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IT IS DUE TO - THE QUALITY OF Tlf ORIGINAL • DRAWING.• OC 62 BZ LZ 92 SZ b2 EZ ZZ IZ 07 61 9$ LI 91 SI bl EI 21 II 01 6 9 1 9 S b C 2 1 I .. f I - *foil"miluullnllimiwiluulnnlmilul►I m111111111111111Itilt;11111I111111111IlII1111t1I1111I1111I1111II111)11111111111IIIIII111111111111IIIIINIiIl1111tH!IIIIIIHIII11111111111111111111111111lII11WW1I1W11W1M11WU111111111I011111llllill1lUl)I1U1111111 11111111lII1111IWlIIIH MAY - ,.1 , . 1 ,..,, _ 1990 �� �� 1 r.."6- .. K. • . . ' D) E. r, I .......001-------------r-------- Z g al a i LU UJ w go_ 0 :g > z , ,,,,, '�P/!� f 1,,� ._ _ — 4+1',,( (,. i a, I %,c \!, C�'�k' a !'1"T t?• Fr: • P/PRAM ?.G a. c���L�/ �.A�rl�G — - �. (5 Q - - U Up/ P>F�M � � W I • rr I n' p fr ir ( It I LU ® 'C'3 a �� d ilf' r ►.-. .�._� ___ I'r�- I s 1Ali ea T ll \n(AL L ...___ = 2 } . ! 1 wi *4:0 It"oic, Ho it i cr, `• I I 1 r---------. i i - _ ._ . , -._. _ ___ '�.: - _.-.___-f i 1 _ Aye _ , A� Q I I I" -,� � r ^s� ' ,1 i I f__— -- T. 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Plywood Roof Sheathing`s 3 `� conditions shown or implied on the drawings and specifications n as well as the physical conditions of the site. Notify 1) 5/8" standard DFPA 32/16 , with exterior glµe." J C Engineer of any discrepancies prior to start of work . f . Plywood Roof Sheathing Nailing: • 2 . Occupancy : F-2 . All occupancies by separate permits . i -....1 / 1) 10d nails at 6" o/c over all panel edges ander 2 I . This permit for building shell only .V 12" o/c at all interior supports . t i 4 . Const :uction Type : I :TN. 10. Mechanical by separate permit: v • i _ 5 . Assumed soil beari : pressure : 2000 psf. 11. Plumbing by separate permit . • 1 6 . All footings to b( Ar on firm, natural , undisturbed soil . 12 . Electrical by separate permit. • Concrete a. f ' c -- 2500 psi at 28 days : maximum slump, 4" for all footings an•: floors . u. f ' _ = 3000 ti.s '. at 28 days ; maximum slump, 2 " fo wall panels . c'. Concrete Reinforcing DATE 151 IS/764 1 ) ASTM A-185 6x6x10/10 welded wire mesh, placed in DRAWN 8Y: center of all floor slabs . ,HP . ) All other concrete reinforcing ASTM Grade 40 `/ CHECKED RY: deformed ba's unless noted otherwise on plans . 8 . Structural Steel REVISIONS: ib '2. I . a. All structural steel to be ASTM A-36 , r. k1 K EF 7',1.na t"I C b. All welds to be per AWS Standards . c, All bolts to be ASTM A-306 . . 9 . Lumber Grades • a. All wood in permanent contact with concrete to be r.IElE DRAWINGS ARE TNF pressure treated. h. Sub-purlins : I)f' l1 ANDPERTY OF M ACK kFie I .REEKING INCORPORATED f) - AND ARE NOT TO SRE REPPPR(f -UGC) IN ANY MANNER,f_XCFPT W0H THE WRITTEN FERMIS- "ION OF MEI. I* (2. Purlins : DF a 1 , . SHEET r-1 . Glu-laminated beams ' 9-\ ] ) fb 2400 psi, fc a 450 psi , f.� _ 165 psi , PI-111 (1a 1 I �./ 2) Douglas Fir or Douglas Fir and Elemfir combined -I JUN 7 1975 ' tHemfi.r in inner zone only) . MACMAZIE ENGINtERING OF 3) Exterior glue 1NCDRPflRATFD JOB NO 4: '7Cv ► 4 !1 • ri IIIIII•IIIIIIII I,IIIII II!IIII 1111111 1111111 ,111,11 1111111 1111111 111 �11't'IlIIIlII 11I I IIIIIIIIIIIIIII IIIIII' IIIIII1 1111111 1111, 11 1111111 �''IIII IIIIIII 1111119 IIIIIIt1IIIIIII . . I I i ( I I i ( 1 I l I ►I 11 4 NOTE: IF THIS MICROFILMED 1... 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(\.s.\. ,l -ea g 4,0 - v,,, I . 4 i .,', ; 4. r•,0. ei- Vi / I N. • __ . _ •0, • / / . r-:: ' 1' X '- cD1' x I')'' Nii (g.) ,. c),. x . e4,:c, ), -71_6.; 4, 0) 04 ) 41,....cot /., 1 (1) . X g t-•Cr)" - -_______:__: i 4' ... RANIINOS ARE THI IE rNilf;J'ERI TOSYI?r0k14,16COREANTZEij FED°- , ! , AND ARE NOT TO OF RE RO- . II 1 , ... All_____144.t. DUCF.0 IN ANY MANNER.EXCEPT WITH THE NRITTEN PERM'S- . •-• --r .. - _ _-__I- -_-... _- _' ) . 1 _ _ _ __ - -- ' SHEET E ._I. I_ _ . _' 1 -__ _ 4. ... j . _ . 1 Pri ivied ,----, --,- , •-.-. k \ . \'`"151.0" g 61-011 4 14,11 roo-r i !NJ ('Ll - I . 14 7. (1) \---' it CAL. r , , ,, , , J ts 4 x 4 - 2•••••• . 1 FDL AN Ccc.)NiTit.11-4E-D) P GRID LIN C '5 4''S :1) ' Y4 " = 1 . Cli ••••••••=1•••••••••••••••111.••••••• JUN 7 1976 _ E•KG.E... PT 'L? ':.:•ORNIR;-/le ) OF `2 MALKIALIL LNGINEERING 0 , . INCORPORATED JOB NO: ......m..somirmisimenim...mosomiammimenamm......4,,,.... -- -- 444,44, ....._ . mamr‘h•• - L'"--"' ..--....' --..., S ‘11111,1111111ilipilliiiiii1111411111,1111111,111111111111111111111111,1111111111111111111111111111111f111111111111111111114111111111111111lilliiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiillil 1' NOTE: IF THIS AICROFILMED . 3 4 5 6 7 8 9 10 11 12 1 DRAWING IS LESS CLEAR THAN i THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL .1. DRAWING. • „-. OC 62 92 12 9Z 52 PZ EZ -22 12 OZ 81 91 LI 91 SI tyl CI 21 II 01 -6 9 i 9 S P C Z I oluoi - 1111111111i111111111imilillIM111111111111$111190119114109191110116141011191$19ININIIMINWHIlltli1961.164661119169111011191111110911WII1111111119Uhilthilialilliaffilinithil01.9911916111119 ,, t` • MAY 1 1990 . ,., ts,, # „ .... . .. . ..... . ... ,,,_., ,4 .. _ .: ..... ._______ . .... . ........pinoroo, -....••••• - ....-,..-. ... mr,- ...... • jsknaimm..„,,.............. .....*.o......-....1110.14411•.-011.11116.....• - - ---- --........ .............,......'"..0.1111111111101111.1.1....*.„.„,..., _„,...... ... .. .._.... , .....*. -Ro....-.... -.....- , • amas...... • • • ".......110.1111111dh '• ' ) ) , __._, _ ..... .._......_ .....--••••••••••---,----4-4•'••••-••-..s-...--..--„,,, . _ 0., ,,,...-...-.- .••••-•---4.4.-4•444•••••••••--4-...--............-,-..„,____ _ ..-....-44.----...-4.-- -- - - - ---------- - f/ ummerommem 111.111.11Malimmiltsimummamm . -- , -.NIINININNFPNIIPIIIPMIIIPIIMIIIOIMMIIIIIIIIIIIMIIIIINMIIMIIIIIIIIIIIIIIMMIIIIIIIIIIIIFMOIMMINIPOMOMIIIIOOMIINIIIIMIMMOMIMMIMIIIIIENIMIIOIIMIIIIMPMNNMMMIIMIIED mow - . i 1_. 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L. -E-- VAT I 0 N _.... .... 44 Vico ••'-', I -0 4-,01.J T I-4 51 M. , - • 2,11 PLYWD. c-,NTHCT ,,,r ---:,4 LI A i L ii & 1 k) tTU. 4 - - . • " ,, .,,,•_ ... . ....„ , . 1 • / it WA LL . 7 mum ,I 4---• 0 44'4 I % HORIZ_, ( ( 1; , *4 5L1F41"OR.L I KJ (t 2.'•42 X - . , , J • 4 j• • • ".. .... i' - - -- LI --....„, L4 ) u , 2.i .1) 2.4 1 7 Ny ,,A, ---- w 1'1 F_,47 ,:kr) 12," ';';'.... • Cral.:c.D --- r IL-- '274:: PLYWD. a')HT I',".:* . EVrE NiD i- 012. ' - „... -4 F.a 1 t•IF. I t--i T(.) . ,1 - F ,L.Lr g. PAO,..1t.L... I -- 1 .. - e-2.i I r- - i ' I ' 2 '' e, r. 7 rt. v41 • . ' • :•dji C.,4)NI . me.>1-/\75 . i .., l'-f- .•% ;(2.' 4i. i-40F4,1-7, . 'at '. 14 1. vRr . • . ..........4 . • I _ 5-- • - 4 I... . . t •••' , l• 't • ' -% !y '.-..) • . • '' , '': : '• ' , , 1 , 1. A - __I ) ,..----- --- - , 1 FLA ''- TE., 2, DTAL DETAIL 2. ILLE.... 1'2 PANEL • !)... -4 --) - 1-1E.. WALL. E. I 0 , . , . , r•-) 1 • -,, , -Th-W7, 11.0,1 7-4:7 ( AR -- 1. . -7 J. 03 z. ... • a <( .YIMPAL NOTES , 11.1 < --1 ;,/ .. 1 . :he Contractor shall verify and confirm all dimensions and e. Plywood Roof Sheathing conditions shown or implied on the drawings and specifications n • as well as the physical conditions of the site. Notify 1) 5/8" standard DFPA 32/16 , with exterior gli4e, 6 1...1 . En:-:ineer of any discrepancies prior to start of work . 3 < a • f. Plywood Roof Sheathing Nailing : ' W A \I- 2 . occupancy : F-2 . All occupancies by separate Fermit:i . 2 1) 10d nails at 6" o/c over all panel edges and r . 3 . his permit for building shell only. 12" o/c at all interior supports . 4. 4 . Construction Type : IIIN. 10. Mechanical by separate permit . . . :, . Assumed soil bearing pressure : 2000 psf. 11 . Plumbing by separate permit. . . . () . All footings to bear on firm, natural , undisturbed soil. 12 . Electrical by separate permit. 7 . Concrete a . f ' c - 2500 psi at 28 days ; maximum slump, 4" for . .. . all footings and floors . b. f ' , = 3000 psi at 28 days; maximum slump, 2" for ' wail panels . • c. Concrete Reinforcing • DATE • P3/ i 6/-7 ) 1 ) ASTM A-185 6x6xl0/10 welded wire mesh, placed in center of all floor slabs . DRAWN BY: , 2 ) All other concrete reinforcing ASTM Grade 40 CHECKED BY: • deformed bars unless noted otherwise on plans. 8. Structural Steel REVISIONS: '2./.7La .L.'i--ir•P a. Ai, structural steel to i)e. ASTM A-36 . ::.--,t' •-i R.E.`,4: , . . b. All welds to be per AWS Standards . 4. Printed , • . , • C. All bolts to he ASTM A- 06 . ', . Lumber Grades ..., d . All wood in permanent contact with concrete *o be HESE DRAWINGS ARE THE pressure treated. PROPER/Y OF MACKF.NZIE tHEERING INCORPORATE.D .1,,E.,::2. 'C' ANDA ) l'741:NNOV:16.11;TTNEF864 'EPIX:CRVZ b . Sub-purlinr : DF # 1 . SION OF MEI. Purlins : DF # 1 . SHEET Glu- laminated beams 1 ) fb = 2401 psi , ;'.c.1 = 450 Psi , fv = 167', psi . JUN 7 197G ; ,. 2 ) Dou4las Fir or Douglas Fir and hemfir combined A (Hemfir in inner zone only) . MI'i-' ENGINEERING (NCO?.POR,ITED OF 1 3) Exterior glue / __-....mmumeimillaillimmommommo.,„,„„„. , 4107ic4 NO 0--,: 0-- -----1 . . . . .. _ ., '...."-.440,4**%411.-mamillINIIIPaliammosmilimmill "..._- rowm: ., ,mommpomow„, ,mommommnimpoomm, .. . . . ...., . . . rroliltItly111,111111111,11111111111111111:11110111:111111,111111illipplitilIIIIIIiIIIIIIIIIiiiIIIIIIMIIIIIIiIIIIIiIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIiiiiii:1411111141,11,11110: , 11 11 )(, 1 NOTE: IF THIS MICROFILMED 6:,...7.4*, - . - r 2 3 4 5 6 7 8 IIIII9 10 11 2 ..... DRAWING IS LESS CLEAR THAN 4 \ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. . -OE 8Z 9Z LZ 9Z SZ 1PZ EZ ZZ 12 - of 81 91 LI 91 Si *1 CI 21 II 01 -8 9 L 9 S 0 E Z I"UL ofilmilimlimilmlummilmiimilmdmilmthosletithoduidamhoilmohmlooludmiliotheihutioloulimlunhosimiattittolostlimInulmiliffiliwlinilaulmullnulnuluulmahodunliffiluoluulon ', ' _MA Y 1 #: , . .: . ________. _ ••_______ .... . _ f . ) 1 9 9 0 v /1i - -- - ._______, -. ___ __-.........ss. ...... , . . • - I__X./5 r• PO Paii.A Z - Ag 6,(.1,14.frLD Z. 0 eAr,,CI 0 ./, , 0frin I • /ris CoAiro,e7-,4 4'- ..E7 ' W t- ,„ /3 • lc AS . 1 4- ' 0. Z:•, 1. 0' . - . . . ,, __ ....._ _ ..._ . --____. _4 zs .t. - - _ .....,..._______ _____ 4 . 441 N, t E eocfrc. • t IDYos . 1 164N-. i.- ifs'-/o • As. ,.!3 . 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L_rr.._._.3........ttL 5 6 7 8 9104 II $2 2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. , _ 411 X ' OC 8Z 92 /2 92 SZ 42 EZ .22 117.—iii 6/ 91LI 91- GI 41 CI ZI II 01 -6 9 L 9 S 1, C 2 1 anal IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIM4111111111111A11114#1610/1/141411111111111101111111111kaathill616/11ffildiiiiaMinithinliffillilliMAN6110161/1101 010141111111141111 ' MAY ,1 . ! . .) 1 , . .: 990.4•11111111i .-..........,_ _,_,....., ...........''''"..ftilleliftilligli".. - JR.-- ..'....-------...____. -- - _ . . -,.................-...—.- ........ ........- • wimiwwwwwwwwwwwW/EINA ____-...wwwolellIMIllftw......— AO . • -- t4.711.1111.11111.0111M.1111111111.111TIMINIMIlk. r .2,4, . a" ^ .� 7' - G," .•_... _ - - a 2 co 3 °ori' 3 �� —__— �° •o' ._---- - - - __�_�.._---- ---- __ _ _ ___---- - ` , CC Cr zW W Q ._� Vi _% -- _ _. - -- -• -__.. - i � W • 0 W' mob W ? ° o 0 _ 2 1 I T 0 'Q z a °' • t �, z w f• _ _ _ w0 4'' 0 a o 15R i'4E_„NA.;( ILI & E i '• 1x./ F) cc fl T T' F - 1 Z C� . - \ I I �r� 1 W Z CO . . , . ....1 ` I 1 03 3 1 i; . 1 V V vi , . . . ....-.1 \ MAI 44,2 M " + 1 ' I - 1\ \ FSC , • C 3'5'° a, 10'' \\.• qqs fi. 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DRAWINGS ARE THE ... j V1, PROPERTY OF MACKsN21E 4NO- /7y,�-� INEERINO INCORPORATEDEQ J �! AND ARE NOT TO EE RE R [yam Printed DUCE() IN ANT MANNER,EXCEPT WITH THE WRITTEN PERM19- SION OF ME1. y SHEET � , JUN 7 197 • MACK+EINZIE ENGINEERING • • INCORPORATED OF b 'i - - JOB N0..7 144 • \ +�I NM•:.,..:..,.�• .,v.w+ .:rt .' y... Y..�.- .� .__ ; .. ..�-.._ _ _ "^. - I vM+WM(� �.lOWM. ! !wM4.' 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B DRAWN BY: w 4 4 Z -W 1 C�-- d ! �1 Q' srrp ;A► / I ME, Z Z F L L‘t\)t` U) i CHECKED BY: -� >� I 15 /I - --- -� 1 d I i . _. ._ r.. �,1C1 �" Y C�'.JTLI►•.rFY riP? IJNAL,. OI REVISIONS: I- {, �— : Q` I I I _. _. 1___ r 1 i Cv/ 2/T:4. 1.-41-1P 0 3 `,4. � �_. t ± ------• "--.7.).. 17 SJ ( c> LAT \uj Ln ,, Go • VJI. 4 4 W 1 4 w I. r/N1 *' x' .) �}, U ' 0 1 otII (L cI<.• 4: $tz ,r ' ` �o , y y l 1) • • • ' / I I ��i/ �' WII C_`,/a1� *4 r Z11'-�r /J �'�''r- cI x (, ' 1► X'1 .�N \•\)/'(7) � /` 7_. �11 ` * ir) ROPERTY OFMAGKENZI! ENG- f! ! I Y ��,� ►IElE ORAy'INOf AR! THEv I ' -- _� ... 1I7q If`:� X A✓ .1J - ___-.._�_. - ND ANE k0T TO 1!E Rf. 00-r ♦''""` Kra, PI" (�L/,•TE WI •'+ f4r-*.I�tG 4'v 7G ..w._ _ NEI R Iv6 INCORPORATEpQAT�_.' 1 , - �� _ �_ :�1V.-A'l .,�'..-.--.' T/•� 7r1EWRITTENPE RPM 9^/ I - l I ___ _ UCf.D I'� ANY MANNER,EItCET '� 7...„'..„,...__...4.-.... J. '-_J -t __,..c....,_2....."_ . r r..---.7 - `�-f yT' SION O R M E- _ g ___ _._._. 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Viu" •I-0;� ss .-' F LYWD SHTWci • 1 �- v 1 1-t- I // ,t- 4 Li A I L (...P r11 v • T U. . j *ISS L I I 4tal-'-i' 12.'°/‘ HORIZ.• I (tko- 14 4c V CBCT• , =t- �F'L 12 L I tJ r 2 'c...1 -TY P. - (2.:) 24?, t --kc - , . � irA c.4) G: 21 i, ;: `4? ;y4 { Ti I C2� ?v. !` /P,' PLY\n!D. N T I-+'s _ ExTE N ID laOFzIZ, _ 1 , . ti 4_4'7-- 0 41 1 _ • R.r 1 ;,,IF �;t--1 TU 7 ' l` , tom"T V��/ ' e _IR. --r-- < _ -- - �- I II I ;I. 72) P I I l'Y —4- GtrN 4�1.h 4 P .2. lc. t•- 1 .i , • ' •� 14 I` lc V r.RT �• ' , Yv;! Ca W i.4 '�/ 14 f • 1 1MAIMJ • 1 ...—.— . . It____ ._____,f. ,c J I LAS F R DETA ; r' -' ' L E I \',: )..-,/ 15/4. - i'-(..) si -L 7 \I GENERAL NOTES Iii • d. 1. The Contractor shall verify and confirm all dimensions and e. Plywood Roof Sheathing `1 • conditions shocv% or implied on the drawings and specifications r as well as the physical conditions of the site . Notify 1) 5/8" standard DFPA 32/16 , with exterior glue. Cii Engineer of any discrepancies prior to start o: work . j f. Plywood Roof Sheathing Nailing: 2. Occupancy : F-2 . All occupancies by separate permits . Z < 1) 10d nails at 6" o/c over all panel edges and 3 . This permit for building shell only . 12" o/c at all interior supports . � I 4 <( I- 1 4 . Construction Type : ITIN. 10. Mechanical by separate permit . b . Assumed soil bearing pressure : 2000 psf . 11. Plumbing by separate permit. 6 . All footings to bear on firm, natural , undisturbed soil. 12 . Electrical by separate permit. 7 . Concrete a, f. ' ce. 2500 psi at 28 days ; maximum slump, 4" for , all footings and floors . b. f ' = 3000 psi at 28 days; maximum scamp, 2" for wa�I1 panels . ,: c. Concrete Reinforcing DATE P/ ISI 769 1 ) ASTM A-185 6x6x10/10 welded wire mesh, placed in center of all floor slabs . •• " DRAWN BY: .;,, 21 All other concrete reinforcing ASTM Grade 40 CHECKED BY: deformed bars unless noted otherwise on plans. 8 . Structural Steel REVISIONS • a. All structural steel to be ASTM A-36 . ,1 . 'j [pa' (2./74,2 •10 • ' C3E�1 . FLeti: A b, All welds to be per AWS Standards . c. All bolts to be ASTM A-306 . / 9 . Lumber Grades a. All wood in permanent contact with concrete to be - - pressure treated. THF9F_ DRAWINGS ARE THE PROPERTY OF MACKENZIE Ir. INEERINO INCORPORATED El) ANO ARE NOT TO •E RE AO- . DUCED IN ANYR MANNCA,EXCEPT WITH THE WRITTEN PERMIT b, Sub-purlins : Dr $ 1 . 910N OF MEI. SHEET • C. Purlins : DF # 1 . c] . Glu-laminated beams Printed ;;L) ., l? fb = 2400 psi , fel = 450 psi , f.v = 165 psi . JUiI 7 1973 \J • 21 Douglas Fir. or Douglas Fir and Hem!ir combined (Hemfir in inner zone only) . MAUKI:i'dE ENGINEERING lNCr9PORATED 3) Exterior glue -___-oF JOB NO: . - 74014c' . .. :.. 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P _ _ _ • Uj ►zINF it-41-0 2x(t PT 1t V.1/ x JD 1JeL�t2 pkN'�i. -- - —y _+JZ' p� '-v"'�• it___ . — t'4-.p. 19-at NDR.i :, 4,. 14 IL, VERT �`` � _____ M 1 • ' I 1 wFR p 1. A• Y =. �" /-�, __ (2.• - __ ___ ,�. + ___ 1T o -_..._ __ - _ _ ---- - - 4,, 's-r- 1 7 • GENERAL NOTES 1 1 . The Contractor shall verify and confirm all dimensions and .� e. Plywood Roof Sheathing �� conditions shown or implied on the drawings and specifications ' • f 1 ) 5/8" standard DFPA 32/16 , with exterior glue. 3 � - as we�11 as the physica►1 conditAons of the site. Nati. y � �(. Engineer of any discrepancies prior to start of work. W d t . Plywood Roof Sheathing Nailing: • 2. Occupancy: F•-2 . All occupancies by separate permits. 1) 6c, nails at 6" o/c ever all panel edges and , 3 . ThisP ermit for building shell only . 12" o/c at all Interior supports . 44. Q 4 . Conetructiar. Type : TI1N 10 Aechanical by separate permit . 5. Assumed soil bearing pressure : 2000 psi, 11. Plumbing by separate permit. f 6. All footings to bear on firm, natural , undisturbed soil. 12. Electrical by a _parate permit .A S i N�V'6 e-r ee Ci se ..-V 1 tv G g,.2 ee q/pew , •`i v 0 ,. + 7 . Concrete• /i/ `441 ,�►• 1. ' �� "�" a f' = 2500 psi at 28 days; maximum slump, 4" for ,....°,..,w.... . . ._,:,... ...,._.�. -•--�.- - \` Y `� all footings and floors . c, ,r) N , ,. :I) / �• � ` L 1 r ' b. f' . 3000 psi at 28 daysit; maximu:►r slump, :" for riS.) /12) ( �• I I wail panels .panels . �� �-r DAT, c. Concrete Reinforcing 1) ASTM A-185 6x6x-10/10 welded -sire mesh, placed in 1 1 I ` ;� BRAWN BY: center of all floor slabs . 2(i C;/�• C.AL:V• FL Hca 4.-- I' -At i �..._ - - _ - __ --t,F- ___ _ CHECKED 0Y --- __ ._._. _..�..._._.. _._ �._.__. . - -. —�-----•• _ _..._, _---_ _ __..�..�_ ._.__ - _ _� ..._ ---.-__._ �.. 2) All other concrete reinforcing ASTM Grade 40 �'_ deformed bars unless noted otherwise on plans . 1 al al REVISIONS: I 8 . Structural Steel ) . • . l. . • - - . : 1 WI 114:4 12''*., 1--kUR12 '; (vr' 2/7Co "Is' a. All structural steel to be ASTM A- i ) . 11 1 1 la All welds to be per AWS Standards �iN L 1 ._- _ _. _ .._.- -- --y -- _ . - , c. All bolts to be ASTM A-306 . a . Lumber Gradesek. 1 0 At. , Gy 1 15e,) 10100 grrAFMAC AAE TNRa, All wood in permanent contact with concrete to bePROF'F.'•Tr OR MACKlN11! gN E INFF°'.sNO ,NCUR1°Gr1ATlCI �Rfj I OI•CEC 'N ANY MANNER,IKC/••//EPo'- ptesaure treated. ANP ARE N0' 0 !E AE R A M;iTH THE, WR,TTEN PERM'S 'Ti 1 Su iaA ALV r LAeii-a 1Gt ` SHEET b • $ub-purl� ns : DF lil . � eo°� o / 1•/r1• . c. Purlins : DF 1 . t ` • �1Z1H• /� d. Glu-laminated beams - ' + _ �lill,iD11'� 0� TR!$ P .ti 1I 11 O 15 CONTINGENT ON APPAOVAI OF L.- . I CgMSTRUCTIgN AS WOW BY // 1) ft, ?.400 psi , fc 450 psi , fir 1f15 pei . 1 h URS 479.155. •)_) Douglas Fir or Douglas Fir and Iiemfir. combined p`1'`I 1 FIN. F , OF 1.:,(Hemfir in inner zone only) , 3) Exterior glue e- OL..1TI""{ E. L . 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DATE ✓ 14-'- / / 1 T '"ry�D PLANNIICI C?'::+-r. �• 'J w.'•,-.... Z-. O G c lL 0 01= t_1 IJ E - .. '0',17.• ! .. 'Ci.f 4i rJ 1..1 ^i E. c 1'S '- (Z L_. 0 C^. f Bu1LDi r',,r L• ''r. OY,L...K` 1CY . ._ , 22 -,1 - • i— —-.. ._ 1 1 ; COUN I•r rr- .t.- h•..4T. _ 3e .. - • i I 1 L ' o,1-,' 1 1 _ _ -- _ _ 1 �' (.0-T- U l--• CIT, �,u; rig i.-,• ,r•,z r•r•_ ,/ C \-.6% A 'TIGAr,A]NY O r;t 0 .f . I � +, 4 1�2 G 1-t U ��/A 1.l.. t c3Er'N14T1:CCkr 1!Y _._ _ D.tTE - _ ' tOdJ� QY._ USA QEt►JF. \�J/ Q -[,1 c^�G. uCRT. 1 6Y._ _ j DATE, ---- .------ 2... 1115 G' S'- o" Gam.C '."�O H tat i Z-. DATE_!um BY• DATE_ —._. _ -- _ 1 <A. .-► Pry; B Y _/ -1:-.-- , ` 1�• �tdO" 4 '4. wEet, ' 244>,C. . \ .1- . •r:+ v`rAr) ' DATE _-'r- till _ X « i ,� e 'Q'4. ,.t - 131 w �' P2 I� • t .,_� s o �� L 1 N F_ •r 1 4 12 E c'a'r¢o'+ L P. i �� 3 ` • 3 \ T t Nom,/ �`� , !----"-2---- - 1k I I t �' 1 e- 11 _ �� -- 1�JF.=ou P�V1� ��1) 1 '� � ax\ .T F�A--JIFJ l�i . • '/ �� E FSA,TZ K t 1U G /�Q z .�'�`' e"`� y �� ,, r r 2. • . K.) 0 rei T ft---11 1._ E-.\)/A-7,- ! C K_..) ii ___..-.__.__ _V_ ( P ,, ,..2 sv...104.\...L.. -- ..---..----- lU \ , APPROVE FOR con:: T;uc I loiv __- �� ; Ct TY Ci.' i _ , D ! N ___ __� t u1 ( E X kST 5k—t=)Ca 1 FU /- c, PERMIT NO. �f_ � •" t- I 1J E\ .J d >,- L. U`._..al I L ,�,�JJI�L,,J l� � Imo.: 'n/C> ><, ....... 7.7 --- .•–...0 –� )Cti� -�1 f `/� `--� U FIn�E �uAl.E� N �.Z oCC. iN 0 y LA►JvsS Ap"� 1 BY �� p —7`i -- v tom) E\\) a t-- rPU 0 G \ / i .._ � TITLE4....____,Z_________:2_____ L,',1� �5.7>q ;; Nrn q v O ll N X - - --- -;•-1 \ ; ; tV Z. , \ / , ._..., _._.] /.. . . \ / ; At i 5/b` TZoa -r ue O eit-)C KCS. ---., - ___________ _ , To S 44• 1, N 1.0 w R�,l CU TRACjRRS & SCB-CO�TRAC- 4 ><\ uENE �, , ' ' NA' c CY DllSINES� 1..,1f.1 /o`=,��., �v -- I _01 i > S: ---.. r ; + �, ��, �il ClYl ri:�cc�wtllJ rdl 9 v -1 .. , - :�,:- _:. .._.�: : : .:7:: ..._.. ._, .. .......... .�_...._. ... _.�.. ... . . ..- -:• - ._-.�., __. .-...__.. !_._.,� �''--•+ PROs. c..F_ __ __ _- .. TO pE�fllRti1l�. SER"AWES, —' Building must be compITted • S CD (JT ' I E. ` E 1A\T 1 0 according to city codes _end p �.._.Q--r F 1 A, r\-_, �__, 1 r"'"� ` V 1 final inspection made: before [— / occupancy. _ 1 o - c�" 30 _ � - + 30 - 0 ,� 3c'- o'' CITY OF " GA�17 et-.#? , I � f> eta - � 1� F I 1 r rS v r •-, 8' r - -� �^ �' r 1 n.�-. F3' I 't ' r' , S r i P e Lo r 1► ► / rt..+�I f rL p r 1 �---�-� �_ -----��- - --T-------- _-- ------�--- -- � _ .. -- - _ - _ - -+-- ___ ___ �— _ _ -z----� ---_._-------,----- _ --- - �---------�---�-------'_--- .. - - ___ _. - - VALIDITY O F T H 1.tS��RP�R M AI: �� +k L._ -- t ._ ----��4 -�-` • I� CONTINGENT ON A �c'l i �` CONSIRJCTION AS R>`QUIREO 8'! FTG C, 5't"°" 1 s. of 0II OfiS 419.155. 1 • v I 2 I o 15 �-� 15 - ��" ' t5 -C' I� _ �' ` ' y ffa�„L,a � ID �G ,�, • �b'i Q O 1- C2,,.4,1':-. -T t}sz U a J G k L? kJ I r,.: �� 4 ,_ S �, I Z T "��' G -'st4!�\\J f/ �"L `o Crr Y P • --1 . F T Cn ' Q� 3` Co' `�Q y 12 `s' / - �! 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