � •� _' """' �„- c 3000 psi at ?t3 days with mailroom slumF, '�" • 3141 — i ll1 I , J l /I AIA"tr �"' • RP,xrifarC2ngr -t ' ti /! 3 .'' �' Al. Slab* :tib AS1��'� t�-1 welded wive m n rr ` -[ ! i f ��f' slab. i mesh (o x 6 x w1. 4 x wl . 4 gauge) , placed in center �. }r 'IdA ', r All.,l. � , . . Q hkr �rtcltete r. :+irt.,Grcing ASPM A-6J 5 Gr<ade 40 deformed bars. } v ~� r g bars t have a minimum of t i eta coverage from earth n fo t d _ ,� , ' ` A �• in walls . o r ` a e f 1 ca i ngs' an ?' S .. p 'Splices., p A Cade Section 7 . 6 through 7 . 3 . ', ' p-• .l tri .',y �, ��•^ �' 1 �11,n i.mum 1f.1 S dt �.,LG•t �r C1 • �' +' / f-, ', r - �' I iJ. \ nc.ctural and 1"1iscellanc:ous Steel. d �1 ' ^' '.c� �� '` , �► Y t - / +� '; ,r-'� � j' �� A. All stpur—aural ;steel shall be deta.i 1 e_d ist ted arid erected 3J3CCC TC3nCPwith � r !i , :. '• .I f {� ;- -• r ,,�, ` " s A1SC manual , latest edi.tlon. -- B.� 3-eel later and angle's}� to be ASTM A-36 . w - �'" F -+ /" ;n ` ' / C• Bolts shall be A`""ti A-307 . r !,.. ` �� -- ,rr ,r , �` ��' 1' V Pipe - ASPM A-53 /Grade B, Typo S. ff � L 1 I •� _' sk 1.: ./ .'' OC}. E All eteel to have shop coat (c'%r to e f ! 1►1tV"/ G+D►.�G. r �: - Q , P h �galvaJtized i,_ noted) .ILW 16:►1E W�.L. IC / •>: _•"••-.-.....,_�°, T�E�1 � F. Weld,,, : A1.1 welds I:70 XX. )./u" fi.;1.J.et weld t ,� � 1. urilesb therwi.se noted, by � P R1�.. ..STP►T F• _� � quart ie�l Welders in �1CCi)r'dallc,:c_ ��� 14WY. C.1r - J - _._.... ._..._.� , Q with A. W. S Standards. _ f �� o F . ll. All t7aQhing:: , g,ttt'ers,. dow.�s uut9 and scuppers to be ?6 gauge g•s v primed, tom* a -� 3�,� '� Y �� lJ $ PP arized and f J �` "- , ,rY P fi, 'SC M painting► • ' .G_ ' . j 3 2, r• ,p"�°!� 1crt :'q ." - N ibd 2 t•�R.. - J r'" ,� 12 . C a r P en t ry:. "w ! '5-rAK t::t,� r ¢11�.!P, WL ' �'' A. All wood,i'�' er act wi h concrete a b® r•essurr. a t•S - /} / b r p manent cont o rete t tr with ; r i I _ _ - •o...,,�� *" odes :atuat 1J Plates , b c.ri.king , bridging, studs and ledgers : Dou,g1a.3. �L ��,.. �f' � � U ✓'"' . 2)' Purlins , sub -1,•irlins and bca : las i. 3 ms Dr ug F' r 1 IL - C.� �--r i e ) Glu-laminated be":71,,I,-- fb 4JD psi (unless nther�rise at:r�cl) . 'c t+Sl7 si rte` !.9 .�'� L t z , J r. f v t 6`� p _ ' `''�,- J I - psi. ; ..x er�or glue ; industrial al)peai`an:P; fabricatcar approved •� � °, .. f c t - . and 1 icensed by A I T C.C. Plywood Sheathing: r ' Roof and floor ^heatiiing to be 5/6" C-A INT APA Plywood wit? e ` N See Plans f nailing. Y xteriar glue 3,2dx6 t n orr� � ..1 `T S � `,�.K 11[,'ft,� � h1 E.�+,P � N R., r, �1 a V, ;f _ All nails to be galvanized box or common bright . Nail in ac<'or�ar►oQ with Table I`,.P �- IL � .-_� ' 11�.lt .� - F 1!G�. W A.1.L 1.973 edition Uniform Building Code . Brm Bright t,ox ails prohibiter?. .. /x� r � AV, ,, , „ F;. 61oc_`king anti Bracing: 1 ) K brace all joi$ts at: maxim 8 ' -0" or, center. C Supports . '. . / w _. 2 ) Solid block over all - a.. -- - h `. -r se •"1E Sr `fit (?1-oek all st'ad walls maximum 8 ' 0" on center.. c; 1 ) 1/2 x .6 beveled western red cedar sfcling grade R or better. 2 ) 1 x 4 tortgue and groove western rc.i cedar siding Grade A or better, 3) Vertical Accent hoards : 2 u western red cedar "r Ad . e No. ryp:sum Wd oa xd il.b : `. A. C.odesldtandards . All mate,:,] j .s i ordance with AST"i C •36 yc,oT n acc - application in ac B. [n nce a 1 with ASA ,97 . 111 Standard Speci f ica t lora 1 or Gypsuri Wallboard :a n�rhes , " ' 1 one-hour dr two-hour wall assemblies , use one-huu �. ' 1 r U . L. carted K3 p�taJn Ucaarci,. .,,: ,R .° At exterior walls use "exterior type" on outside face . 14 . Roo fing: ,..... '� A Built-Up - Owens/Corning 315 WMD (Class B) I ''•[PHw`� B. Shingles - Johns-Manville Standard Seth •0-Mat is Shingle , 235# , UL Class ,C. '. 5 . Waterproofing J S 'Q."�►'�,�"fi Eos, rZ.•"7G�, t.�t Water roofing Membrane - Uniroyal - liquid membrane 61.25. '. DATE .;1.6., Meehan foal e Plumbing and E ic-etvical shall be dune � n undeY� ,.,eparafepermits' . • _. . . DRAWN BY: I � t A F-t t J D CHECKED BY: J t>A I GENERAL CONTRACTORS & SUB-CONTRAIC-4 REVISIONS: I T 5,� P LTOGS MOST HAVE CITY USKSS 13CENSE . YAx L O"r b 1300 3o M A.To z.% 1 10^ � � ;E rrLSSARY CITY PERMITS PrZICR vrA 1 n �1 , ,7!' CEs IosT lG PE0 U61iWG SERVICES. - W/ !�►1•+1 t LJ�'1'��•! � .11 u ts•I'T'Y � C�R B�!�O r.,l 18 S U.AN P CE GF BUILDING PERMI T°R TO ' --- tLxI �~r i Nt,, 4�p.r3�$ -rte c +,4,,w4,ts �1Q y ��� G �.�,�_�� p. B _ s oAttD1TV pr - _ -__ _ Via. IPG DEPT. ; h KIP,, J� `�-�L`� - ` UB•LIC WORKS t ____� / �► s CQNTINr,;rNT JIS M ---�-"' FI KIP,•L IL'.ApES ORKS DEP Y �./ (!ONS �N , i r"ESE DRAWtN05 A1,: THE 4� %i Aatj rRucTlpN as nPJROVgJ I PRGFERTI' OM NA KE►;ZI( N[- - , G DEPT• _.. --- _ RS q RE ( F r•�a�i,rzcEP� BUILDING LY — lY.ESii, R JIREit 1wi iN D ki r MCI:--o , f/J , AND �IIE Neth•- 1 �-t/7 �-'^- """r'.�•...u. DUCFD IN ANY rANNE , y P �3t• WITH `•ME WNt-rtrN o'ERMrs- TUALATIN h1]R y �.. _� SIGN or Mal. _ _ _.. l FIRE DLP',. AL at11 HEST BI111a`.yi�,,q must be complete; 1 B� according to city codes and APPROVED FOR bit CON,STR?ICTI ? p . Y r final inspection made before / �' CITY OF a'IGAKD o: [ r� rated (, I occupancy. ! CITY OF TIGARD ` Q W 977 . � AUG 6 1 BY / -TITU .., MACKENZIE ENGINEERINGO� ' <,Ms x ..�.... INCORPORATED JOB NO= '7 roCcl R , N 0 r _ tolib": a , ••.. -....".JMwr.-. +�,..y, :_ -.'R�t..Y►., -"-.fir^ .• 'y""'-;YR .,ry . '. ,.._. .. ah ,t ., . . - • ,• ! Mow 4*1 n. M,,.• +„/ • a -:'may:..,' ;lil�,• � ,.-_ • +•wurr .ir. . f ' lll; 4 , ib � lNOTE: IF THIS MICI!OFILMED — _-- 1 - - ---__---� -_---, _L—DRAWING IS LESS CLEnR THAN --- - ----- ----- ---- - �J THIS NOTICE, IT IS DUE TO -- RTHE QUALITY OF TIE ORIGINAL Z L LZ Z 4Z Z Z Z LL Z 8T I LT lv E.L l TiI I `. 8 B tL 9 9 1 I S Z TN DAMING. JUNE 25 1990 ; ,a �$11464 W W �X1�'tGri Ph•R�. bp, 4+� 5 u.L. �r�!,,�3a A 55 iTlo�•t '1 �c.fa, '�/ �-`�t�.lU• t 1�-+t I _ Frt ,�I t� z,,t,4-'S• Q - µ L IL• o ---- �#C, SLA.6 W - ~�- Z x4 P.-r, Ft W/ Iry Z_- 12" _. W.W• M' � I��1 �'.'�W t'�V v N ' I' g!5 q,g.. �„ � . . i� t +•off +• * 0� E►. °� `�-j1 .�► , L�v � - r11 21p11 , Cl u C w 04 ::fit 'F- tlt ► GG2.ll �. G �r __ '� { f�U 1J T. W Ca p All 20 -T 4. I_... �_._ _r /1gw �, I Z" o•c• .�. 3 1 cot jT 92 LA IS /� 1 _ � 1.4 rR w Irr• �• _-._._ ... � •t M :"1'•GP' 1�,. 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V 40 0 -4Wi.L,li � �1 U�►11 �,,4� ►=�.��; , JPA .. _- CHECKED BY: 7_ REVISIONS: S e (o t.�r..��j" 0 ETA i I.• �1. F o � �T' I i�J ��--^^_� D r: rhH/f, ORAWINO$ ARE '04 PROPE41TY OF MACKtN2lll N♦ INCIERINB !NI-ORNO1I AND ARE NO• TO RdPi� OU CED IN ANY MANN11,[XCE-T WITH THE N�NITTMI I•IIRM,,- SION OI MET. AUG 1 {nom .,/y�y/7 ' , r • ° - 1 •fi'�_ , r 1.. ITVG L V 'JI I - rV•_ .. MACKENZIE ENGINEERING _ _ OFA► INCORPORATEDpork" WNW '� -" � .::. - .��-. .�' � - _ � N►....rj.� '"".q� a /YAR'M1• • �' .. 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IF I-A P t AUG 16 1971 OF es MACKENZIE ENGINEERING --- ----- '------ INCOP,PORATE2 JOB wo, ,. ..�. .__." ...•11+.. '.a 'w "'L"� i yet .,. s #.k? .,. +�, ....-,a�. .r,��N' »_„i , '^ `� '�` If'• � �'.r � "mom r!e�,.i'�'9f�•,..k ��• ;�.�•ill'; k ` .� .Af1lw' -"�'��''' � . �<{r�q Pesn�^ =�'"'''�'j•+�MI� lII�1� �,,. � � .._ � ATr'�' -. .. �...-...1- _"__ `.Y ._....�.-..�-.-.i�•iww...�.�+..�+A. rrr. .•.....w+wN+rte► .sr.....�.. n 1 1 I I I I I I I I I i I I l y l l i l I ..r' I I I I I I I I'I I I I I I I I I III 1 1 1 1 1 1 i l I III I I 1 1 1 i I i i i t i I I I 1 i I I I l I I I I I I III I I I I'I I I I I I „"!-.,. .•. .. r�.r;r ..,I.N. NOPAR ,.•• lI � _ � .,� . - y1NOTE: IF THIS MICRO ILMED _ ��. _ -- -- ---—Ti 1 —L- ( 121 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO -- — THE QIJAI ITY OF THE ORIGINAL $I I LT �I i [ i I Rii T 8 w L I 8 9 ► �Q L 1. r�M DRAWING. 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"Mid 11 'x1,',�� , - ,. _ . . •1 � �'�� IM,w;, .. , r all " t+J � ,r,• ' �► � Y eMly , t gill ' 011, �.r�.r�"s.YIII�JYYPk III III III III III III IIE 'II III III Illlr I II. III EIE III II !IIII III III III III ISI I I IIIIIII III I I 'Ijl III III I I'I I!! I Ill III I��' lll L111 III IIIIIII III III !IIII I w�+:.i ,DTII 1 •�%' i � it I<'O1c: IF THIS MIC'?OFILMED GRAM I hG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF -ME ORIGINAL — - -- - - -- - ' DRAWING,, B L 9 9 I ► C S Tn , M► 1 1 11 I I 11 Illlll Iliilllll fllllllllll IIII,I�.Iilllt.l IIIIIIIII IIIIIIIII IIIIIIJII�IIII JUNE 2 5 ti:. 1990 s ; f r ti I -• r f I 1 i i ( I s , or- � � i J� ; —fir.-. - -------- - - n � '• - �12�•�,< t-a�- '_ �• � .� ' _ �. :� f � �- - - i No 4- +--fir- �, I I_1-'�,.�_�_ u'�• _r i r +.. �� - � � �'r f" � Li U n:- E--� F-I� �� 5 �� lIr � + �1 �' -�..,� '��,. � 3 �'�1 P 1Z�,'�`' J '� �+ G 1 rz� :..Is. 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J �/,�• � \/ � ,� _17,a✓ '4 a ! J U�s L,,, \/A- 1-\1F- _ \" �O. 4 e5 I M. Z7� O 1.. :7 r J L r t z w •! L S.. a ; i L I f - cj ' uicoI o � o SHEET NO. I CACAO[ARCNITIRCTURAL AhO TGIN[=RINO/UPPLILS CO..PORTLAND.OR n:• q - .•.. ow` tINCN11►�1111�M� JII �IA,, ..,s. .._ 4,•.,�a-. ., �". ,• - '�, d www. •1 I I I I I I i l l l l l l l I 'I I I I I •I' I I I I I I I I I I I I I I I I !I I I I I I I I I IIII 1 1 1 1 1 1 1 III I I I I I � ' ; • I I ! I I i l l l l I I I I I I I I I I I I I I I I I ': v � �'' '' i , NOTE: IF THIS MICROFILMED DRAMING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL S L LL Z 4L Z 6L ILL TL �+ 8T II I„I Llr _ 1 9T si t Iii - i - --G —� L I �9 4 ► 8 I L l H DRAWING. IIII lllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII illl�llll IIIIIIIIIIIIIIIIII� IIII�IiII 11111111 IIIIIIIII Illll,tll►� ��� IIIIIIIII 1111111 I bll�l, II � I (” I,I -' JLU I II II I (rt � 111t��Jll 111111111111111111111111111111II111111111111111111111I1111!1111111111111111 I 1 I I I 111111111111111111111111111111 I I ,1 � � , 25 199 , - w - * i rM D!'�1ri�.1NG GR I F� -- - ovE�F�c>w 289" - -- � T GuK� 2.90 �'� ISI T �4Z� . !,1 TdL �F,&TE ' Vl:K.t-r Y � O G!aT 1 O► IJ � F M F•�•bL - �1QI_Qa W0ILTla l�fiZCaP'Lc K.Tr,.P L1►.� - r Zr` o •, ! w/SSI RLV 1C-4 a M �E fl<�z.f� �,<�.r, - -- - N GON0T1C►JGT 1C� , S'['Az.TS O .- - - j f j 1.v -..�,� _ i K� AL. lvdVlNGi'' f 0 ! oX D-R��' Y I 'II `' _ I��>" G.M.P W I "(0 ,, 114 " $r!� 1.. z j 0 ro,,V,R G, ,+ l r 7 g ap I I R. :>T�, CT;:. W�4�s� F L �' 1" a 33 16 z 1 110 r �(7 L�4t H cv ) 2 �► s 1 b abs. - 9 1 Ai, �.mrsw C.13. k zA - OKIF�CL ML. EK POlk KUN O5 0 HwY. � r i 1 r N O .J W e .1 . w! E*!�.I 5TOR E. t r v z () we n an 1 a - +'(�l go 4032 SCS. FT ( Ilbr FL.) • SPEC' FICAT-TONS W Z a,► Y 3 �. '-'•1 I �3 r. U�. --.... TY 1� E '�[ 1..1 .1. the Contractor sh,al l verify and writ irm all dimertis i.onb x�t�uwt, or irnpl lel car, thf- dr.'awirgs and sir spec'f.'.say::ions , as wa11 as 'the T. T physic;. 1 conditions c� the site . Notify , lig' neer of any dis,cre- Q •' . "' "'� Paw pancie!. plb�for to start of wank. 2. QecuMainQy : r-2 , ,•'' / ,/� n 3. k:onstrUG C ion a y,)F_ : V-N Ali �� ,�' % - , fjJJ! +I.• All loose to}.soil , argar,i� m3serial , and rubbish shall be stripped arid removed frim area of ' .rd"' µ AS1s L'T �, r" v � beuriAling ltooti,ne, to bear cn firm, natural , undisturbed soil free cat organic muteriall . A,,sun;e soil - 1 ,,' ' e�1i,, LC71;'.•�`w rel ! r,i' - 6. l'avin00tuscumpXymwmth "A5 n - r ' 7/ G1CyMM''b-" r-- 4 _ 1 r,.� ,f tion 8 "Asphalt Paving Association of uregon recommended design and construe- ! /' ' • .-._ Giw,\ r,'. ' •�� k 4 1-14 p r o c e d,i r @ s . rCurbing: Six-inch high concrete extruded curbing . 9(01 Curic-rete. P �; Z ( j�rb►p' .`"�'� �.-.__ '►:vr � plt� ~� ,,,, -• A. Footings Arid F'oundat ion Wal)s : f 'c = 5U0 Q�p �Q „ J -- �. psi at 28 d4,ys with maximum slump 14 i O ;f'W � _"� Rr .N,►,C1;. r.y 8• . loos Slabs,.' f c - j p days with maximum slum 1/? G00 psi 3t ?� p 2 ►► ► C. Retairin w'a11 (see plan) f' r_ 3000 psi at 28 clays. With �Iu�Cimum slump 4" 3 ' � 1Q' se 6.a �'.• - �. rJ� "' 9 . Reinforcing: Q �Q -_ t / W�. eA^Irr -^ + _ r 1' A.' �Fla�ar Slabs ASTM A-185 welded vire mesh (6" >' E," x wl . 4 x W1 . 4 gauge) , p:reReed in center . t, -.. 8. A].1 her concrete rei.iifnt'circ ASTM fi1� Grade -- " ,,r► , A- dzade 40 deforrr►ed bars, C. Reinforcing bas's to have a minimum of 3" r+oncrete coverage from earth in foci►:in s G ' / ` ' `'' L •f +o in wa J.1 s . a r,d ._._ � c`� g g +@ D. Minimum laps at splicee , per ACI Code fiction 7 . 6 through ' J i(3 . �t:�uCtural and MiSw 'llaneous Steel . ci. ,,'" ,I- ,. f� i A. -Ata. ritructural step], Shall be detailed, fabricated and er�►ct*ed in accordance with t _.- ul , _r , "'C? `�`�'�',� ,� �� AISC matraad.l , latest edit* IL r j - • , -�..? N r'�,, -� �+ . `a" '/ i/ f i� - . `^ B. Steel_ 1 a t e a and t t I C .;,• J, #. , , P d angles o be ASTM A-36 . , .,� k.. Bolts sh<•,ii be ASTM A-307 . i' fi.l fil:.W G O+•I C• ' ' •' t` ~� �. D. P - S Grade ,. + ,_� 1 ` ''`� '4► T� Jst w•�N 1=.1 Q lee J ATM �- 5 3 shop coat (car c� j �.. I '' � ,�' � Oc ' E. All teel B , Type S l L's�W,tee..MC •Q ' . ''� - � � 1�+ W Imo. > 'TJ�1 L.. a ! r �`. Welds . Allo have p t b e g a l v a n i z.P ci i f r l p ted) . t I welds E70 XX• fillet weld t i.Qal i J P ,�R. P_ u1l v otherwise notq,4,,,,1/4 f Y o s t h e�;, Y t�tR1R. �T/+qT� � Qz -� _ �' �`+ _ $'Q �' T� ff � tialii`i?d welders in accordance with A.W. S . Stander.•ls. n._ �- cud' T0Qeau,tLCs f - �T'I "" . �f $00 ,t.:"�►„ IVr f 11. A11 flashing - �? FLS g; . Ge 1 ,s , guttF'r� ,, downspouts and scuppers to be 26 ga►tge g.i,lv ,nized and pri:r+Q.i i3r 'tYW rL 77 t4 ,r painting. ac �- r1 i by FL. EIL . �� .... O'I ��, b,,n j ., t � --...__ ,,% � ;, X04. 3 __ y q L. ''�, a 1�• ♦ �4..U.r.-„y..y1, Q•I "'. .!'t' tJ cvq Id R. f` J t -- I t}=aiR..�, viA,1. All woad in er Lanent contact w' th / A. p concrete to be tr aged With _ res .�u.�*.ivk► press a wa►tN,x+• '` d� t >✓� -NES``/ `�P1.11 Lt;mii�er ages . I= f ' p��Cd -X15714 P.� N o� 1) Plates , blocking, brid in stul.l , , , }k '', 1 n S tUlu 1 E3i' _.F.!"'3 , ik�Ug149 11�r #2 .. ,• i c r Z?' Purlins , sub- ur'' ;ns and beams : 17 C. _1--' ---t-- F I 'L1,lN 3') Gl.u-lam'r,atedpbe - _ �ug13. fi..._ 11 ,.fe'l 1rT. 5 . .C�QIJ,dl h.1 5► i .l i..l 11. f - i �1` �' t�Ev�'� MP A� /� _ dm5 .. lb _ 2400 psi (un �'esb otherwise' Stn Lad) fc - R ��� � .le - V V ! psi , exteri.t1r l .,- indu.�tria: appearance; fat�ica.tot► eppovlerl �1 ^�', r •, ; _ 1 '"�'`'CU i _ �-� � L1G'l�AI L� `�_' pq , q4'. f V 16 5 , r ' C� f p,. and licensed try AITC. g • • r.. e'-ro� C. Plywood Sheathing: �.. .., € / ' D INT APA P 1 � � �► 1.y' 'Y'�►�•1 '4 �\ I i.r LL j QN Roof and floor sheathin to be 5 6' C- wood ., f f `•r � I Vj y Stn exterior �.7 dee plans for Wallin � ' �l1 I � f / �•� P1�W 2 1�!fiG. ,u,, t � nailing. g Iain' � D. All nails � IL IV) I 1' MILK �. Fllsfi. wA1.4. to be galvanized box or common bright . P�ai.l in accordancla with 1'r ble is.-P �C 19T3 edition Uni_f rrm Building Code. Bright C,U.c nails, r'c�hibite�l . 1 X !{�' "Q ..tJIC7 "GCS •,l�,I„1 f `+rT .. ,.. � 1�,� ='i !ti►I TAL PI _ _� alotking and Bracing : r ttt !ti r i W_S- x 1) „X" t,C�ace all joists at maximum 8 ' 11 p� CEJ •� T�. .�. r � c- ILG�1NCa'.r 13 a ,, _0 on center. _ . � � ! .. �.•� 1-y t•a•� lT -- . ,fi �,h. � 1 Solid block aver, %�11 suppur'r,s . . �. { 3) Fire block '` }...7�1- all stud walls maximum 8 ' 0" on center. Siding i ( 9r LJ �`' ; ) 1/�' x 6 beveled western red cedar siding Grade R or better. J82 ) 1 x k tongue and groove western red cedar Siding Grade B or b•Itter. 3) Vertical. Accent Boards : 2 x Western rG4 cedar C,rade No. 1 12 . Gypsum Wallboard A. Codes/Standards : All material ,; in accordance _ .� G'S• orc.ance wit}, ASTM C 36 ; appliodti.ptY in aeCrs�- �� lit► ASA 97 . 1 Standard Specification for G sum Wal � �...11. � � -�_ 13. dance ��, ,� � - i YP t,i oard Piriishes.11 / Itl all one-rider or, twcl��ho�ir Wc111 a,at;embiic�s , u5r� one-hour U. L.. rate.�.i gypsum hoard, �� 500 -'•- ' J 1 New EXIT �TAIlC , At exterior walls use exterior type" on o'.its;,de face . p f ti.'tGuN ! l � Wf MET1►L I�ANC>• 14 . Rca�fir,g: K.1'�4fi. 4" ILKjC.�{ � {'�.�. �' f: . A. Built-il ) - Owen !1'�,rnin Sp,. ficatic.n 31,, P ItQ•�� R,41 L �.+C G�'�.. t g N r WMD (C 1 as s �) Fire r etarckxh�. . aG k' C L 1$. � GC '� -----,► V B. thing ie - ,1c)hns-Manvil2c� Vii. �tQFR �. .! 1." 4 t-.a S5 ' , g.�'S'r°► r 1„1,' w'►s A.•Fire r:as�•n r�rck : _. �� 1b . Wat,'!r +i ink; Membrane - Uniroyal - liquid memLrane 6125 . SE' S DA 2b.. Mechanical ,a i , F'1�tmhin ; and Electrical ;hall Ue dans under separate permits . -�7 �7 t 1n4 '-�'" V`,J Gov Fr."•i ; '_!�' ri ----- -- HAWN BYs "L J '�GIi �.' 17. brick venter = Paric.k. color texture to mat,e:.h c.x, Sgt.+ bric•It.. A�T'M G f(, .�rade MW _vitae F 54 tv e.anforrn i_v U 6ef •s's►ndccrd� nv. p4 1 Z4 �� . fAert+ar type %5'r 1-4 ! ,,,, - 11+�D f�f ep Z 8 dmfs . CHECKED 8Y: tf3• Gnrruyated s etc ; pl c Ib ela with Z ;A}"x 1/�• c, rw {,I,,n "�U�• F•�U2'f>'-) IqFNMIN�I�GO E='.4L 4. 8XCrl�Fli..1.i� �.... . ,,,e. ._� 1v�,........,,,,,,, IREVt$IOIdS:--____. .. y�t� L� AL pESCR.I PT'I C� t`.J � 1 -r-� P�.... *W �, IMIA'1'W �uI-AI FI1-1. MATERIAL MA►Y 59 USL.V FOR STRUCTURAL. FILL CNAIA'r(Nd�, 0' O / 1Q/14�`1 (�/('`\r�C i TA�,?C L.QTS 3 O C? � 30 f MAP 2� t I©�� �( P � + ` �'�: 111 ArrD C,!Q.iw`�EL� OR GRUAHiLD I:C.QG.IL. TM9 M,A,X)MUM 61>E D� TH1E 4.AR MAi;t.R1,� C"cF.N KAY. I / #w#U4wP.• a IL IIVGNcS i WITW N D"r M 0116 TN,LN "' PIEK41l41�f" Wt M1��.t�,IgT[.'ah,! c� ut`.IT*f' t cnrcttt.�ola �,. ..... . �--- --- . _ THE GRANw1.AFi MATERIA L- SHOULD 4E PLAGrLIn IN 5 1µ4N LIPTS ( L.00tll) .AND C.0MF^,C.TFC-,� L�1 �•,,� U61N�, V18KXTORY FLO" EFZb OR P► A•Yif coMP�►.cTO►�s TD A DiC.NbITY Nc�T Lam' `I' II+N'eA F'E'fCM IT r�SINSITY, i��CIS'r1N44 4X.041I'� X1A To GHALIGqr { 1°1RIIL pQ.F' 'TMf�MTRt•�OMMi.NDl-� �. 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