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8900 SW BURNHAM STREET-1 26 GA. GAL-V. S.M. GUTTE2 I Ix4 T21M :3C GeAOE 7_7 I F___ s L I/ F20NT IQio x Io/o o' o ne7 7 s/en P/w sID1�G / - 2x8 FASCIA 771 ! 1x4 TQ I M 8v I IIE--t 17 _j F1 17T-1 ...... Lo 10/0 x IO/C O'HO 02. - ENC) 5/B P/W SIDING EVAT l ON 0 5 L.DG C " 26 GA./G ALV. S.M. GUTTE2 —� Ix4 T21M 130 r - - - - -- _ - _ 9/0 x 7/D 0'HD D2. � 5/8" P/W 510{Mt F20NT -� -- 2x8 FASC I A - Ix4 T21M 50 ! I GLADE LF 5/8' P/W SIDING i END , ELEE- VAT l ON S 5LDGS " A " " G „ PL-AI'i S t3Y I A 'E DE31 s E 2 V 1 CE JOB AREA 13U ILDING TIGA20 ELEVATIONS 02EGON PIAN NUMBER SHEET NUMBER U2NFLEV 2367 2C 381 A �,rR•., rr �... �. Il I�III�I( ( ) I � II� 1I � I I � I � III ' i1� 1�II� I 1 � 1II � I II1 � .II - � � � _ � � a' r1 1 1 ► 1 1 1 1 1 1 1 1 1 I �'I I I I I I I III I I 1 1 1 I III I I I 1 1 I l l i l l l l l l I I I I I I I I 1 1 I�I 1 1 1 1 1 1 1 1 1 1 I 4 5 6 7 8 9 I I 12 NOTE; IF THIS MICROFILMED ._.....,._�..�. 2 3 IIU DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THE QUALiTY OF THE ORIGINAL DRAWING. - - - _:- --- - ....-- - ---- -- - - -- -- -- - --- OE 62 92 Z2 92 52 02 E2 ZZ 13 02 61 BI f_I 91 SI lip EI 21 it 01 G 9 L 9 9 b E 2 I�IYISA - �11111111�1111�111111111�111111111�11111111�111111111Illnlwlln11i1n1llluuul�llt(lul�lul �lullnnln�I�uu111�J�J_{sdll��1�}►lu�r�n►14m11ullluu�111i!�i1!IIIIIIIIIIIIIUil�illlLlU.�IIU111111W1��lIlWIW�ll�IWIIlU�llllllUl�TII,uIIIIIIII�1WIll JUL � 1990 Y 1v -aJ ... u�w^�__.—..r-- - —...w.Nr�... A- ,c,..s.4t:'• .vr,r.. ,.w�a;.. .:-7.�'! - _. __ —._.. _ • ..cat. .�a.a..—sem•--°r+M r I I ' 1 1 1 l I % "0 24" c/c QOOF J 1STS OVER II o N NOTE: 5/8" TYPE "X"GYP BI NTERIOR AND I/2" GYP SHTG EXTERIOR Or' WALLS OF BLDGS 'A" t "B" ADJACENT EACH OTHER ----- ---- - _ ------ — -- - -- ------ 4x8 O.F. 02EQONE HOUR CONST2L1ION �_=---_--_ -. �------ --- (TYPICAL) i 12'-0° 12'-0" --- - l2'-0" I?'-0" l2'-0" 12'-0° 12'-0° 12'-0" ------ ------ — _- ----- --__-_---- ----------------- - __ _----------------_.___--- 120'-0" FL002 PLAN E3LDGE3 " k, I � „ 3,/13 -. 1 -0205E27 i2ANDALL C0 FOUNDATION NOTES r, ALL CONC S��ALL DE MIN. 2000 P.S.I. PLANS EKY T)'P1CAL — ALL BUILDINGS GENE _ �„ NO I E 3 A% N TYPICAL ��L BUILDINGS E DES I G SE2C _ PROVIDE 1/2” CIA x 10" A.B. - 5'-0" c/c EXCEPT AS NOTED ALL HEADERS ARE 4x8 HEM FIR N2 JOB /AREA DESIGN SOIL VEARING PRESSu2E - If)00 P.S.F. ALL P/W NAILED W/ IOd 0 6" c/c PANEL EDGES t 12" c/c FIELD EXCEPT AS NOTED FLOOR PLAN e,80O 5Q. F'. PROVIDE 2x SOLID BLOCKING OVER ALL JOIST $UPPORt$ SLOGS "A" E ALL WALLS FRAMED WITH 2x4 - 24"c/c STUDS PIAN NUMBER SHEET NUMBER �\ f3UQNHF^'� 112387 R C 17,' A-2 IIIIIIII I1fill 111111111 1111 111 1111 111 1111 111 111;I 1111!11 I 111 111(1111111 I 111111!I 1111111 I III 111 I 111 III I 111 III I I I 1I1•1111 I I I+III I I III I I T I III I I I 1 III11 III-.�1�11 a��1 r1,K1� __ -. ..T... NOTE: IF THIS MICROFILMED ►. ( 2 3 4 6 E 7 8 9 (o I I 12 DRAWING IS LESS CLEAR THAN "- - THIS NOTICE, IT I5 DUE TO THE QUALITY OF 1HE ORIGINAL -- DRAWING. OE 62 82 LZ 9? SZ b? EZ 7? 1? 02 61 131 L I 91 sl bI I El 31 11 01 6 8 L 9 S —0 c 2 131"L] ollIIII;lollI1611111111UI11111111111111111111111111I1111111111111111111I111IIlUll ltllltll1111111flLIIIIII111111111111J�J1�.1111rI i It�fI111UJ11N1141111IIIIIIIILIiIIIMJIIIIIIIIIIIIIlI,1111�1111I1a1 ll�.11lla 1 1 jTUl�llll�lllulllllllll)IIIIIIII�UIIIN J.ULY � 3� 1 - - - -- I N 2 x 12 — 24" c/c QOOF JOISTS OVEQ r .. 1A n o IL U N ' cit rr N V x I o N I N cv I I a 1 •�., C LL O N n r I 20' x 47' BAY .7 col x" (TYPICAL) q- o 0 o I / 12/0 x 30/0 BAYS I of (TYPICAL) I to I I 4x 8 D.F. M?. HEADER 12/0 x 10/0 O'HD OQ. i (TYPICAL) i i �- 20=0° 20'-0"Ak 20'-0" 20'-0° 20'-0" "'-0" 20'-0" 30'-0" '7n'.-C) r Ir�00 2 PLAN f r� C 205E2T 2A �IDA !6- C0� ,N , Q � D 1/8 I —0 NOTE: PLANS dY SEE GE71E2AL NOTES ON OLDG "A" Q E n E S I GN S E 2 V I C E JOB AREA FLOOQ PLAN 7,520 SQ. FT. ,3l_D6 "C" 8,460 50. FT, PLAN NUMBER SHEET NUMBER DURNHAMC 112387 2 38' A-7. ? - wmqpml� r.. - ._;r...r.:�,.,. .,..,.. ti - .. ._..... ...�..,w, „ ,,,r„ ...A�r... --_w7iM«•�+s:-eM+I +aY�f w.....:... -.,• .-. ...�� lMMrr......... ...... .+r'IN��IiOA�rd'• `«:l'A�',.. �y1 . - .""'+`...a:, - T E .. ._ �._......_�,..,........ .. .. «+.. .,. - :o '�rel't�llllllll�llll�i���ILIIIIIIII�rtIIIIIIII�IIII�ItIIIII�I�III�I�lt�lltllltl�Ilrlilr�Itrlltllrtrlltllltllf;lllll�ltlllllllll�llllllllllllllll�lll�l�l'IIIII�I1111111�!IIIII�I1111111II1i1111 (e " . �- ..#""' - NOTE: IF THIS MICROFILMED I __.. 2 _.. ,.� 3 � DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, 0£ 62 92 a 9{2 SZ 02 t2 22 12 02 61 91 Ll 91 G1 b l El 21- _11 01 6 ..t••'•I4 ..•'1'.'L � 9 S Ib IE-. 2 1"•�� �1111111111111�111111111�+���II�ul�ullu11111uII1n�1111111nlnlrinrrlmll,IlulNirllucllullW�Iu11uIIlu�Illluilll��tglt1�111�11�11�1���rINI1n11nuluu,hilllull�ulllllu��lullu.t�liWlll1111JIlIWI�!11lltllllll:Illlu�l111ilullull�JluWll�lfu�lllllnll�lullll JULY 1990 t1 {. 1n _ u!. - 47'-0" 9LVG - -- 20'-O" (BLOGS ".A" Ij 1 ' 3 Pt.Y - CLASS BUILT UP ROOFING ON 1/2" P/W ROOF 5HEATHING i 12 SLOPE—t lib" 26 GA. GALV S.M. GUTTER - 6/8" P!W SIDING 4 x 8 HEAOE12 _ OVER 2 x 4 - 24" c/% STUDS - 2 x l2 24" c/c ROOF JOISTS —12 x 6 JAMB ' w U r 4 ^ = c 9 = m 9 to `" - - - - 2 x 4 - 2.4" c/c STUDS9I m I = to - I/2" P/W SHEATHING " �1 NAILED W/ 8d ® 6" c/c PANEL EC6E_� 01 S k 12" c/c FIELD _ 0 m 9 I POLY 00 4" SANC OR G2AVEL FILL_ 2x4 PRESS. T2T0. W/ 1/2" x 10" A.B. G'-O" c/c 12 " SLOP I/8 12" x 6" CONC FTG. EXTEND EXTE21012 WALL FTGS W/ 2 04 BARS 12" BELOW FINISH GRADE SACT 10 -- ---� — (DLOGS „A„ 5„ 5111'11 HA2) 1/4" = 1'-0" N0 E: F2AMING LUMeE2 GRADES SHALL BE AS FOLLCWS: 1 JOISTS, HEACE2S, ETC. 02 HEM FIR . 1 PLATES, 3-ICKING, ETC. 03 HEM F12 11 STUDS STUD GRACE ALL CONC. MIN. '3000 P.S.F. - to 26 GA. GALV. S.M. CCVE2ING DESIGN SOIL BEARING P2ESSUP.E 1600 P.S.F. N - - 3 PLY CI.ASS "B" 200FING ON 1/2" P/W ROOF SHEATHING I { 3 PLY CLASS "B" 200FIN( ON I/2" P/W °OOF SHEATHIhv p � a r — � I )I SOLID BLKG OVER ALL SUPPORTS r?x 12 - 24" c!c ROOF JOISTS 1 I , �, 2xIR - 24" c/c ROOF JOISTS 1 -f I — 51MpSON u-210 HAn6E25 2x12 LLL GE2 W/ 3 - 16d PER STUD s1 I 2x F1RE BLOCKING 10'-0" c/c MAX. 2x F12E BLOCKING 10'-0° c/c MAX. V 2x4 - 24" c/c STUDS 2x4 - 24" c/c STUDS 2x4 P2555. TRTO. W/ �- ' -_� "x4 P2ESS. TPTD. IP. ;'J/ -_ 1,'2' P; W W/ Bd 0 6" c/c PANEL 1/2" x 10" A.B. 6'-0" C/c 2 LAYERS 5�"8 TYPE x' GYP. BD. EA. SIDE I112" x 10" A.B. 5'-0" c/c EDGES 12" c/c FISLD I - 4" CONC. FLOO2 SLAB I 4" CONC. FLOOR SLAB I i ' 1 ►� C� QE � T 2A� NDA � � } e. t7— 3 CLEAR - "..-` 3" CLF AR I x - —__ 12" x 6" CONC FTG. PLAf S BY 12 x 6 CONC FTG. `n' I I /� r DES \ / 1 r / 1 � I W�' 2 N4 BARS � -'..� . Y V � t. I.� wi � 04 BAQS f'1 I /G D G J I GN j E 2 V l l� C � T1� P � CAL PASTY VU�, � � SEC 10 fd � DETAIIL®S TIGA2AREA ORE60� PLAN NUMBER SHEET NUMBER Fr aH', A-a C3J2NHAM4 112987 ,. -- c:r,R _.-,� .... -.acs-a� �t ._ ..._ .,. ...._..w.u.,.... �,.... .....n....._... w.;.,wLt" .p�' --nx.v�= ...u... -.,,.... :,�d.._ _ ..+....w�+e' .,.,....it.--'_ .-��r'�'. ^-*.••.S'G. - __. ._ _"'__...._,�, ..•.. y .. ...... � _. -- _. r.�r■�c ..:........�wM..: a� — - ' .. 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LOO(a CENTl!_- KE,D IN A 10 ' I iL_ITy �/ - 0100, I I I EASEN\ENT O SET S O SIpC "I I ---.A-." -. ). A11 rock v1:t LY ul:.pcctOd aa4 approvs4 Ly TMp. � CoNTiZP\C-s-T��iZ T t�1E�,ti/ L�L_�%V V`T . '!_ I 1 1. el I'C Gydfa t asscml,ly cunslFlu of e• NJ x 6• Pig, Toe, 6• Plg. ( \ T r=- �,'T•v 1�p,SE ice/\CtV \• I � .- k NJ yule wl.u. u- NJ x NJ 1 I:L ny aPoe L and Nod ren Nucliet Im _r ` Cantu.fon tiro hydrant. A'iq 4 NJ, 5-1/!• M'/O, 3-port (a-2 ' I - -- t .• , ".• ',_ T hocu connor•t Iona, I-;1i NST p,lmpa,), 1� Pent OJ Ilu 4 NS , - 'I , - ---I opt:-I Luft, cu,ur' 1ollrr. ,! t, \ I' NO-rE ' iZ EN\p�J E ExTe cures L3 s w �-t �j ll..__ / t• I ._.�_- ,_ 1 w E I C..+ ��_-v I P• C . ! � 1 c) T3 E 11 „. , ...._. _-.1' ' All pl("• ant flet lnVu ulll W c.'wnnt lined. f'l pr will 1• \ �.-i-� t-y �, J 17 EATEN C=AE /a►u D 1 V- R I f�. _ _ _. _-1 y �: tyt„n )u,nt auc 111N r rnr,, crass 5a. I S-f uj3 -T ) [ [? L_f n J U O�-"C 01= 6 U l `C 1 CV(� E�J (� 5 . a- - I ,, I' - - I rn 6. 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Ex rV L'N I N N Q E N V V WA� ,,,,I N1B4NT,A 441,6-r I, Oe I.0' 0[..., I.C. 1,• n; 1VI. l l be !u: t IIa'YvO,[ IOA r,I u7• OI was ,Nt 1 at each pater, tnatal;...• ,: -�- sLNT Ort.II Pool, I 11 J J1il 0( [_Ch mC tel. ���,yyl -� y LII T,COLO A:rill Ow / / %_-A_T6 NQ / E�1 N -\ 'E ) CU�C�, LINE Tp ';r Ex1'(.� C�2a�.' Tf2AN OF p '•T O \ I STRCcT \ A \ \ v 11. TIVAt water P,NIr r V.11 in q'; a ' \ I\ 1 I 11 Coppet Nlrvlcen pr1r.: to Lfa,.keoppiny ++! t. •••c•t. Noon V^11 be •nstallOd Gy � '� � �: ` \ � \ ` , a dol nit upnn 1r �d al requ fc! Pne. / rw 1 \ \ ,. \ \\ �\ I 16 12. AL1 ma.rl:: Hal: t,n �' V/ � *L w pV �,V v Q• I � ( 1 .\ \ \ \ :I� clic[sor pr t,.: ru .f.gr ,[r..•t�n',ainddGec�erior hod`•rpth pu!ani. rr� "� � \ UOL IMLR- 'crit NiiON 1 1 al cRetli (� \ \ \ 11 t'0a le la1 B ) Anc. .,t:. A t r. (� \`\ .Indald: GLHO ba. er:nlo'' / / j� I •' ' -\ \\ \ \ \ \1 \ \ 1 , \ ,\\ 6 " .- _ __ ....._ i �n4Ai'• ,.nom I - w w a> / \ QVt G TG 1 _ ,.._ S l"1L C z1'r \( t\ \.lt.e -i i R�L0e_ATE F-q. 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