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6900 SW SANDBURG STREET-2 4 4 1 i jT." „coj it i y lit � � ,0AN OrD ; I Y 40 X 80 --� o -a! to 140,4,;0,4v& 0%oT. &10167' .SvAAV CB GE) 0, ti ZAV, T do A' x 1,4 ZA . _ __. _a_ _ _ __ — _ _...._.. _ ___ . _w._.___ _ _._ _�..__... ...- .___-_ . •I Av. 1 _ -� 60i� vis r -ac�: _10a 5 W2 CIO , � .. �� � � Ri �/r1/LI� i/» � J � �. '��..w�.�� .war � } ��rarr�, ��■■ — .�-` ` • coo ie �a; /bpd ex ig Gi<A n ViEiVTIGt •,: iySQ 46/4iV) 46'4946 � T✓r''GFit/. � .. ASPA , Ms U io F:-OC,,e CAPAIV ... MC %/lY'r'�//S•f a f�P.Q.1lG� t SEE 112c.F/Gle N Ar ;T t_-- 1: jg4E(g /6A C41, ,j//V/7" GS i�T G�1T Y rY N � 'SirI. . r r a TlAli�� 00 5 TZ,4Z A"6;. 6;,EN'A!5.OAL CQ1V7k74C r0k- sol,CiOwi rJJIM ' 111I ) I1 1 1I 1 1 1I1III 1 II I 1 ! 111I111111111I1 � 111I1I11 � 1 IIIIIII � III � II11lI1I1I1111 � lI11IIII 111111III1111111111 NOTE: I F THIS MICROFILMED 2 �..3m.-{ 4 J 5 6 7 8 9 (o I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - ---- -_.-�_ -- OE 62 92 LZ 92 SZ bZ EZ ZZ IZ OZ 61 of LI 911 SI bl EI ZI II ;III s .I9�..., cI 19 s a c z I"•1"' �nllnniunlunlunlnttluuluulnnlu111111111111I1111111UI11111111111II11iIIlIIiIIlu111111111111111111111Jill 1111111IIIIlIIIIIII1111III 11)111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIlI111II111111111�1)IIIII)l�11W1�1llI1lllWllilIIWII�ll11I1111�IIIlIlll111111�J1l�IIIII111IIIIIIIIIUI1111 MAY 99 1 1 0 . h 1..r.110m of won OVERREAD DOOR SHALL BE PANELED WOOD INDU!.IRIAIL DOOR, 2'" 24CA. TRACK, � HIGH LIFT HARDWARE, AS MPt,. BY CRANrCIRD OF OVERHEAD DOOR CO. PL4►QT1r.l0 pTtap TRIS WO*1 CtIII"ISES ALL LABOR, MAT XIALI, TOOLS, SUPERINIM"INC' AND 1 TEMPORARY Ct1NSTRUCTIOh OF EVERY NATURE NECESSARY FAR THB COMPUTION OF THB k- 1Y00D D00 BUILDING AS CALLED FOR ON THE DRAWINGS. THE GENERAL CONTRACTOR, SUSL'ON- TRACTORS AND MATERIAL SUPPLIERS SHALL VISIT THS SITE AND FULLY A04UAIN"T WOOD DOORS SItAL1 It SOLID OR HOLLOW CORE KITH FAINT GkAUE BIECH FACE, THENSILVES WITH SAM. THE JOB WILL BE COKn2TE IN ALL RESPECTS WITH REGUARD SEE DOOR SCHEDULZ. L k l s�' C H p I N L t N K = r -,E t'ra R.t=,cj. - P iZa z r?.. r' f t✓ ti E , - - ZCaC� TO MATERIALS AND WORKMANSHIP. ALL S;-% "=•, _, _ _ --- - �. AC„-,] I'AUS C ULE E i boRSEU ALL WORK !!HALL BE IN COMPLETE C(MlPL1ANCtt WITH ALL LOS, CODES, oRD- 4. ALRINIt F1iAMIL 9 Pf:! ;? ;.O f - I IIANCES AND REQNlIREMNTS OF ALL AGENCIES LEAVING JURT''gICTION, WETHER SIiOWIR, SPECIFIED OR NOT. a) STOREFRONT MATERIAL TO BE "KAWNEER" TRI-FAB 456 PlUXING, BRONZE ��~' Ic �:�� ;� r - 'r. r,r C "POOO G�2 " I ANODIZED. r'� , ., r. pnre, ` �`` 2 ASq�N pAV► we, . I •.i-r: J I-Z-qt l � �a!a EXISTiwG- -rae--5 TO [Zrxi1.� : �a b�FY1.�ir AI.UMT:IIM WINDOWS SHALL BE FBNTRON $Ns 1t-:i:i�, 310 OR EQUAL, I :,.. r, � � �� - c-: ,,,_ //- (� �7� I � OBTAIN AND PAY IOR ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED, SLID114 DIVISI Y $I'TS WUEE S._ GLASS ION 2 �� � GL :�G r1c,�r:� ►.. :r; ::,-•, �__..---��- - -- --`.�,� GENcf:ISL 71 E .. i tJ:.c r ' ...r -.""" ` T- � O 1. EECAVATION AMit-GRL►DIlRC a) ALL MATERIALS SHALL 8E TE STANDARD PRODUCT Olt PITTSBURGH r TE I G - - I.A __- ----- — GLASS CO. , LIBBY-OWINS-FORD CO. , OR MISSISSIPPI GLASS CO. ALL GL%S8 u A �- -— ___.- 1/ 1 • SHALL BA EXECUTED AS SHOWN ON THE DRAWINGS AND FINISH GRADING SMALL SMALL BE FACTORY GRADES, IN ICCORDANCE WITH U.S. GOVERNMENT STANDARDS, N. W. Nnr ,rr„� GAS ° •--� �-----”" A� _ OS _�.---- - - �- 1 CURb ('''� C"'�J� L NIE RAILED Sl�OT! OF DEBRIS. AS DEFINED BY THE FEDERAL SPECIFICATION DD-C-451. I ' P. G. r3yE. r�.•,; _: ••� r. R. F. p. ar.r" .� 2. ASP'HALT I'AV b EY!>;ItIOR GLASS SHALL 111E +�;" POLISHED PLATE � Bti•_J I .� ' SEE PIAT PLAN c) SEALANT SHALL BE CLASS "1(", rYP>r 1 MANUFAC�'tNRISD BY THIOKOL CORP. � - � � ' Q �v COLOR AS SELECTED LY ARCHI38CT. ,jjIYIS�LORI 3 COMUTR d) GLASS TO BE INSTALLED WITH PROCEDURES RECOMMrENDED IN THE FLAT GLASS 08 ! . 1 ,: ..;a r►I r'r"��I I�i3 rl�,'.r ,j,,,�, CONCRETE WORK JOBBERS A580C. GLAZING MANILAL & ACCORDING TO CHAPTER 54 OF THE U.B.C. ALL CONCRETE WORK SHALL BE IN BUILDING CODE REQUIREMENTS FOR REINFORCED DCCONCRETE (ACCICE WITH THE A315CI S&A 318X) . Q;YI—S� 9 FZbtIBIiLy� J CONCRETE FI."1 FLOOR SLABS IN WAREHOUSE SHALL BE 2,500 L.B. CONCRITE, WITH - A MINDIIM OV 5 BAGS PER CUBIC YARD, TREATED WITH 2 COATS WILLIAMS SEALER I & BOND BREAKER. a) ALL MATERIALS SHALL BE ' 'S MA,:WACTURED BY KAISER GYPSUM CO. OR ' � ust ' L�uilcltnm U.S. GYPSUM CO. AND SHALL 1>E THS;''ALLED PER THE MANUFACTURER'S AYCOM- y S iin� j t ccordi,�g 10 city Cc 1 E 2. '(URL- TP COlAm MALLS MiNDATIONE BY EITHER THE HAT.LI Nd JR STAPLING METHOD AND SHALL BE 'INISH ection made bolos r _ _ � \�`� "• TAPED. M�TAL TRIM SHALL 31 IifiA AT ALL TERMINATION POINTS WHN:RE M11 ,nsf J � � - + � ,�•j� ETC.�INCLUDING ADDITIONAL OVIDE ALL REQUIRED NRBITNFOItCEMENTRSTRONCBACR( ORGOYIIER ITEMS A3QTTIIIG OTHER MATERIALS, Ab�I+ �T ALL CORNERS. i ,tcupancYe�'IY OF . TIGARD P, - i /' L ^J r) REQUIRED FOR LIFTING OF PANELS. b) GYPSUM WALLBOARD SHALL ?i$ k" THICK TAPERED EDGE. b) ALLOW TILT--UP PANELS TO CURE APPROXIMATELY 7 DAYS, OR UNTIL DE- c) MOISTURE - GUARD SUPER GYPSUM WALLBOARD, TYPE X CORE, IN MPXIMUM SIGN STRENGTH IS OBTAINED (2,000 psi) BEFORE LIFTING. COST OF TEST- PRACTICAL LENGTHS TO MINZIN 1E BUTT JOINTS. CUT JOINTS TO BE PAINTED. y INC TO DfiT'fiRMINE LIFTING STT�ENGTNi IS TO BE PAID BY THE CONTRACTOR. 1 - d) JOINT RRINFORCING AND NAPE SHALL BE PERF-A-TAPU JOINT SYSTEM - -LA 14 � c) HE CONC AND :GING METHODS AND PROCEDURE ARE THF. RESPONSIBILITY COM.IPLETE WITH DMABOND 90 JOINT COMPOUND MULTI-PURPOSE. � / -- (( , �t / � i O OF THE CnIITR.ICTO�. I --, � TIC ICS LING + ' / --1- 2. 1 ' t d) PROVIDE NECESSARY SHORING AND BRACING TO HOLD PANELS IN FL.A'C8 - UNTIL PILASTERS ARE POURED AND CURED. a) ALL ACOUSTICAL 1"jATERI sL SHALL BE A5 MANUFACTURED BY CELOTEX, KAISER, „ ,...._...-- $ i f ARMSTRONG OR OIWdN3-�ORHIDR'i. DIVISION 4 MASOlQY (NONE IN TINS rRpJECT) 21°S "� -- 1 �' y V�.i G•: ^ b) ACOUSTIC TILE SHALL .9Ni 12 x 12 x � INCH, FISSIIRRD T<ATT'.,;RN. CLASS DIVISUM L METAL (SEE GENERAL STRUCTURAL NOTES FOIL REINFORCEMENT) ZU FLAME SPREAD INDEX: �6-200 FEDERAL SPECIFICATION SS, S-00118, E 1# A S 8114 . / -- �.. 8 C,c.=�✓ -- '” TYPE X. CLASS 200, APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S i t' (SEE GENERAL STRUCTURAL DOTES) INSTRUCTIONS. " -Pae K I IJG IIS .aGCS UZVIasIQN 6 CAi:P'ENTRY a.v r �.!41 00 _ L APPROVED FOP? C��i: ----- ..- - too 0 S vv iI,r F{--- EYTEf• et Illih 1 ' E? ' 5 t 17' w_ _ f of @ ALL, c \ , EL . 20� * r: i _ 5 "F n I . 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EMLI L.SIO -.L. lr • ' I_Il---%--- =- ,m • 'I -a ♦ Ii IC.', 24•" Iv112R•'Irs. MIfZt2nR. . ♦ ECy u4,L. AI- 2iG L5AK - METAL PAIZTITIOA7 WE`J�r WAt L. UET,'yt 1 , 4'=11d I i - 3/ r I n i _ WALL a -rAI L. o 3 PI L. ASTEk DE -w �. 4 � 0 I II SG ----- _ —, 1 a NO'r� 1 � F ^ �" IU14N I • �- _ - r 6ALAN�I7RIVE PINRIQVALTC RAMSIT P'Ta$ PI PL,oGS Q CG tJC . HAS CEIU_ I _C ( _♦ r -_ .— •, 1"ZY I ZIWW/Wn K FLA' stt. OCU IJGT LAOL- REAR R.Jx-I' - \ F lnt2AQC L " 1'e + 3 wASHE R , FILL UL..11L QUA1T BACTIt.t�n"L IS '�� FRY SF4'Nb LOK rLASN INC TLM I,�GRTk "14, _ 1— E � \NAL_L_ WENT WALL- OESICN 5T1ZIBKicrw , I � _ SYS &JTZE0 i SOLI&LFALE �t f..- MOUNTI<.F� CrZ 6mlIP!- . /� ^ ! ' ^.1.._ � . 1 r., . "b" t7 �, LI* V. I t 1 - •I -a arses:-,". C 2x4 7 R G- n� 1 , 4 E l_ . E J *, I r Y4 �lr� RM Q '� E �a 1 -0 24" tltl G(!taU F� X - -- mo _11£ 12"04 SQ/c L: ¢TL£ 2x4 L r-6 rz w 61N PSo wJ ASgr,l po¢MICa < FJo. 4A I / If r --- ! 1 /z2 0 *4 1 S AIL TO LE[Y F.r•' ALL - --_- 9V "pLYwoor� Tb1:+ - 2x4 . 99 W�FO rLMJGN :� . Al0 a ' 16"O.G. E . w' "\ IF11'PLYw¢ SueC'nrrr..A G ISZ,rxfo"GEr']De �•VGL a 2cLq C ID1Nr. ea/q."T. W i .2 I " —I 6 rW`IN 2 c O1JG , SLAP, / • '` 4LOE 2.�'a"PL,yw VE LBAC�FEtLL 4• V WEEP HOL.es SINK WIFO "ICA 0 O M S FrZO 1..T �- .� " o� p O-O" OIG MAX eFWwIII � X d 1 - - - - `, ,•2� 2x4 Lem¢ 4`GOF.Ic. SLAs ,�1. e' NO. ae (211 o.c _._-. _.__.___-- o I r'1 O O I r woL.L ----•I � _ 1 , �� — ,� f I' • 1 I I LiC DC. Wl ME.<,r_ r 4 " il. I� I TQGr_K TOPG 3TM\. f 1 ._-- .___ Gb T. L �_.,\ I 4 MO 4 A, 1 rl z h1 _ ! . I J 1 NG N . 4�I AVUL TZA- IAI 2 ' ( ,\ e/ IXC, ao U6ti GCCAR. \VEST W.AL_ L_ 6¢AvaL"Drzvlrl S '. 0 �loa_�Tu w•tiL.l_ �EGT1O til �* _.-}.L- 1�.41r Ig o.G ��, + EAST '50U -rw WALLS SCALE I /z": I '_o" T I �i 4 ASO 4 tour. 51nn '' __ J F� ,� Q0 , t r * - I 1 N >✓OO'rt ry G L.� -�, .... .� -+ cJ U. IY \ IV H l 4"7 '3"3¢ r 3" cLIZ F T E l_ E.: .T I 7 _0 � G• jl-o.. � 0 fy /z" Gout_ . wow 0 --- -- A I J 3 I f A i - 4 RE '"hl �..i ! L_h �, /��1.._. , : I _. _ -- --- RETS- t.1c� :T Y C� " ; . I'- 1- 11-4-' 1 LINE W/IAL4riTEK AFYI'/E SEF 17ET. G A6OVe / - Z6 &A. 6.1 . PLASH O __ _ \ _ w ♦ w.: _/ _ 4"GONG SLAB w/ ✓ GOUNTE2 PLaSN JI•o I , LOW WA L. GANG jY.(o o ME•',H . - 2x4 ': T1 S ejr 1 O 1 EE 101 r N ,g. -vM. ^c1t"';^ ... 1_L I - tdo. 4 DoweL.,, 124'% 1/2 PL{wo.-e-� o� - - - N♦ U ? -F HooIG G• • r 4% 14 c Ea L r_ i 2, Ifi JOISTS a 24 Ar- 14 W 41M SO rI LUP -ZIO ` f ... . 7-11 — MAY 8l'U2EnI_ ,> O EA Entry. l ILl l N FTG . FCF t3A2 : . L . ` a4'ti 7 4" + 11' " 3' c" j'1•� LO NG. 3TIC-5 G� 12.O,c. t10 4 VE2TI1� 2 ELE �, A', TOP y 3,12E®x C. I'2"b•G , 2 (PROs S.NtO. S HO21Z ,gl 12.0 .E 9' TW4T W/6J 12"e �m rLUSHiIA,S ,F/c10 RECP -F. CAF3IKJE r) I/T TA 1 1__ 4 =I D4 ,SIA�r - O 5/6pI2„s.b, 1/4_, � w 2wo L'%TEIJD Nn21Z . Ar�+NS• - q �S5/!1"" S/6 ,4'rs3w pL . + - 14w/-fie•10" InITO PILASTGrZ0 PraovloE L.rr I-IUOK. - LAIJCOF Gout SLAT$ (o`COF.iC. W u' � P. i n 1�j PI E CZ PILAIS77 � 'DET �41 I "-I -o" 1 L040I "J Dor, K r, FT. �4 =10 {� LOAf� 11J n rD�rl< CAUOPYj( k_ __ _ OFFIG >w WAREM �) U� � Por21 F 11 ' r""" __ �"_— ,y 1�I c k ALPN LEE3E� C- n I KJC .� �" . . �• ,� Z_1 -TOR '. tVEPIS- Kc' s-rJ 1 ":..-7 lank P Rommel 4� C%FOR. ST017.F+ F•RctJT „ �L,� CfTnn<,;L �. - 4"o.c. E.w. ATEr21A•L J ` T6/�r .L Jv: NO. 3HEEi NO. SCALP 3/ rA� M4 =I -� "O T L FIryC '+ d E -ra I Lr14.7II STAIR I� ET"AI c_ '/a'�I'-oM 12 Wi � r�OvU r.� f>>=T�, 1 � � I. 1 , o11 �o> oR ,�{ -��.�, L. v , Io-5 -,3 RoMEL6ST�HL a.C. 12 SII IIF111 111111 111111 111111 1 IIIIIII111111I III I111I111 IIIIIIIIIIlifilIIIITIIIIIIIIII111111111111j110111j1I11111111�,INOTE: IF THIS MICROFILMED --- - I 2 3 4 B d 7 8 0 f0 11DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TIE QUALITY OF TIE ORIr,INAL24 X DRANING. OE 5Z 92 xZ 9Z SZ OZ E2 Z2IZ oZ 61 91 !1 91 91 61 EI tl II 01 6 9 ( 9 S Y E Z 1 J990 I G t ,�• ,..,,. , PRsssuem 'rra�,Ttcr� pLLTs �� a ,� 's/6 b •'b, a 4,- a. e, 1 . All work shall be prefe'erlwd in strict clamp:ignew t county and state codes and/or erdinsA@rr. S 1 m Its <o x 4 F b _. � 1iste>�°< � 7 2. Property b pwilding lines ostablist>ted by # � f i 0 4 et? 2" e• �� + " V TOP k wrm yk,c. I others, s!lb11. be verified by the general Irontt�aoto;, lD�tat�t! I � 42 wsY -TYPI nsaM WIDTH+,/+4 !�..,�- the Mork. ¢!�, rola 1% V r' 7 3. Signed approval shall be Iaardatory on of es swV►>1�LM .0�►t ' 11 3 * ' �-_ _4 • ; ---'' g s riot to ord rr material or QsMA01s /4 d}M b, h I ?... 1 & strop drawings. p • ing - 2 ur,. rYral-� ( I j ( . - a ! ` �N dravings shall bot prepared by only that sub eontr+�ty* � >� �. w, E% -o I + 1 _ WI i� I execute that contract. Te.ia GoR►.e ct , oF• 1 a �. ti s - - _ _ -- - ---- - I �. _ I 4 1.4i I - 4 . Design Loaatngs a Roof - 2 Spsf (LL t 13pof ) �.l19► �• 'f `< .,�.�; 1 I __ �' • ' ') -- wind- t0psf ([loris. prOsetion) Suit- 21, Ip DRY �c J 511p, It l'j l ' G L U-L 1+►�`, 4 ii :. P - /, F,�, 14 N 3t.x I/,4'' F,g WI N�,S W� 4" „ NERAL 5TR1�(;TUI A • �10TES e TyriC.&L. - 3 x / >', t3 . T YP , . T "'T" ° `'F'"H7 I ( 2+, " } SLOT NOLES (1'/4"Vr" r, �t r, L'A0 f-'" '6' `' `'`''/ 1 . Foundations e All footings to be 1 '-8" below lowest adjacent ftaish gr,1e ea En I �u c! + a cLlaar< „ . _. '►!d"Ho¢It.) FOP- W4#M,Pa. = /a fi' �n . �, {' 7 or original ground before f ill whiallwer is lower. -- - C 0 p I ` , _ t 4 .•.� Fill a Under slabs shall be of suitable material for providing & fire pub- � 9 - M PEA I d E 1 _.. . uI►��>r rx-���.�r I ,� ,. > f • I r1� � •3 �9 t 7 base & shall be of ire rted ranular fill , if 1.•ired All fl,kl aMa11 b•' ..& �. _� . -- �� 2fao. a co►rr. nKzu � ' - placed uniforuly in 6" lifts & ooapacted to 9S'x min. of aladlMa>la site. NE��1/t SEAT IDE' 1 � ���� �,,,� {�� � G� � t� � as determined by A.A.S.H.O. method of compp+a�ction. Soft spots sh>sall ebbe - NX-L.iGy of PIAIJBC.. .------ F'US'r TC Nom. v `� EGT t C71V removed & re-compacted. Place 6" min. of 3/4" minus garavel e�!' s�'.tlhtdl4t.�� g1n�l(�,n; GSGFS under slabs. y _4 -I 'T''Y . , PAWEL QE-1QF . G� 0PEQ1Q& __ .. , .� _ 3. Conetetesf All concrete except pilasters' to have 2Saapsi. aria. �q��,r1,va strength @ 28 days. Pilaster concrete to have 3000 )s IL � Ztl pp ~ .� GG ��. •�- s t & place all concrete in accordance with AC 315 6 3i8. Sla>pIs L.- G ,+� �� C.r. t �..., shall ue placed with a low slump mtx. reinforced & paut'eet!►e al► �,:,, - -- drawings. All Blabs to be cured with an approved liquid eembrAnp vWL I' g �} CO.H. Qe, Ja M� • I compound, applied in accordance 4ith they manufacturers raa �t.�► 4. Reinforcing Steeds To be Intermediate Grade billot, confesui>< to ASTM ¢' 4xCo.Llarx+�ct 1 6" RLIW -SM pL�►►rl A 615, Grade 40. Detail & plain in accordance with ACI 315 & 318. 4x4-, 1/4 w/ 4rww. PUIZLINs �6N1. w�aT1. + / Pia •Birt ..� i I/2''o W�Ko ANGNorz I[)) DR • JAMB PEAU , _ " PpU2 STrzIP� c L�Cos ,� 4'_v o.r . _ ;. :, :':- � � . - 3/4 �,: ,��.�,;,..,., I�e.e K_ Wall Reinforcingr Reinforce all walls with the minion a• foe�o�c .._ . __ - _. ---• 6" walla- 4 12` o.es. iae3h wry►* • A !'• M ` $ walls--•.- +� S 1 e�.ICo oa:z. rj 4• a r2 �,►.G.�RT. v �� x +<. ,)01 Sr i Com,' p C. Extend all horizontal reinforcing into pilasters as shown on of Iv. ,�. 3!4 M,�, ; ' Y>�c�u O . F= nu' I w/ 51 N+ j7.;an.l In addition place 2-! S eontiw:wus at top, bottor nerd sides of ax�'u r+ U %�, PoUrz ST . �1 u 21e, Jvl ST t�A��f'V=,tom'.S 3" clear at top & ides. Plaeea 2-�S roe.'lnuous (� tops b+rttwi fr 's IIAt all openings, extend 21 -0" win.beyend •dee, i of openings8i; plaelllp 2 .�I IRer� a • • =l _, at corners of openings, Place extra ref.nt'oreing as required for16 lift , 4 - • - I t. b placing i then panels. 1L. x I / G LU - I._ t n P_•r,a M, n6 . K �x I a> . tit, /b",�V"xa'-9 '' r Pilaster Reinforcings Unless otherwise shown, to have a dila.. of 4 4-s/4'#M.rS• I&431e pwsumu-s '' with 3 tion @ 121 ea.c. . Provide do"l• ties at top b bat teA o>� t _ _ Extend 2 interior bar's to 1V clear of bean seats. alb 2 e**rJ9r \ '. • `� I -' 4"�M.i3. -r Hou PUQL1 T T(� `' �,�� }`1 extended to 1 k" clear of the top of the wall. Lap reinforetag ivotlrt - 21 -00 nein, eith foundation dowels. Dowels to be the same sieve a.• w EST SI0F_ To r`-t�s v E � ocop, S' LL - steel with 6" sin, hook at bettea, 3" clear of bottom of footift o Lleae�GFt . PU Q L I Q CO d�,.1 U E C T I 0 �.! C ' � c 5. Structural Steels ASTM A36. Detail & fabrication p-ter A 9C 6. Roof Stracturee Matetirial suppliers for glu-Leal rwalbors shall submit mfg. Certification �:'f Moisture Content & Strubtursl GiC o with delivery to ,fob. All glu-late members to bei 24F., s 04 Ply to conform to the standiu�da of the Ameriel'taan Pirtnroo6 ASSOC. T IL AL PAWSL RPt=" 1QF0;ZC1WC1_ '4 ' "V.. 21 T' oL.../ � TI`'••� "** TA! LS -4 "1 'V � � 0 F� I C1.:.. C .. Q KE�� 1� t'�i ��TH1 L.S _ ) - 0 anterior dtruetural use. Nail roof plyrwo4 as �+hae>rn e>arl� ttfei pl�utr#.cc�J �..! �.-. Purlins !� lodgers shall be douglas fir well seasoned b f of GraaLva r.) be acww 'b tothe &CarAowd gr�� tom; at W ar a 118 P'`� a To tae PHILLIPS, 2Eo HeAr�(V4" S- 12-4) 25X stress inecre�aae used for full SELF r�F111.1. 1 1-�� Ccs►. . dNC Nc:Q S , rxZ E�un condition. , 4 x 1/4 F,rs, - - -- - 50 M.6.(T YP I Car_.) V_ y _ � " ; s � 3/d4Y� M;�. 1 N ''1/q' * Q t / FLUSweLL'5j w CUT 2XC* Przr�sURs w - , �T - I WA`54dFn �'-p TQAATVt7 PLLsTL� {.-w 3/4 it X W I oT H x 1 O (weLO pt�rC To N F5UIL.-r-u P 2ccaF • _ � 10 L.Ot amnt!giT r; G , 1/�"PLY won o J S("Psosu F24 P4COST ff W, 4" 1--U i- GOL W I r�T►-� + 16 ' x - ---__ - x/4"4 M.15 1 2 4- �:A cf• Q' Q' A POST CAP t�ETA 1 �.. -- - �,a"rn.us We Lr�S F L.A sw 1 G '� __ �, 5GoLr. 1/4"s 1 '_ o' 4•KG� pit T6 . / j 4-,4. Pf2. YR ` PIJQCIIJ iPac;er! a �, - x - � ___ i► _ � L�GGIltZ bTw.a ;. � Vra oRo►n ge . � _ � _ �K L!!De3►s"sR 2 x 4 a 24"o Doc:. 124 ,�' PU9,1_IyS N 4 Co t�u n 114-3oAf�>< 14 Fu_IZfr.i e� e)T W 1.1, PU I;LLI►.1 ; - A L r r� H s1►1 CL 4 11 to 4 8'-0 . ,: S `'� ''- �� - L�bn6rZ .,. 3 i �5A►G1Cli. 1PX7iT <. r 114" G iR 2 Mo.co vests � POST W I DT N Q` T,'g"e� HOLee F - I PtRGG 24 Ga► . S Gt�tr> ►a i r�orVs �- z "+1 M/S•(?VPIG.esL� _� 12 -ro (.d�1SN11Jt:.. `' w t G, 1 . P&W tf:LASHiK.a ooTee.>Idr •• _ {-�� � 1 ' r-�•�, s o LM F ' �/�� x 3 �T 1z�f7 o �. .1 ---.r �U �` f' U �� (V fJ L6,&0e4 Pox �, (�' cn"o,c . t=ns.TE1.1 } Q 5CAL>E 9/4" ; ! �_ o .� r�7 w'/ lx,wEV. TOC L. O 1L 4 x Y4"?1`101. .. '. � �, ~�} A;, •K�, ^ '�� - .r � r ; , I�2' �,r- (Wim?'•' r) _- - d► � f - `''' I1 4 �� x wIDTN X _ � ' fIs ECT a MPT" o P �4T -+ ,� AU 0 I S1 M P 5C�►.t H U G 12 TF EL6 V. I ZI•! , _ _ _ Q /� /� P•c� � x 14 Purtt.l►.:a: - , - I 5aGAL� �-��} s 1 -O i 12 �J POST H� -rA i L d )fZ CoV ,c.. . 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