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7175 SW BEVELAND ROAD-3 i i _ -._ +......rte•�"�..�..�,«�.�..•..,•..w.......� ... ......._...+•rr..�„`.`^...............� . *11f'/,, CO THESE DRAWINGS ARE NOT APPROVED � QUESTIONS HAVE BEEN ANSW UNTlL THE FOLLOWING FRED COMPLETELY OR VERIFIED,, JOISTS WILL, NOT BE SCHEDULED FOR PRO INFORMATION REQUESTED ON 71-!! DUCTION U�V�tIL ALL DRAWINGS HAVE BEEN S SHEET AND -i-HE SHOPi RECEIVED. /00*� ✓'"�/' 1 . AL!. ITEMS "CLOUDECr CCR► E MUST BE MARKED AS OK OR CT INFORMATION PROVIDED! . 2. SPECIFY WEIGHT AND LOCATION OF ANY MECHANICAL UN;E Y OR SUSPENDED FROM TRUS JOIST MccMILLAN. TS SUPP,�JRTED � C ,h 3. INDICATE LOCATIONS, PLF. WEIGHT AND SUPPORT SPRINKLER LINES 3' IN DIAMETER AND SPACING OF ANY OVER THAT ARE SUPPORTED BY rte ' TRUS JOIST Mc�,;,l'vIILLAN PRC�OUCTS ,qNp ARE NOT IN DEAD LOAD. INCLUDED IN THE DESIGN s. le9< i d G loo �V/T�' / / I A.Dp iT1.a�r_L.lFez •d o� L � 9 17 J ----------------- 1 � S ------------ J©R NAME: ----------------- JOB#: EL 7175 SWBeveland MEC 9 A L NITER � AtTNttf • 0 � • . . 60183 ' 1of13 IF THIS NOTICE APPEARS CLEARER THAN 'i yE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. OCT 5199 l�ill � ifif � fl 1 + 6fifi i i 11 i 11 i � l , MICROFILMED IIl � lililill , ii � l � I -r-; i M�Mt; IM CH� � I I I � I � � � � � I 1 � I i � 4 ( � i I j l jlllri Iii l I fJI 11 I 1 III 1I � ! 0 fl � ll IIJillI • � � � IIIIIII � i III jt � i IIIIIIItIi � i ��� ilil cccicccciccc��cccliccc,��cccicic �� � � � 1 � � � clicc„�c Il c i j c �cl�ccciccs �cccllccoi IIIic!lIIIIfIl�j;ullc;�Icic�Il� . ilfci��ic���f;fly.IIIIfIlI11cIIIfIIIlI�iIIIIIIIII ��ll�llc I. � ,e c � �f�IIIIII�If.III�IlIf�tllllf ,�Illl IIIIlI+i� Ililillllll;l�IIII �, IlII�t�;I Illllltll IIIIIIIII IilllIIIIIIIIIIIIIIIIIIIl�IIIIlIIIlII II�.I a C f I i E �•-e• THINK SAFETY - READ INSIALLATION INSIRUCIIONS BEFORE PROCEEDING ----- 24 SPACES f Off' O.C. q&,-0 .F.O. STUD 45 '- --~---- O.F.O. 5T Up -- 4 m --QF 57' i iv b �. Ln k- n DRAFT5TOP 19 PLF, TTP. IL F G Lu �115N < IL 1 .f r W O 10 F?EaD In f U � _ B (� 5 REO•D r V (� 1 RI:dD 30' TJL c 30" TJL -1408 25Oa lops I 'IT UD O ZD F 1Jr!CXCEPTlOti TAKEN � MAKE CM3RECTIONS NOTED_ (4� REJECTED ��E MID RESUBMIT ,�N- ry SUQI,1lT SFEC;FIED ITEM ROOF NAtCW CHECKING IS 01;tr r.-R GE►rERJ1L CCrrFOAa!arlCE VvITl� f' U �I DESIGN l0►ICFPI CF 7HE F,,C ECT:•►^ u'cr.EC'Al C01tr�lAr E �I THE 0� I! ANY lACT1011';a!'�►',11�1,±: `fir^ i !•�� ry TIIE i;�rlTR.�.;;t G�.,;�:!fE�•I1S. C7 TO ►:E FE.Coi pr,.:_:!r6� PLANS AND SPLCIFICAI'�-•• it . C630* r S.CCh .I,A!Icn IS i:l.,•1'C•.iAtE . Of Y► n r — v 30•R TJl OT.KlISIOtIS 1V411CN !1.•.I l uF r1,1N p',c i7{ ry W THE JOB SITE FA ,, D 1-10 C.,fi+aA1F0 Af :r B�I.NI!'J;I PP )(,EitE!;Ah!) rECrtN!01:E F 00 cv� Al C"Of1STRUC'IQN CCCI ;i:lf.lfl;'F HIS lti;•Pj( WITH TIIAr 0I. ��L 0 S OTHER INAOES A14D illE S�fi,•(AC1QNt PERT\ RMANCE VF HS C93T 1 U I r WORK nDU? ct�chVEERg 'VCOFi,�, ./� TA «m I � BERRY NO MLI? C h nr uj Oslo z of H > o I KME5, • Wp NQ I I $ F XXXN - INDICATES WEIGHT OF hECWANICAL UNIT A r. - INDICATES NUMBER OF TRUSSES 41SN ' SUPPORTING MEC.W. UNIT r G SEE SWEET 3 FOR AUDITION %L NOTES. I 5Tun -1 4 3 . GLB L" 3 GLB O.F.O. STUD -. APPROVAL Y C ii L I BY DATE REMARKS 7175 SW Beveland rVni: N�MEC 96-0183 ROOT' .JOIST LOCAT•ION PLAN SCALE: I FT.2 Of 13 . ELOAD 25 PSFy .. � 72nd & BEVELAND B TOTAL LOAD 42 PSF LVD" ICARO, OR DRAWN DAIS I C►IECKED a. ....�.�.:, NRS 5-1-9fr DAIE c)PQER N0 VICE 2-alb-Opp, 7 Ora IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. OCT �9�8 Rf I I I 41c1w 111111 1 1 1 1 1 1 1 1 ► MICRORLMED r ! I 1 I111I11 � 1111111 1 I 1 1 1 I ! - UWaNarr► I � I � 11 � ilII � I � � � C � � 1110 I lidfill � � 111111111-Ji � l11111 llll � ill j � �liIIIIII11111111IUrIlls. il� ilsi llllllllllii::lliiil��lill�iilsiisl� , � ��i �ii� I�si�i�f�l�iil�islslisls�s�is �siill��s ��islsns ���s��sn sisils�a�issih��� s�«I�� I• L4AINABLE FIXED BLADE MULLION LOUVERS / Construction Specialties, Inc. certifies that louver ` Novi" Models 4157 and 6157 are licensed to bear the !r \t,t+ h' ,,,,,,, tJ AMCA Seal. The ratings shown are based on :eats Rl,rrl+ spot R made in accordance with AMCA Standard 500 and 4" 1(Il rml►n -\10OL1 415- DKAI\AHL1 lil ADE 60".l.;.nl comply with the requirements of the AMCA Corti. 'y tr" 11.14nirn --.MODEL bl i' DRAI\ >BI_L 131 AD[ 7 ' 0r1 H?nl tied Ratinsrz Program. The AMCA Certified Rat. 1 ! MODEL 41!1 FREE AREAS IN SQ. FEET AND Sq. MF?ERS ings Seat applies to air performance ratings and i r� water penetration ratings. , Design The ne\\ C/S Fixed Blade WIDTH IN INCHES AND METERS 12 18 24 30 36 42 48 54 60 Louvers economicalJv comhin(. 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 high fret arta with eXtreMel\ lo" MODEL 4157 MODEL 6157 0.50 12 0.13 0.22 0.32 0.41 0.50 0.59 0.69 0.78 0.67 12,70 water penetration. (See test data 0.30 0.01 0.02 0.03 0.04 0.05 0.06 0,06 0.07 .108 I tm this page. Models 4157, and4 STRUCTURAL STRUCTURAL 1 NEAR HEAD 18 0.46 0.04 0.06 0.09 0.11 0.14 0.17 0.09 0.32 0 24 b195 57 t'mplo\ tilt use of a drain- ' 67 3867 able fixed blade with a front lip DUAL 24 0.66 1.12 1.58 2.04 2.50 2.97 3.43 3.89 tz 0.30 6157 gutter and a recessed second gut. DUAL DRAINS 0.61 0.06 O.tO 0.15 0.19 0.23 0.28 0.32 0.36 0.40 ; 7.62 6967 EXTRUDED *' DRAINS ter design('d to catch and direct I FIXED BLADE 30 0.79 1.34 1.89 2.45 3.00 3.56 4.11 4.67 5.22 water to the dual internal drains. + 0.76 0.07 0.12- 0.18 0.23 0.28 0.3 c r l 3 0.38 0.43 0.49 '� 0.20 The h1 s unique blade configu- �,�{ EXTRUDED 36 1.05 1.79 2.53 3.27 4.00 4.74 5'Q8 3157 ration prt'vt•n:. both cascadin>; _ FIXED BLADE 0.91 0.10 0.17 0.24 0.30 0.37 0.44 0.51 0.58 0.65 i 3157/3867 r a• _ N 4157 3967 water and air hnrne droplets from 101.6 MM W 42 1.31 2.23 3.16 4.08 5.01 5.93 6.85 7.78 8.70 � passing througn the louver. ,\lost �-- v. I i i 1.07 0.12 0.21 0.29 0.38 0.47 0.55 0.64 0.72 0.81 larger unit,. �' �, 8' f1.•i2m \ �.•�-im i o 48 1.57 2.68 3.79 4.90 6.01 7.12 8.2 � _� Z 1.22 0.15 0.25 0.35 0.46 0.56 0.66 2 9.23 10.44 and up, wing •••c'ommtnded mol.. � I �•-61/1• � < 0.16 0.87 0.97 ti lions acini' 166,8 MM -� H 0.10 p „ pry.►\'idt• for mare than w 54 1.70 2.90 4.I0 5.31 6.51 7.71 8.91 10.11 11.31 W 2.54 70`', free art's 1.37 0.16 0.27 0.38 0.49 0.61 0.72 0.83 0.94 1.05 Z Water Penetration Tested at a \'E'- Model 4'IS7 I I I x 60 1.96 3.35 4.74 6.12 7.51 z 1.52 0.18 0.31 0.44 0.57 0.70 0,83 10.28 11.67 13.05 loot\ cif 110O F°�1 3.j-. meter. her I ~ 0.96 1.08 1,21 0 13 66 2.23 3.80 5.37 6.94 8.51 10.08 11.65 13.22 14.79 minute In ar;urdanct_ \\'ith tilt' z 1.68 0.21 0.35 0.50 0.65 0.79 0.94 1,08 1.23 1.37 AMCA St incJarC 100), »' � -:' '1.2.'m j � I � 0.05 5.75• 72 2.36 4.02 5.68 7.35 9.01 10.67 12.34 14.00 15.66 H 1'27 units ht'rntrttec, les! 146 MM 1.63 0.22 tr0.37 0.53 1 � than .002 rrt an ounce of \\ater 0.68 0.84 099 1_15 1.30 .46 j ( t 78 2.62 4.47 6.31 8.16 10.01 11.86 13.71 15.56 17.40 U per square foot h1 ,;rant. of %satc�r l 1.98 0.2.1 i y 0.42 0.59 0.76 0.93 1.10 1.27 1.45 1.62 per Square mett•r cit Trtt' arta to gel 1 I 84 2.88 4.61 6.95 8.98 11.01 1 y 0'03 � fff 2.13 0.27 f�-�.,5 0.65 0.83 1.02 1.21 11.40 11.59 19.14 1.78 •78 pass through the louver Comhlett• � � ( 1 pertr,rmanct, rata for lurth the � i ,i ! + 90 3.14 5.36 7.58 9.80 12.01 14.23 16.45 18.67 20.88 o and 61 r' r. ,h(►\\n lx?lu\\ and _ftft 2.29 0.29 0.50 0.70 0.91 1.12 1.32 1.53 8.67 1.8 0.02 on (ta�;c �.; i j / l I 96 3.27 5.58 7.89 10.20 12.51 14.82 1 t:1 '51 2.44 0.30 0.52 0.73 0.95 19.44 21.75 200 r r 1.16 1.38 1.59 1.81 2„02 300 500 1000 2000 Suggested Specifications E urrtrsn r ' � 80•!6 91.44 152.40 304.80 118,i0 UPPER NUMERALS ENGLISH UNITS/LOWER NUMERALS`+ ,_. ,rmtnutr Or,i►n;r;,it LS MET111C UNiTt AIR VELOCITY iN FEET AND METERS PER MINUTE THROUGH_ GH FREE AREA .t1LJ\t '.1c+Ctt i, 41 i� „ �� r+' of inuta. ;ur+•t1 ;t\ l MlStru( . lijiti­ ink MODIEL 6157 FREE AREAS IN SQ. FEET AND$0. METERS MODEL 6967 FREE AREAS IN SQ. FEET AND SQ. METERS \t-\\ i"rse\ !rl \l.i r .. Model WIDTH IN INCHES AND METERS .Ir 1 trrrnra lerront WIDTH IN INCHES AND METERS CFtn�tr;,. M+ ,ret. --" 12 18 24 30 35 42 Silk „imhs an.. ntulil+rr�. ? 0.30 0.46 0.61 0.76 0.91 1.07 1.4282 .3 .5 12 18 24 30 36 ' ' ;�' ++rt• t�►t�, t •troy tcJra) ntc'nther. o' 1.37 1.52 42 48 54 60 h(►h;. allc�\ ►H1" _' ilhnenl rt ;,it+mnt thiel. \\ith intt's;ra: SCALE: 1 ' = 1'0"(1 MN, - 8MM) rl 18 0.17 0.32 0.46 0.61 0.75 0.90 '..05 1.19 1.34 0.30 0.46 0.81 0.76 0.81 1.07 1.22 1.31 1.52 dull Ing slot ,1",(! r«'t+lrnrng lj+•.Ids �lulll+rn� .hall ht- silding inter- fi OA6 0.02 0.03 0.04 0.06 Q�07 0,08 0.10 0.11 1.34 24 0.34 0.62 0.91 1.20 1.49 1.78 2.07 2.35 lock 1\ ht• \\it!- cinut)w integr,11 alit-ni it oritin•. WATER PENETRATION TEST � 0.81 0.03 0.06 0.08 0.11 0.14 0.17 0.19 0,22 2.35 Dr�rinaillt� ltlad+• � 24 0.34 0.63 0.92 1.22 1.51 1.80 2.09 2.36 2.6.7 icy >+ nrrnrmu' I1�{, ' _ l►t�mrtl heal. \\ ,,,i trcrnt lir ++ 06 1r 0.61 0.03 0.06 0.09 0.11 O.Jl4 0.17 0.19 0.22 0,25 30 0.50 0.94 1.37 1.P0 2.23 2.57 I uttt. r ane, rp -� - 0.78 0.05 0.09 O.13 O.90 0.21 0.25 3.20 3.53 3.96 r`'c t'"''t: �t r '+' -• Cuttt r tir.',►s;nt c: tc+ + .�; n .r'td di►ect \\iter is _ j 30 0.51 0.95 1.39 1.82 2.26 2.70 3.I4 3.57 4.J1 9 0.33 0.37 +n dr ern.. o' fi wclelatsl 0.76 0.05 0.09 0.13 1 82 0.21 r land' ,Ind d !). . ('it►,.•ti r II r � 0,� O. V�7 36 0.67 1.25 1.83 2.40 2.98 3.56 a +ntrrr'sston s;asl.et� tr � �� ru � .13 4.71 5.29 0.01 0.06 0.12 0.17 0.22 0.28 0.33 0.38 0.44 0.49 >♦ itrcr\ rdt'ti ;►. -\\t•t'n iuritrrm . r ruJlrcrn . ,int, and top oI Sill t++ Q.2 36 0.68 1.26 1.Sc, 2.43 tn•urt It ,ik-tis;" ; r►nrIt•+ lean, �t'ur tura: ,u.,lrr,rt% to IW desr + e : at 0.91 0.06 0.12 0..7 0,� 3.01 3.60 4.18 4.76 5.35 42 0.84 1.56 2.28 3.00 3.72 4.4 5.17 s.n C i _ - - _ 0.28 0.33 0.39 0.44 0.50 1.07 5 5.89 IA tilt' Ir►uver 1� .;nut.tr turer tt' . :rr\ set 3.08 0.14 0.21 0.28 0.35 0.41 OAS 0.55 0.61 ,i +\incl „ r rt not less than .i! ' 42 0.85 1.58 2.31 3.04 3.77 4.50 5.23 5.96 4.68 ht+Urrd. heC sct...irt tc►trt 1-f3t ;l.i, ,II, rt' r►tiler requirt'd IoadinQ U6 2.07 0.08 0.15 0,22 0.28 0.35 48 1.18 2.19 3.20 4.20 �� ru I N 0.42 0.49 0.55 0.62 1.22 0.11 0.20 0.30 0,3 5 21 6.22 7.23 8.24 9.25 1 All t.r.tt'ner� t ;++ ,tatnit'ss •tt•+ i +.r aluntrnum •SII Icru\t'rs for =z 0/ 48 1.91 2.21 3.23 4.25 9 0.48 0.58 0.67 0.77 I �ei I 5.27 6.30 7.32 8.34 9.36 0'86 i nrahed with 1..-r mint nte.h Ilh t" " h1►mnl Glia wire inti+- av to ! 1.22 0.11 0.21 0.30 OAO 0.49 0.59 0.68 0.78 54 1.35 2.50 3.65 4.81 5. or _ 0.87 1.37 0.13► 0.23 0.34 0.45 0.55 0.66 96 7.11 0.77 9.a8 A0.98 crtntp bird scrc•t'n etc urtd \\ithln .i 1 Ei S t . , r �i a 54 1.36 2.53 3.69 4.86 6.03 7. W l;.rul,t t xtrudt c, 1.37 0.13 0.24 0.34 I9 8.36 9.53 10.69 M aluminum frar.it•. Screening Shall ht rcytlareat`le \',ithrn extruded � me" 157 �5 0.56 0.67 0.78 p,89 a 60 1.51 2.81 4.11 5.41 6,' N 0'99 z 1.52 0.14 0..26 0.38 0.5+0 0.62 0.74 6.86 IO.8 11.10 framt'. Louvers shall be finished in one of tilt' 1tr standard C S raontat 1.53 2.84 4.16 5.47 6Jb 8.09 9.41 e h\,nar _111(1 col, as selt'ctt'cl h\ the arc hitt'ct atu7w► i200g1q i 10.72 12.03 oily Q 1.52 0.14 0.26 0.39 0.51 0.63 0.75 17 xCj 66 168 3.12 4.57 6.01 7.45 8.89 10.33 11.77 13.21 Manufacturer to suE�mit fest data on 4' x 4' (1.22m x 1.22mt CUBIC FErrPER MIttuTFPER sgtutREraoTorFREE ARca z 1.00 1.12 1.88 0.16 0.29 0.42 0.56 (CIIa1C rETtRs PER IlNleiri►ER J:aMAR[IETEII OF rREt AREA) z 66 1.70 3.16 4.62 6.08 7.5•: z 0.64 0.➢3 0.96 1.09 1.23 louver units. Test data shall sho% the fallowing results at 1100 FIRM 1.68 0.16 0-29 0.43 0.57 0.7r 8.99 10.4* 11.91 13.37 72 1.85 3.44 5.02 4.61 WATER CARRYOVER ~ 0.84 0.97 1.11 1.24 x 1.83 0.17 0.32 0.19 9••8 11.37 12.95 14.54 3.i meters per minulel fere area vt'lacih• AIRFLOW ( 72 1.87 3.48 5,08 6.6A 8.29 9.89 11.50 13.10 14.7 ~ 0.47 0.61 0'76 0.91 1.06 1.20 1.35 4+ 1.83 0.17 0.32 0.47 O.rFr'�. 1 73 2.02 3.75 5.48 7.21 8. h'iNIMUt� MAXIMUM MAXIMUM Mode14151 ounces �� x 0.77 0.92 1.07 1,.22 1.37 � ..tilt 0.19 0.35 0,51 0,67 8.94 10.67 12.40 14.13 15.86 MODE I FrEE AREA PRESSURE PER GRAMS PER CUBIC METERS 78 2.04 3.79 5.54 7.29 9.04 10.79 12.54 14.29 16.04 84 2.19 a, o-830.99 1.15 1.31 lA7 ES URE DROP WATER PENETRATION Sp. R SQ. METER CUBIC CFM PER PER MINUTE METERS s0.R. PER sq.METER rl 1.68 0.19 0.35 0.52 0.68 0.84 lA0 1.17 1.33 lA9 '06 5.93 7.81 9.68 1 I.56 13.43 15.31 17.18 OUNCES CRAMS FREE AREA FREE AREA CFM PER MINUrE FREE AREA FREE AREA j 4157 8.22 Sq feet .23" 100 or. - a 0.20 0.38 0.55 0.73 0-90 1.07 1.25 1.42 1.60 .763 S . meter 0.765 21.7 0.091 27.86 9032.8 255.8 ]071.9 32A.5 2.3 2.22 4.11 6.06 0.73 9.'981 11.69 13.29 11� 17.38 1 62 q 5.34mm 4 59 grams 0.818 23.2 0.098 29.79 9229.5 261.4 1101.4 335.1 " 3J 4.37 6.39 8.41 10.43 12.45 14.46 16.48 18.50 f 2•'' 0.41 0.59 0.78 0.97 1.16 1.3a 1.53 1.72 1.127 48.6 0.205 62.41 9358.1 265.0 1116.1 340.4 2.38 4.42 6.47 8.51 10.55 12.59 14.63 16.57 18.72 6151 1.67 sq feet 24" 005 oz 4.127 117.0 0.492 150.28 9459.8 267.9 1128.9 344.1 \� 2.29 0.22 0.41 0.60 0.74 0.98 1.17 1.36 1.55 1.74 4.69 6.85 9.01 11.17 1 678 sq meter 6 1Omm 2•'�'• 0. 3 0.44 0.64 0.84 1.04 3.34 11. 4 11.64 19.82 1.53 grams Model 7 96 2.55 4J4 6.93 9.11 11.30 13.49 15.68 17.87 20.05 + 1.2'6 lA4 l.fi4 1'84 0.007 0.198 0.001 0.285 7205.5 2'� O'u 0'''64 0•� 0.85 1.0x5 1.25 1A6 1.66 I.W 102 2.E3 5.00 7.30 9.61 11.92 14.22 16.53 18.84 21.14 2t?4.0 960.7 292.8 2.56 0.25 0.46 0.68 0.89 1.11 Cj5 �ltrltrrmanre data I)a�;e .'; 0.014 4.397 0.002 0.570 7971.2 225.7 1062.8 ,323.9 102 2.72 5.06 7.39 9.72 12.06 I4.39 16.72 19.06 21.39 1.32 1.54 1.75 1.96 0.016 0.454 0.002 0.651 8182.3 248,7 1171.0 356.9 j 2.8 0'25 0'47 0.69 0.90 1.12 1.34 6 72 1.77 1.39 108 2.86 5.31 7.76 10.21 12.66 15.11 7175 SW Beveland 0.021 0.595 0.003 0.854 9375.9 265.5 1250.1 381.0 d 2.74 0.27 0.49 0.72 0.95 1.18 1.40 1,1.63 21.06 22.079 MEC 96-0183 I UPPER NUMERALS ENGLISH UNITS/LOWER NUMERALS METRIC UNITS UPPER NUMERALS ENGLISH UNITS/LOWER NUMERALS METRIC UNITS G 3 of 13 7175 SW Beveiand MEC 96-0'183 4 of 13 y CONSTRUCTION SPECIALTIES, tiC -5 IF THIS NOTICE APPEARS CLEARER THAN THE � - DOCUM E NT9 THE DOCUMENT IS OF MARGiNAL QUALITY. OCT 1998 IIII-III'1.I._II..ill�l�ll I i,IIiII��III I 11 ilfllsi rItt lIlrlIllllt(III�III�IiI[IIi�iiIlIllii IIIIIIIII!�IlIlIlii�I�lI fLllIliit►lll��I.t.l il�lll!lIll!lIll��l lIl!llilllJllI.III!II�!Iil111111�M11t11IC�fi llR�lIlOi�. IIFII�IIIILtl lllMllillEll�lD iIT-1MaC"IftMW4i 'll.I .I [11jsll ! lIiI 11 h11l� lltll�l�llll��It� Ilse U I • 7 AW .+.+':.r -7,•t � q SA' -4� 1.. y ,!„ {•';y 3+7¢, 'I< al.{/ ..1 'Y .rt. }. >- r• �< � J. �+ ..K'ul�• ,�.�fA^ h:. a, '�N.� .•9"4 W �•�.I.' �`iy r� 'Y - . 1 1� � t ..4 �, 'a' irk. '•�I• +2' r _ .I. "� '�.;,r .' •.. •-. � - w. 4' t•'t • V - , t.. c -, e � � .. .' ^/La .. .t ', . � ► V4, `y' . . , „ ¢� 1 . . _y� .(. .. ,,,,, •• `•., J u r•t - .. :a-- r" :��....� ,a .�7rI� r�.{'p�1' r r,. ;.,' J ,.. -,, . • : f J, 4: ,,;, h• sl` !� )�: v1 .J .� _;. .x T , .f.: .' 'j!•'a. r r ., � _ -'. +. -v K' •O.. ... I T .. . 15.. - (r .+. _ [ .. .y 7 'v ♦l '�R. � p y _. y ti -, ,. a ., t . � .. ;. 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QCl fDOC"MENT,TIIF, DOCUMENT IS OF MARGLVAI,QUALITY. n���,ia����►Ll1'I F.1) IIIIIIIIINCIA i MI I��IMII�fII� I I�I�IJI�I,I�I ( �'��i+I,II�I+II IIIIIII�i� I� IIIIIII�I�Ij�i�ll I I'II !Illlii�l I II �Iifl�llll� I lil 'I+IIII!jI I III+IIIII�I�I�I !I�II�jII'IIII�III��III�III! 1 _ llll�lllllllil�lllllllll�lllllllll�li!!!1111�11!111111�l1?!lllil�llll III!�!!!1 !?!!�!?I!I!I!!�!lI1111!!�1!I!III!!!!lIIII!i!�1!iII!!?iIIIIliiii!�!!111(!!?�!1!II(!!1�1141!�I f�!�I!III!!IIIII!!!I!!!�I!I! II!I�iIIMI!I�Illilllil�►!I,Illll�!{-_ II` I�Ill�llillllll�!illl!illlll!1111{{�I{IIIIII!�111111�111�' , * JY , r � ti � t �s, _ '• . T}tt.', .1a' -•f .*Tr• s, r,. ,,�1' f ` , .. .•�' ., 'w' r .1., }t`" .- "r'.+.�r, , .j.r', i .,•,t�, *XNA" A• ,•. 's 1 k4'• t x' e ,,. s 1. '« Ow? t . r t,11 -r, .N'ti V. e �,� Jn , ✓.V'1iwL i.��/ vl 1n t!1 111 Jf 2 X 6 5TUU5 ., } • 16' OC. K' 4 S1UI ,r 5/5' TYPE Y 5/0' T!, GYP. BRL, EA. GYP. iiP.D. EA. w t44i SIDE �'� SIDE ' L .� y r�.' ' A I HR WALL ASS LS' ��IR WALL ASSEMLY i ONE LAYER i/b' TrPE 'X' GYP. BRD, APPLIED PARALLEL ip I r `• W' OR T1rP ANG1.E5 TO EA. SIDE OF 2 X 4 OR 2 X 6 WOOp STUDS • IF' OC. Y-4 U� I 1 TP AGGER .�O1NTS EA. SIDE. ' _ 5'-.7� 3'-10' 3'-4 I/4' S-T _ 10'-20_ _• 5�-7� 5'-7r �-4 U,} 4r-� 5r_�r rd/ 1 !/ E 'W' DRYWALL SCREWS t2' OC. 5T II FIRE MT, bWRI01-4511-619 -8-19-'92 ' i I I -OMP TAT, SEE WP 3620 �,'. ►' �; J r "3/4 �• . J A13 R-I3 BATT Ir^, R-21 BATT W-wL. INSUL. FLAT z x ,. Ar7 STIED FURR'G -- nl , ���-----.+7y - ---- — _._ -- VENEER -_ pip { •, • ) M•y"Y t . .w , + _- �- ORI+.I\ -r . •S{( ,.i M r��•. +�r 1 1 ' ,' ' t4�1/ C _ 1/2' PL Y'WD ' PL 1 nl t '•..�'4' `Y..' 7•N ' '- �•. "�" — 117 D rd �.}• - .. . -r— - 5HEANING - NCy EA Sim ire cs+r 9 00 . 2 X 6 STUDS _ 2 X 4 STUDS T, ,STC v'4•r''l�,,�'+y , '. Q �� 1 rr S• suu c�tl►, 1 IL OC. • 16' OG. ;4a'* /1 p ,r 1/2' G'r'P, 1!2' GYP. ly� f oo s•.. 1Y.• SE 5 ACE 3,s c,�+� ` /c , iCk.c rtrr 9n0':rM r I' AIR y % _l8 - • •- w \ T - - SPAT_ -- I AIR „ to E SPACE a, _ ., .._... �� __ ° 3 1 6 f/2' 3 1/21--e 6 I/2' 25�-II I/2'_ Ily' i s' .. a . ._... . Lf , '�_ .__.._: ,1. �1 11' Y _(•;. - ;.�r>:`T" - - Q� T_O,'V E a• _ ...- —_...__ ______ .__ _______ _ Q--.7/�r_ - -- 3h '�' ;: At 4 •�+ "n .. 71O`�ct"►+ ! �(��qp• n1 l co"Q)CT _ 9'-2' _ ,''`r ©M/• 1 �+/�I V I ♦ �l"1L.L. s 1lrK, e i,v41011, , j[1► r - O EXT. SHEAR WALL ' .' .. !♦#,: _ A� •� ,�, *•ttwav tv yK+f Z c>NE y --. �; n ` �,Me vtrrJj9R . . ,.•,.ft.. ......r..�.;_ - iy EE TRUGTURAi ?IJW$ ` o � � TYO iA r ay-pwwvwAr _ iy RISER ' A.N i2� nvI t, 3K�r acs, —. 1 en '.'�( 4 STUDS jljT PLY'WD 4 �. i3 v 2 6 STUDS STEEL COLUtM I' 14Z ( 1 r7 A THIS SIDE AK ' /r AI7 A z;, tr ;j 16 aG. -�— 16 UC. '� r r �� r � LOCATION SEF+ L- �--- _ r _. �--- A13 _ 5,ro TYPE X 1 - C , GYP. W. [A. � � ` gTRUCTUAI D1�AW'GS " j�' __ - --- ..�. J FMT FAIL .aa _ .� fie � -lz A_ --- _ �, I/?' GYP. / SIDE r COORDINATE STS. \ � I I �A8C1�,'F � ��� F3 ti`s r�l�'. � bacr 6 W - C _ _ � � 811'D. EA LAYOUT TNFO • AA UI`t ' -� t _-- .... .. _t_ ___ --- � I J TEi1P. � � SIDE I/2' PLY'WD RISERS � I ,� � ----'-'----------I_..._ � ------ • SHEAR WAl.1. `c C a00 15� f p_ _ 2 1 ! — SEE EN6. CHASE DUCT ! I� 6 g / I 2 7 j DETAIL f All �` _ s, �n All + MACH. DRAW'GS TYP.y v 'Y>„-Jq,1� - r'i, b,ax 1 - 7 1/4' /'c�R a^- \� y A M I V r ZGl/V 1_' 7➢`2 � S�� _ . . RlS Q .. - -i - _ _ . ' ,,.�. f r` ,. � - A� I T5� 24' a. �• •�f _ ,. G�PARTITIQN WALL. C� INT, SN . _ .4 3/4 yr - . N ESR WALL C b� ub C- -a 4 ,. _. ^y_..,� -1!M'M I I h __- 3EE STRUCTURAL PLANS :' �' •. ;, b lock vY y, Mr �" v - 131-i 11b' ZM i rr''' fi ;c# �, )<1 V pY � �•p a/n. �♦ ��• .gyp ♦r�....�...-__-. 2 6 �.fTIJDJ .' afrt,Vb O,�ru¢1 7 i`� AFj(7VE pu l r J x rra c�� - 3TcRr Acx_" EASE � � a. < 16r M. 1 1 �- r rr " " ` Q ,� - ►n 3 1/2 ROCK 5ro Tree x ; t► 2 0�v, iK I r Q - —_-- _ _ - INSUL. BATT GYP. ESRD. FA. a � f .o, - -r-- J SIDE •• t• —__ - - _ _ _ E i —+- _ ---__ RESILIEIIT , y16 I - CFIAWFL 1/2' PLY'WU A q 1 �i G r> A q I I -• EA. SIDE ►t. y«{.:x . 1/2' GYP. r OF :NEAR r .• �e s+ ;'f. +'•�; 5RD. - WALL r,►S,' ' •t ,1�,} ;; �,' 73/4' • a C D 8 i I i �.t �, ! f 1 Alq Aiq A ND WALL 0 INT. S EAR W I .` ` ', �. J•, _ I 1 I I — I I SEE STFdXTURAL FLANS 5'-7 3/4' ± -2' 1/4' �'O. 4'_I-_�}/Z 5'_E' S� E� R--21 BATT _ 1 �c 4 STUDS 2 6 STUDS . .� t i6 OC. ✓ 16 0c. " • !F s r���Iw• - ?6' 0' ,'-G' 4'—d r�'- 4' r �� -- -- - -- - - - - I 4-0' W-6r W-0' -- -- VETdEE� �. 3 I/?' ROCK _ 1/2' ROCK • -_ -- , SOUND 1031`0r I/''' INSSUxL., 8A� \ INNSSUL. BATT t rL.Y WD co RESILIENT SHEATHING RESILIENT - CNANI/EL ON r r . , — CHANNEL ()Pl "-- . 2 X 6 STUDS LEASE SIDE LEASE SIDE z NA IN LEVEL _ _. I6Z LOO P� _ 5/9' GYP. 5/8' GYP. -- - I/8 =1-,--0 REFER T•0 STRUCTUAL DRAWINGS FOR ALL11.�_,_ _ -- !° AIR �, . FRAMING NOTES !1NG DETAIL-5, l SPACE u — ` 1r Lu 3 1/2' J.� 1�14 11 I!A' BU I D)NG ALL Dir iEN5(ON5 ARE TO FACE OF STUD UNLESS Lu NORTH NOTED OTHERWISE. (� ���C'I". t� STAIR WALL O SOUND WALL @ BATH O Cam WALL. p ELEVATOR � > r ty7. N• `t •Sy"„9 4 J , 1 `'. .' ', �• � . . �'ti a „ ''+ ` I'' .i '' a".,��`W�• •,,rN r ' '.Y I i.'rr $� 1 � I r � r - t +. i t• w� Y� yft y��t.� y ''1'a I!'� t .r y :: p. It 4 Bevelanrt 7175 = r,, ` 1 f F4'l7►1 .r",'= " H' 4 k• r ! MEC 96-01133 c 8 of 13 J t r���C c ' Y , .. ' ,�,. t '.,.w��',yL��Ra r . �� •Cr �•� - ♦1�. � � `"� • ` j_. ' +..r. ..^.w. ,n„ ._. r ' _, t , ,,. �+"..,.,. },Y,N.•1.,q`►'n r '�� f ,l+l �+ *�'�� �� � 111"I HIS NOTICE APPEARS CLEARFR"1'11AN 'I'llV OCT ��9� DOCIIMF'N'I,'I'IIF DOCUMF:IV7• S OF MARGINAL QUALITY. , ni�c 1tc», `i,NIrn + IIIIIIIIIICIIII IADEIINlCH�INAIII IIIIIII� IIIII I IIlIIIIIIIIIIIIIiIIIlI1III!II illl�lllill+I I III+i �IIIIIIi I IIII!II(IIIII I' IIIIIII Illi) IIIIIII III�III I VIII IIIiIII IIII � II II �IIj ' -- m t 3 -1 13 1 + II I ILII I I IIII III II Ilil� ill VIII ii,rr nl ,ill!'1 1! I I III n I till I I, I I „II IIIIIIIIIIII,lIIIII, rrlll IIII, ,,I11I1l,!„I„I I!!lI,,,11lII, , ll,.....„Iliifl!lllilt„ I ! !(flIISIlI(I!IIIIIIIiIIiIIIIlliililllllIli!!I!Illililliillil;I!I,I!Irl!!!!.11!!il!!!II!I!I11!{Iiliilllilll!{;IIII{„r„III{II111 ,111�11111{IIIIrIIlI,111,iillll{Illlil�ljll!I!IIIIIII�I�',Il;i!Sl 4. ". I. 11 ,'t•'' ., ;lya ,. `�'`y.. t; 1,' + '9•.t d .' "^ �i •�;t ''i'• •,. ►fi' .. ",t., 4../+�R "� ;r-,rtr•<. '`•,T'-iAl9"'sr • .a*,. . r. 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CLA55 20 , 5 40 X 80 X 13/4' L• ._._... +• " 30 X 70 X 1 3/4' MT L PANIC W. 7 30 X 70 X 1 3/4' sc ay , 8 PR. 30 X 70 X 1 3/4' 5c. • 9 30 X 70 X 1 3/40 _ MT F ' ! 30 X (,10 X13/4' 51-F'a55 YERIFY H IG14T, CUT A5 R gl)-06 ~ ` ���� A�'q� ' -- - ----_—_—_._--_------------- ---'----------. _, __ _ __._ _— _ ------ . PELl11 (CLAD FIX - 3'-4' t . 1 y_�• 5-7 1 1� rIN �!' 1 SCHEDULE ` lfl?lutEa) 5-7 3-10' �'-,I/f Id-2' • 7 . 4-9' GLAa5 40 MIN.) ;' I '��7 �'-1 t!� 5'�T '!'-1�'� SE! KAN FOR GRID LOCA-ncN5 , .a� , i I i r SiXI STYLE ROUG-1 OPEN. 11 y If I 13 1 , I r r 1 I A 546801 FIXED 4 -11 1/2, X 6'-1 3/4' A13 I I B 8�468CI - FIXED 7'-5 1/2" X V-1 3/4' .,.. I ., A r� M r I 0303rD..! FIXED 2'-11 V2 X 12'-1 -3/4" t. 1A A A U 24a8C1 FIXED 2'-5 I/?' X 6'-t :i�'" � _- __ ___ w ---- —_ �` - ___ -- - - -` —• __ _ E (4) 2036C1 FIXED 2'-I I/2' X 12'-i 3/4' or (TEMP.) FIXED T-5 I/2 X 6i'-1 3/4� F 24680 1 T)< , ,��'+►i► r L, :, .'�� ?. °,' ^v' rt,r' ✓wI r u.iwr �� T 90%Cl W/ ARCH 51-II 1/2 X 10'-4 1/7 •�; >�x G 901b FIX ARCH ' � r ;' a•,�t ' \ /1 �,r.sa ry� (• ./� — _ _ W/ (c' 51'WLDER s C. — +1 Y - '` _.oy FLe"' R AREAS .��r• r •� '� �o� rK S \�. �EE7 - - (G�r - FLR. AREA;Av& JO A , 5490 50. FT. _. .____ __ - n,-11 I�2' 3 ����/��"i� w'_4 5ie' i UPPER FLR. AREA 5111 FiCt. FT. -R s ;n yip__ -0'-q7/04 1 --- -- {C y►.�1Y1 ' 011 r4A -.. rte �� _ . _s� 1 V 1 AL. I'�I'cJ °.F,s�. �w•l�; c� All ,z 'r BUILDING AREA U! (MAIN FLR) 3604 50. FT. ;r •�J, I1 i?1(,M ,�) 7 �' BUILDING AREA 4t2 (MAIN FLR) 788 50. FT -`' .. ; ' SPACE _.._.-_�t._. 13UILDING AREA #3 (! ' FT.— LEASEF s»« r'ER FLR) 1729 50. �+ _ A QY4W'p a1m�s�rA. .� BUILDING AREA si4 UP PER FLR 788 SGS. FT. y •r <P,+, �, DE A I CCaORDrNA'CE .J5T5. (2� �` ;r; �,r Ali ,.r r2 v U A �' �. •. '�: LAYOUT FOR MAXIM)M - .. .:,,,+rr =mss G--- 7A13 TOTAL LEASE AREA 6" SQ CLEARANCE • DIXT \ - _. • �. " p ' RISERS t 1 P. 2 _' --_____ _ _ _ _ _ LEASED AREA «'?�,:' -�►•�'. r :; _ I t ----- 2129 5Q. FT. C. C44ASE F « AUC[.Fn1 RISER CONFIRM l�CO�.NFIRM /7` I_01M�E��N.JIONS H/ \ 1 ' •' �CA- LC ; ! 1'.` w •�..... 1 , 7 •r•i3 , �`4 ~'�y',. r + A04 G5 A I /)t• ] J t \ • - T ', Pop. JD NlTEGLESLa I \ ! II^ i+ { + • j , , ,, • , • , i� - .I OTHERWISE � ' /. PC ,lU+,w /.r 1 .. � + •.a .+' z c '=,r3 t , I ` r r ' MICT .CoavE f _ R19FR • - - - .� , �rh7 , conn + 2 r. cF!L. !j' ' H►G}I J3T.S. • 24' oc. I •,,, ; ILY bl4 3/4' q I'-4' 'b 1?'4 1/4' _ +�'.t.t,�l..)w t_ — �R 10-b_ q' 1 , 10 40 ;�� �• r.tb' >YX�y' yu �Y t�«HVO �' 1 Ivir 0< OP011 Cfr.1,4'6 p MAIN t__ {..►>' s•. / ,c TY e b- x '• ti T ,(s LOCA t ED IN r� O,t � CE . �' y .'• •� _ _ 4 TYF. EXTERIOR EXT. LL ( 1 _ i 1► WALL UNLFa, ` 2ti +c?'r yw•y�.L,Ma y 1` •!i� ,'�{a'rl t ' NOTED - C IG PLY'WD TN15 c:rua�� rr�(y� ;,,v. sr,;, ',; "T OTHERWISE _ 17 SIDE 4 -1— _ r ,• i Y ti .•' Yn4 7b1 �J 1 I. 4. W _ --_- >M An A I C D AJ7 H I + I ,, . • I I ! Alq AIA A13 � I I I . , . JLL J'�------- ? a _Eo. Eo. 4 11 !;4' �•'-!)' 5'-�' I 5'-5' �'-4v� �- 2'-4 r/2' ' rl ii8 ------�---� � 26'4' b' 1'-III ' i t_ ��: - --_--_____ _- ---- - _ _ - - -_- - • - -� - ----- - 81Cr 9' 13/4 4 ___-r____ _._--.__.._ 103'-0' I � w Z a UPPER LEV EL. FL"RPLANL f. REFER TO STRUGTUAL DRAWINJGS FOS: ALL `�-.' r NG NOTES AND DETAILS. BIJILDII�iCa ALL DIMENSION5 ARE TO r7ACE OF STUD UNLESS LL.1 NORTH NOTED OTHERWISE. • . Ai / gfsr �e 4riA'6 'NG G. ,�. . �ifV V _ V 1 R , 7175 SW fie-Hand MEC 96.0183 i p 9Of13 - 1 HF THIS NOI'ICF APPF'ARS('LEARER THAN THF. OCT 5 1999 DOCVIMENT,T11E DOCUMENT IS OF MARGINAL QUA1,1TV. N11010FILMED ilil+I II��!I� tl►IN04; f!(�!! �;�I���I �;� � i � ' �I !;! � 1 ! II{ILII! ! I !' !� , '� !fl; !I� i�� _ ! I ! 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NBBC-T�lOI SPECULAR LOU-NIR 120V MARK VII AE METALUX 2-F032A35 2 X 4 PARABOLIC TROFFER - 2P3GAX-232S)a I 3 LAMP S 1/2' DEEP, 18 CELL SEMI- -Q NSBC-TUOCb SPECULAR LOUVER 120V E88 -EL4 AIS A^CUPANCY 8EN8Efd SUPERSWITCH 011210 I r AS LITHONIA DIMMING PHOTOCELL ..• FOUINOX - - LEO-DPC j 2-CF COMPACT FLUORESCENT - A - - -- A -- A - A --- A A Ei HALO - -- � 1 1 A _ H7881HP-+ierou 1800/835 6 5!!! t7EEP,L(�W IRIDESCENT --` ALUM. ALZAK REFLECTOR _ _ :EE - C SHAPER LIGHTING 4-F278W/ PENDANT, POLISHED BRASS, A A-E A ---- A -- A-E --- A A A-E A 404-36-CF-120SSB- 841 36'DA WHI fE ACRYLIC ^ _ PB-60' OA - - A A-E AI 4 LAN�Ip BOWL D SHAPER LIGHTING 2-CF 18 PENDANT LUMINOUS SHIELD- a / - - 0482-CF-120•-P8 841 POLISHED BRASS, WHITE _ WALL.MNT. T WIAP ACRYLIC SHIELD, ' A A A _ _ E SURELITES LED LAMP EXIT W/EMG. BATTERY _ A A A A A - - A _ CCX-7I-R-WH � RED ---------- -- �,. '. A A A AlE SURELITES PAR 38 EMG LIGHT W/BAT r.. TERY------- CC-3-WH 13/C WALL MOUNTED �,OVALL PACK TERON - � -' ACI: CF _ - WI LITE ACRYLIC LENS A A _ __ _, F 1 TERON A - --- A-E �y A ^ ASE __W_ _ PL - - �' AI — R \ I I -- - A AE13/C/9015 F ' WHITE ACRYLIC LENS PACK ,WALL MOUNTED +, . • } - ---. -- A-E _ (WITH PE CELL} �i� za "; A_E O METALUX2-f032/83S WALL BRACKET W!Pt(ISMATiC A A ��_E S _____ A BIJA232-120V 2UMP ACRYLIC SHIELD, UP AND DOWN AEB81-EL4 �_ LIGHT , - _ FI - ��I - L1� �Y A-E - - PIT LIGHT 130 11 OR PENDANT MOUNTED STONCO 1-100A PIT LIGHT, VAPORTIGHT WALL CFILIWG NOT USED tri,! / II I- C ) T13 - �_ - -- ON R M'ILj'rPNHOARD �- A 1 ,X I B 1 - x CEI � J5Ts. _ _- A A-E A gA A L � �\\''I e"_q• �� TYP. P RE5TRoorls. EXTERIQk UC,iI:TI IG - -- ,� SfE,� FLOOR 11-ANS FOR J HYDREL 1-M17S/U WALL LIGHTER, OUTDOOR A CEIL G FRAMING 710QA MH175 _ - ( - - MED FLOOD LIGHT A714 --- , - of--- --- R _�. - 120JHF/STMZA-C 175 t�Y HIO A-F COL'G A A A_E _ W/ SM STANCHION —__�_ _ f -- K McGRAW 1-M17S/U POLE MOUNTED AREA LIGHT GSB171103D-BZ MTI. HALIDE ALUM. HOUSING, CONVEX LENS, 4 A W/SPUN ALUM REFLECTOR C A Iv. A! - ARM MOUNTED _- O A K.-i McGRAW 1-M175/U POLE MOUNTED AREA LIGHT V. --- _ - - --- MTL HALIDE ALUM. HOUSING, CONVEX LENS, " A - A-E A PFNOA14T D A _-` A -- --_- - _`__- RSS4A9SSF-2-BZ W/ SPUN ALUM P'.FLECTOR - --'- ---- ___ ARM MOUNTED A-E A AI _— t" v - -- --- -- _ OE K V r' . . AI4 AI4 A13 �.. z MAIN LEVEL REFLECTED FLAN C) a ; BUILDING � v NORTH i--- � � }M K Z I C h�. 1175 SW BevAland J MF.0 96-o183 11 of 13 oil " ......... ...•..►-.,,.........., .w._...-.....r.r..a.....-..w.... .•_.........,w... .,.-. . „-, Sri�$11 - - _. .. -_• —...:, _. ._ d...._'+ {. rte+. IF THIS NOTICE APPEARS('LF:1►RF.R TITAN THE DOCUMENT,THE DOCUMENT' IS OF MARGINAL QtJAI,IT-Y. OCT 5 1998 I�I�I I�I �ill III�III I I ! i ! I I I I+! ► III 1 , MICROFILMED INC MetINI I I I ( I I II I II I IIS I�illl !Illlli�l�ill I I�1��ji��l�l I I�Ili l III�I I iJi! !I 1! 111 I illllll I I i I I I'I ► IIIA i l i l l l I-�-----'•� = � _ I I � ! 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