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8430 SW HUNZIKER ROAD-5 tlllppmpppm bpi. A-a". V'VA 49.flk 11#w 4 .tT.V, ,mm. _"%TmMW1W16Tppp, pim y1a • 4-., Tw C4 ryv -M AA11c O In i o L11 cil ecr, no o ies BU I L DER , COLAME TT17 C ONS-r"' UCTION COMPANY CL I EN T r CULAMETTE CONST. & CARLSON TESTING PROJECT L OCA T I Ciil TIGARD, G.R. EGON DESI ��IVa U I REMEN TS UBC LL:25 PSF WL,*80 AIPH 'B ' AUX:3 PSF ORDER NO. W8035 FABRICATION IS PROC ED 11 A)L/ E ENC I v GSIS CHCKD. Pv TB THIS SEAL BY Dvt*jA%--,0 - fjix- -- JjLo alai --mm" DPT"" APPLIES ONLY f—OMATER IRLS SUPPLIED BY It D P R 0/c- AP1,1CO STEELO" SYSTEMS , A UNIT OF BUILD INkr_." 1_LCF1N0L.0C IEr\D-' CORPOPTIT ION4G N 1 7/ r 7-;r s 1 AND IS NOT IWENDED AS THE SEAL OF THE L ENCINEER OF RECORD FOR THIS PROJECT . THIS SEAL COVERS SHEETS NUMBERED : S14EE T NO. L_ -3 T , U P-:'E F'Ml tEl,.3.1:.. I. THPU �o -HIRU L'� _._. ,_ _.�..� _ _ T HR U 0. TO ,�,� � 1111t II � I � � � � I � � 11 � � � 111111111111 . 111�It11 � t 11 , 11111111 Ili � illll , ll , illt I 11111 ill Jil .,I I I i ?_ ��. lt III III I � i1 � � � 11 a I NOTE : IF THIS MICROFILMED 2 4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. a 97 SZ fP 2 EZ Zt 12 oz 61 of LI 91 sl fp I E ?I 1 I I 01 9 s t, E 2 APRIL , 1991 - ..sirs.rarrt.+o.•....•.,�:.,...,rw�as...� - .. -•� _ ._—_ _—.-- -- — _. __-._ .. :4r...... •t�.� r.a..�wssMeari.-..�,. ..cz2-•w��L. ,s.-,- ..,io....�s...`t r t I 7 6 5 1:41 �3 2 L 152 ' -�3 " 1 , _4 „ F 2S , _0 „ 2S , _o ,. 25 , _0 ,. 2S , _O �.--- 25 -0 2 SI -0 /1 1 -4_4 STANDARD EDGE OF t ` � ~� S TANDA D CONCRETE I ! I I I I ! CEDGE OF ONCRETE v ! � �l STANDARD S I DEwAL L EQCE OF CABLE BRACE SIDE CONCRETE - LOCATION o z J z 1 1 1 1 A 2)1 9- u owo'11 I (i) A2 q2 E{2A2 A2 - - 13 f� Ln PL A2 C3 I �—• w o • , 0 u K2 U) z m 1 1 t _ A 2 � � � 1 2 LL! _ - A2 A2 p+2 A2 A2 A2 z ------ - - - - — - - -•� u1 STANDARD Tr_ S I DEWALL EDGE OF CABLE BRACE V CONCRETE LOCATION 1--1 SIDE v v � N (D O ull O I vt ED IT wLn ANCHOR BOLT LAYOUT =)o (NO SCALE ) Z D X cc O E-+ t...a Un U"z >04 oz E-4 o z . U! �IP�G TECHNOLOGIES �OR�O�A�''IDj� ��t �c� F�U�IDATION LOAD�� THESE LOADS ARE EASED ON THE I EDITION OF THE U8C- CODE. �M�1 o PRELIMINARY - NOT FOR FINAL CONSTRUCTION �� ORDER/INQUIRY WSoa5 LIVE LOAD 26 Psr MEZZ. LOADS. ENGINEER DWIND LOAD "Ll - ' 13' DL 'cT DATE _ 11 `22 a� COLLATERAL _ '3 PSEO LL U LOAD COaB INAT IOijS (CIRCLE THOSE THAT APPLY) M � (9�- DEAD + LIVEEL j- DEAD + •5WIND + LIVE I - DEAD + ,5WIND + CRANE y. .l.. '{"" 0- DEAD + WIND F - DEAD + CRANE J - C C •- C - DEAD + LIVE + WIND G - DEAD * LIVE + CRANE K � DO r! � DEAD + .SLIVE + WIND H - DEAD + LIVE + CRANE COLUMN GRID LOCATIONS "'---'- ORDER NO. LOADS (KIPS)/LOA COMB. ANCHOR BOLT BASEPLATE BDOWN UP OUT IN QTY - DIA. W X L _W8D35OTTOM OF BASE PLATE IS ASSUMED TO BE AT FINISHED FLOOR LEVEL (� UNLESS NOTED WITH ( V. S10t_wAUl. 229) , I7 9 'r rr 2 A_S �. - �3 f3 1 - I �4 m g x ► DRUM CHCKD. THIS DRRWING REPRESENTS ARMCO 'S INTERPRETATION OF THE REQUIREMENTS SILK WAIL 29 - FOR THIS BUILDING. CONTRACTOR MUST CONTACT ARMCO IMMErTATELY IF (o ]� >0�� THESE DRAWINGS DO NOT MATCH HIS REQUIREMENTS . 2 r_ - LSC Cu. �N �,o- C� A I- I 'X, ]L _ R T,� DIMENSIONS TO THE EDGE OF CONCRETE SHOW STANDARD ARM'.O CONDITIONS GORNt0` S 3 AOR THE STATED COVERING TYPE. CONTRACTOR IS RESPONSIBLE FOR THE 3 3 ,� EDGE OF CONCRETE DIMENSIONS FOR NON-STANDARD CONDITIONS . G 2n, 2 4 A a � O - 1- /b r� � '� � r ' DATE AIJCHOR BOLT S1 ES AND QUANTITIES ARE BASED ON THE PROPERTY OF 1 -1 : a y �,` u I AC+p• t�;'`� 11 - 30 - 88 1 — ETEEL ANCHOR EJLTS ALONE. ACTUAL UPLIFT AND SHEER CAPACITY MAY LE LN��`� L{ , y ,�k at e e 1 3n — o� OWER CEPENCI'1F ^N TKE CONCRETE FOU14DAT10N DESIGN. ANCHOR SDLT KIPS KIPS RLL to c y r' , V G� ^JCHORAGE HAS NOT BEEN CHECKED. FOUNDATION DESIGN IS THE PLSPOIJSII'LILTY 8 . cj --� � 1, �; ' l�T`!cr A d C3 r� 1 7�6 c. -t 12 ��! � • , CF THE S'r STEM'S C014TRACTOR AND MUST BE DONE UNDER THE D IRECTI OIJ OF .z _ RFV I S I ON =OUNDATION DESIGN ENGINEER. . 14V h -`STANCE TOLEPF,r)CE BETWEEN CENTERLINES OF COLUMN ANCHOR BOLTS CLUSTER„ IS �` • =�JS OR MINUS 1/8 OF AN INCH IN 20 FEET AND PLUS OR MINUS 1i4 OF AN 1x4714 OVERALL. / ` J 3 K t PSKIPS ! / ]JT OF LEVEL TOLERANCE FOR TOP OF CONCRETE PIERS AND WALLS IS PLUS 1/8 (( � � T ti0. AN INCH Ild 20 FEET FLUS 1/4 OF AN I NCH OVERALL , 7 . S SN,_ r t LL ANCHOR BOLTS SHALL "ROJECT FROM THE SAME Ci7NCRETE ELEVATION MAR. 20, 1986 'JLESS NOTED OTHERWISE ON THIS ANCHOR BOLT PLAN. BRACE ROD F :_L CONCRETE wORK, INCLOIDING DESIGN. IS NOT BY ARMCO BUILDING SYSTEMS . FOU14DAT I ON LOADS `�v m•/� � '' (UNDER ENDWALL WIND) D. TO d •w�..raww+ww�as.......r...a.+. .a...,. •sn.w• o..:.....e.car..it-- -�� _.. Aii va.1•r�1..+Yt�.+ar.vearw.iar�•N••r.a,7.••s.nr rr-wrn._s•swr+w�.rre..e•.•w..e�.r�an�•wr-..w.s.wtiA:w.�.asiwr...•w•w..�..w.ou. .o.asoawrrr�auaaw. ��■r�.r...w.ur.+ww .-.w.:u...,..e. -- --..--- —.— - --._. ...__- "�•ss�t�if°�-' - - -- • - . n .y' wow --�y .f 5 / ; 1.N. . .. . .... -' +Mftl .^_ -1110..1w1M�+M rMw.��p.wvyy .na �•w!na•+.•T.r.•.w--.- �— ,. "'n;Ar�➢A.pW'�.'^, - -.1•. �v�•Mw. w.www�Mnfr• yw.ws —. � II � rIII111tIr111111111tillli1l1111 liltlilllll Ii1111 ( illllll ' IIIIIIIIIItltlttlll111111111tlrtlrtll �► _ r•- .> I � I � I � � � II � � -I � � s1 � � 111 � 111 � olr � fil 11 � 1r � I � � 1I1 .� � � 1 � 1 � � � 111 � 11 � � 11 � � 1 � 1 � 1 � • NOTE : IF THIS MICROFILMED 2 3 4 6 A O I I - DRAWING IS LESS CLEAR THAN — - THIS NOTICE , IT IS DUE TO �.- THF (aUALITY OF THE n,<1GINAL DRAWING. 0E Z 92 SZ bZ Ez ZZ 12 0z 4f^ 81 L I 91 sl t I E I 21 11 01 6 9 L 9 S b E Z 1 Son ft + �NI�IIIl�IIII�Ilillttlt�l�t111'tt�tlllltt11111111111l�Illl�lllt�ttttllittitl�llitti�tiil111111lIII�IIIIII!(I�fill�lll1111�11111111111i11l1�111111111�l►il�llllv�llll�l111�1lIl�IIlI�IIIIIIIIL�IIII11111�111111111�1�!'! il�llll�llll�llll�llll�llllll � I--' I II APRI 1991 ' W!!!�U lllll�I�lt�lllllilill!l1I.11U�11!! !!l�llil�IlN -.. ••lam. Yu. _ . C•.W.l�,1wCl.✓�I.4f�--.il¢n_Qiiiriw- v +-.`--�.r.a.-..-_---__..___�.. i (/(())}/'''�'`�---'��( � 'L.�MrL`.'7P �iY.rY.r.:ttR".sr+_.-nMa.►•r..'.w�+...�.tw�Y.r.Y.Y..Mr. __ _- ._.�_ _.- --__-r_ _�..-.-•.-.-�._...�...- _ •. �^ � � ( V •Y•�'yyA�Yl�/F»Y'111Ya'A1q1��.'ell1._�MI.W.OYAM.rr?4•Lf�IM..dYRs3•3 e�`OM.' �- .-�...� �....�. -_ • - ..r-.r_ _.-.y-.' `.-__--_ wN+�.Ire I i �I FSLX COVERING TYPE S X FRAME L COVERING TYPE SLX COVERING TYPE CENTER LINE ,_._FRAME - CENTER LINA STANDARD EDGEF�ZN ,e _ _ �--- 1?"' GENERALNOTES Oft i STANDARD EDGE 2 . 2 N I I Tt 2 _ 4 j 8°' ALL DIMENSIONS ON THE DETAILS ARE SHOWN N IN INCHES . I - -- - - - BASE PLATE S I Z ES ARE SHOWN AS MAXIMUM SIZE . THE - - I - - I I I ACTUAL BASE PLATE USED MAY BE SMALLER . �--- N I I M o - N ,- - _- -- - - -- -, O 010) cn I I STANDARD ENDWALL _..BASE PLATE C� 4 „ 4 ,° BAASE PLATE SPLATE EDGE OF CONCRETE 6 X 1,� O 8 X14 i " " \\--BASE 6"X 18" , 1 -7/8 " 0 U-BOLT 1 -1 1/4 "0U-BOLTS 16" 1 -7/$" 0 U-BOLTS 2 1 /2 PROJECTION Lu 2 1 /2 PROJECTION 2 1 /2 PROJECTION u Q DETAIL AT 1 DETAIL AT z DETAIL AT 2 3 DET201 08/85 DET20S 06/85 DET209 06/85 c� SIQEWALL COLUMN CORNER COLUMN ENDI�ALL COLUMN TOP OF FINISHED CONCRETE OR GROUT �. G oftl r ANCHOR BOLT PROJECTION= 2 1_/2 " BOLT DIMENSIONS N -- (V CO L (� 01 .r (O 5 / 8 " 13 IS / 16 °' 8 112 w� L ANCHOR BOLT FHBEDMENT DEATH 7 / a 13 11 / 16 4 " U,o W 1 " 1S 9/ 161 10 1 /2 " � o J 1 1 /4 " 21 3 /8 " 4 r'� W;�"♦ o z w� (mz rr^^ -4U U " ANCHOR BOLT .0 00 c 0 0% ' c �J < m ORDER N0. W8035 DRNN. CHCKO. RTB DR TE 11 /30/88 REVISION SHEET NO. R �� .,:ti.i'Lr'LMs.Y:.�lrlwva/IIII'V4JI�I�.Iw.':•�rt.e.r+sv.m ww.a..ow'wa►i-s F urn'+r�e_w•rit»:.•'wwMLT-w TY.'...A. •.'�-n�,t�_-'uu: t.d.cwwsc•t..'wes�ma „enay..w.rt=a•+assarel:•c*,�.•sw.sess^�L.c'r s��+F:...-.rmv +c'nr..rarrww..tma.•�r ri+r-•*nss�r .w,i.-LlMcs.•+urw:vrLt.r-r.:_3k-- •.,w.�r.a..:w...s.r...,a.•;...w�.w+..r.w �I.�I��+ 'rw�rq--•rc�awlw......wr.. .'alw.w+r.►f�wir�ec«�.wr�l1. �w'� '.. ."'�L.t5s.Y0\-�r'4tfi,p4aa'9:e•..11.:.]'�JY S1'ta�f�'I�tl/r 441�i.'11.^.T:.':.Y.',P.1."]ICI O'.?Itx�.�:�NlTl1Y�lI�Q1PO!4��1L..9.1.':!Ji.La .•'OI.:i4.w..�..._M/R�'+,r'.7YrlmY'W.,n tiW.SiM1rl•�+..._._,.�'. '30/9A (=F F E R n R 4 •._•.••%r...w• ....�,.,w,...a wll�r_a..,-e.sem•+. .:„,..�.... +uG:�art,s*.++Iwo—m.,.�•_.- -�wMc.�a�r.rs4�l�el: - M', .fir �'" 1. • r. . Ltw71�1M'- .._......,,MII.'�.�S;MM�P41r.N!u+�mnLr,.,�.. .:_�..•Mw,pr's'.'`-rnlw�M.11C-.as ..., , . � � � � ►� t � � t � � � � ` � + � i � � � t ! 1 iii rIi tlt tIl tll �� I� rlil II I � I Irt I � I tll I , I � I IIt � � t III I I Iit Ilt iIi t I tit � � � t � � � I � � � � t � � � � ' � tI � i � ilr � , , � , II w: . ....� . ...., ....:._ 11A � . NOTE : I F THIS MICROFILMED 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �. THF QUALITY OF THE ORIGINAL u' f DRAWING. _-- ---'__--._�_ _ - --- --------___.�.------- _ ,. 0t 6Z 8Z LZ gZ SZ fZ EZ - I ZZ 12 OZ 61 el LI 91 SI �► I EI ZI II 01 6 ® L 9 S b E 2 I4 ter. ItU�ltll�IIIIIIIII�Ii11��IH��IIIi,li11lIIII�IItI�111��1111�111��itH��W��t�Il�llll�illt�l!ll�It�lIt11l�IIIIItI��tlti��lllllllll�lll��llll�llll��lll��tl��tllil�Ill�IlillllllililLIIIII�IiIllll�l�llll�l�ll�i�tl�Ult��if�ttlt�IIII�IIIII I II--____ II `: � � APRI 19 9 1 Nib 1lllt11L111lli11ltii!!�l!l.I�f Il�IIIl11IIU�1111 ��Y'.VtAtlYi,V1•Y/ta•il!".pta�aal ru �aA•Mw�I.�1a.••�••if�� w.gYt/-+Y'.•«'��r •r .—�—_ :1+Y.:'fal►wC`—". .. .—..-��-�-. _ ._� w•r+•a.+ra+s+aw•w..:. .:su-.cwr.••.•.w►..•-...,.awa.a.w- + 1 q r � ^ rr 2S , -p „ 251 -011 2S / -O // 2S / ,/ 2S/-Oil 1 -0 /1 r r� ETDCE OF I �� t S T R NDARD CONCRE TE t I I I I I I tEDGE CONCR�E �. I 1 Q STANDARD Dl SLow IDE EDGE OF •�.�. LCNCRF TE" ol- W- W- �w CABLE BRCG SW COL . SW COL . Ln S/16111 ZZs em - F+ ' W- W- �`-� �✓ at EW COL . �-- -n W- o v CABLE BRCG S/ 1 „ 0 w- WTER U - N_ w_ 4 = oeEW COLD u O W- CABLE BRCG0 am v w am N W- t r-R � .3 t7 - W-cn RAFTER ~� 4 EW COL . ► �` o l- CABLE BRCG Ln z�w ' S/1 0 W_ W_ - SW COL . �C SW ..OL • .� ,�1 STANDARD Q EDGE OF 0 1L CONCRETE HIGH TYPICAL FRAMES TYPICAL FRAMES ----� J i DE (LINES 2 - 6 l (LINES I A 7 l N UNLESS NOTED OTHERWISE . UNLESS NOTED OTHERWISE . cu oLn o1 c cD V � In 0,-4? 0_o w � co SHAKEOUT PLAN E--4 --►�: (NO SCALE) �¢ oz z W cnz T� �U rVIQ~ H ��D v) 0 0 C Q) 0 �- 7 --� / D \J ORDER NO. N803S DRIJN. CHCKD. R T13 aiE 1 - 30 -88 F-11 I 1`J . ii i. �'t v 1 S 1 DN REFER TO ERECTION INSTRUCTION BOOKLET 'M �.��1::: FOR ACCESSORY DETAILS. 0�� . ...� )� — � —.� � D. f �lxI , ' SHEF T No• 1 r�'HE,V ERECTING AN ARMCO BU l L D I NG RAFTER MEMBERS THAT APPEAR TO BE TIGHTEN ALL HIGH STRENGTH EOL T S (A S2S: 8 Y THE ,q S T�M�T UR - DO NOT SUBSTITUTE ORD j!J�R y� � START ERECTIUN ATA � ,.r..a.._....._._,�.. , _ BRACED BAY T' ' • ERcC T TEM- PVRA R I L Y SUPPORT HALL FOLLON ALLFOLLOW PROPER SAFETY PROCEDURES SYMMETRICAL HILL HAVE ALUMINUM TAGS OF THE NUT " METHOD. ALL HIGH STRENGTH BOLTED CONNECTIONS MACHINE BOLTS OR NUTS FOR , , 'DEhALL COLUMNS, EAVE GIRTS 4 SIOENALL GIRTS TOA HORIZONTAL POSI - sl w+auar..m.s`sa3^�_�•�.R�o.r.�r.+rsc��cwr�nwa.:.Yw— +r.��r.r:caw—rc.-craswa'.�...�.wr.._+.wa.—.s.�wr*awr-.s.....�..r..w-,n-..-ww.wn-w..+.rw�ea+ra�dae.c mgw�•�w•r..,e-j�.�.��n._.�__�< rr —_vrraw...av:rwias ��-- ��.-.......a.e........,.+.a�r.rw ierr S'HHICH COMPLY HITH LOCAL AND ATTACHED TO ONE END MARKED EITHER ARE BEARING TYPE DESIGN, UNLESS OTHERWISE SPECIFIED . USF HIGH STRENGTH (ASTM A - 325 1ROCS . ERECT RAFTERS. PURLINS $ A00S • TIOd $. EFQRE ATTACHING HALL FcnERAL SAFETY REGULATIONS . DOHNSLOPE " OR "UPSLOPE " . WASHERS ON SLOTTED OR OVERSIZE HOLES IN PRIMARY ST �LTS F►h � NUTS . PLUMB BAY . CONTINUE ! ITH AOJACENT BASS ,MEN$EFSCOV -RI " TO AVOID CIRT SAG .. a•J!"�w<.. .«w.aer�ana.rrw,.—,_.r.......,......................+�s�.awws�r..<w.,.�—~rt .�+"�a'�_-�-- _..r ..� � �..�I•w•I�� • . i J C i ti �>•.�.assts�vw.ro�wu.wc.—taw.r*r.-ex��e-.>•w�sw.�n.a.._n. •.wrar it 1 � ►` f t I l l l l t t l l t l l l l l Iii 1 1 1 1 1 1 1 1 1 1 1 1 I l l l l l l l l l f 1�1 '', 1 1 1 �r I I I 1 ' 1 1 •, . 2 3 _ NOTE : IF THIS MICROFILMED =---- -�----� ••�•• •�•� — rJ ? 8 9 I I I DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO TNF DUALITY OF THE ORIGINAL _- DRAWING. _ QE SZ BZ lZ 9Z SZ tZ EZ Zz I7 OZ 61 BI 1. 1 91 Sf b EI Z ! 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C� E E i 7S 4 3 2 1 1S2 ' -8 " 1 ,-4 „ 251 -011 251 -011 i_2S , _0 ,'r 2S , _0 „ 25 , -011 2S , _0 „ STANDARD _ —IS STANORRO EDGE OF (IS@ P86143653 (1 Std P8C7—, 3-7 8S (I—S@—P-8--6-S-37-8S-) 1 S@ P865378S (ISO P86S3785 (�110P�88W�36S3� iEDQE OF 082 .062 .062 .ObCONCRETE � �� 2�� 08211 CONCRETE . ,, 38 51 �4 38 � 38 38 38 38 � 38 Z 51 �4 38 PURLIN PURLIN 1 PURLIN PURL IN PURLIN 69996 AND/OR 72042 CF ROOF STRAPPING -- LAP LAP LAP LAP LAP TYPICAL ALL BAYS . SEE CF ROOF SHEET FOR DETAILS AND SECTIONS . 2 3 4 W I %/ STANDARD D 1 D 1 D 1 :S:I:DE EDGE OF D 1 CONCRETE cc kk I x� Ln o _ m , U M A A vJ I — O 0 a I o � N Ln M O : $ I 0:� o � J • it U) zm LLJ V�w W — — - - - - - - — — - - �� - - - - - - - - - - - - — — sTANOARD EDGE OF CONCRETE . HIGH TYPICAL BRACE ANGLES - TYPICAL BRACE ANGLES (LINES 2 - 6 l (LINES 1 a 7 l N UNLESS NOTED OTHERWISE . UNLESS NOTED OTHERWISE . In 04, 04, cD v W N rr !- LID =O 2 �O ROOF STRUCTURAL ,J� (NOSCALE) '� �z o Z Mz cn VT t U BRACE A14GLES �_• ..__ � MARK PART NO . HARK PART NO . ¢ m N NOTE: ALL FRAME & PURI. I N BOLTS ARE ORDER Q. TO BE TIGHTENED W8035 PRIOP TO SETTING ROOF PANEL BUNDLES ON THE PURLIN ATTACHVENT CHAR' STRUCTURAL SYSTEM. BUNDLES SHOULD BE PLACED RUN. CHCKD. rTML70CCURS AT 1 r-- OVEP OR ADJACENT TO FRAME LINES. R TB PURLINS MUST BE HELD SQUARE TO THE FLANGES DATE NOTES : G 1 8 7 & IN STRAIGHT ALIGNMENT AS THE ROOF PANELS 1 ) @X I ND I CATES BRACE ANGLE PART NOS . 7 2 _ G ARE INSTALLED. TEMPORARY BLOCKING MAY BE11 - 30 - 88 REQUIRED TO INSURE PUPLIN R P ,r � nRG� AND QUANTITIES FOR THE PiBOVE CHART . L I POLL I S REVENTED & PURLINS REMAIN SQUARE TO RAFTER FLANlux.�,`.� .�.f�`s�� REvtsro�v ASIGNIFIES A QUANTITY T Y OF ONE GE �' k 2 01 ,XNOTE . 00 @ 0000�� INDIuATES QUANTITY & PART NO. WHICH MAY BE LOCATED AT "EITHER BRACE ANGLE AT THAT LCICAT IONj n " � N " �, ' SHEET NO. SIDE OF �lcB . OF PURLINS TYPICAL THROUGHOUT BAY w ( UNLESS OTHEPW I SE NOTED ) . 3) R Y, " SIGNIFIES A�QUANT I T Y QF T1�0 llr� ++(( 401. BRACE AIJGLE� AT THAT LOCATIONj NOTE : REFER TO ERECTION INSTRUCTION BOOKLET ONE EACH SIDE OF V!EB . FOR ACCESSORY DETAILS . w C. TO p`Y.s.-w+4'fY•+i'r s�/.r+' anr,�.a.a: waMaMAMvwa.Irta.s'-�--�-••'t-�•VRYTar►•� �rl�}�eJC�:.er.+77.R'a't•1.7w•wRaA+s`at:'�wa`AswN.�.!!./sr:9P rr/ ry 4•+'.w�•arn�s�./�.�'rwssY�.�ur.lt.r:.r.....c;-rwr-..se oRe^•+w++wrwn�.�e.n-.�, ....n.._aiw.wuanrr-rr..r.vvfs.r.ur.�,.,-n ln...r+�•-.-arw�rn..s�^a•a.e..rnsti r:•„.w.s.�r�r�•rr,.►-^.r-w•a.•..-.,rr • • a.eo.+wrr' .eus..•.m......ra.+rs+w.oro.n—.s:u.-...•m.,,rry �.oraarr,seraJ.sRsyex,R.roev..�-erxr.�s.el�aewwr�-�.rf�N1•a+e�r►s. - .., .. �-•• •+r'w` ♦aw+.naiswn�►:n^www�n.�..a..�.+.w�.rrwvwe�v.n:y.r•... ..-.•.,,,:a -. 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CONNECTION REOULREMENTS < m LOCO BOLT CITY . $ DESCRIPTION PLATES L ZES o�oER NO. QTY DESCRIPTION MATERIAL. WIDTH THK . W8035NOTE : MASONRY WALL IS SELF- S PP U OPTING PEP 1 1 1 /4 " 0 U-BOLT A36 8 " x 1 /2" R A K E G I RT S I ED CONTRACTOR. DRUM CHCKO. ��- R T B �2 1 7/8 " 0 U-BOLT A36 6" x 3/4 " O T Y . C. 0C° Tl ON P . N . LOTH NOTE : FRAME MOUNTED FACADE AT FRAME LINE 1 . �A TE [-31 1 7/811 0 U-BOLT A36 6 " x 1 /2" R I DGE9 NOTE FOR ALL BUILDINGS WITH FRAME MOUNTED FACADE . '` 8 S/8 " X 2 1 /4 " A32S S „ x 5/8" I N T E R M 1 () P �, REV• � ' 1s1oN PURL EXTENSION. MUST" BE INSTALLED BEFORE(� � EAVE EITHER WALL OR ROOF PANELS ,IRE ERECTED ON b FsI 8 3/4 X 2 112 A325 5 x 3/4 ` T , BU ,. LD I NG . SEE RED ERECTION ACCESSORY MANUAL � J`� f " -- -- FOR FACADE DETAIL DR;�i I NGS . I sH�Er h�o. F-r�- 12 s, s X 2 1 /4 A32S s x 5/t3 FIELD CUT ANf� LOCATE'TE' f� � REQUIRED . � . ERECT RAKE GIRT BEFOREERECTING PURL I PMAR. „40, 198N 8078 8 S/8 ” X 2 1 /4 " A32S 6 " X S/8 " REFER TO ERECT I ON INSTRUCTION BOOKLET '94 . : ------�' . EXTENSIONS FOR GABLE OVERHANG CONDITIONS . FOR ACU. ESSORY DETAILS . � ��. �� S4 \I W' • —•—_�� awry.s.ra a-•+w nn..r•. r-uu;ua..-._a+r-. - ..aaa�ntcss.aoe.�a...+s...c�ei�s.ee�.eve:.lers�.��•.rnw.!a.:sen�s..w.•ragwwams�q..-_ _ - anr�.a.nn.rati.aua.naaur.4u.s�u:••a.ylv�aw.a..,a:;,..: �...�.��.s�rwsror a�w.�.suawwta.�.�.r�.q�. >-n..vrrx-nt�r..s-.�•v-ratabw.r....+-r.s- .�..-...>.ncn....•.v�.w.w.w.....�.mar..,-r..roo.rw+ar,r.wa•....swWa:r�rr.a.r�.sMes�rrerws�rsw� ''+s.rll�ts. .rr.:...a.w.......,.....w—....rw+r.w.r vr.w.w ira�r• �1..w�.......•..r+nvrw�wrw�.-- ..""�"°" '�r�..�l��.�l.-7raax.ty i..s m.- _._. N!�n35C1 tl ' - �. 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OR DOWNSLOPE. -l:Av CABLE ASSEMBLIES WITH ALL THE TOLERANCE E PURLIN -- Tr`PICAL TO THE HIGH END AND FIELD CUT THE ANCHOR EAYE 0 I RT BOLT n J REQUIRED TO ELIMINATE INTERFERENCE . •-T-- 2-JX �j PURLIN 1 4 BOLTS 81489 ` 2- *1 , --� 2 SCS 7Q�806 ROUND OR SQUARE WASHER —�- , WITH NUTS TYPICAL CRESCENT WASHER HEX NUT 1 ' l•• a 83206 t,. 2-JX 1 / BOLTS 81489 fir/ NUTS %' All V �Y RAFTER & 2- 53734 RAFTER WEB WASHERS PER BO EAvE GIRT EYEBOLT F FRAME -FOR PURLIN i STRAP 74045 1�v 3 SPLICE e TYPICAL 1 t 2- X t / 1 „ EAvE GIRT C� BRACE GRIP -- CABLE HEX ROUND OR BOLTS 8148:' X 13/ H. S. BOLT / DESIGNATOR NUT SOURRE WASHER o PURLINS 31489 W/ 2 MASHERS ° � b. WASHER 53�1 � ' � 53734 ( LOCATE 1 'L 'D [M`N EAvE SUPPORT � CB04 81613 51124 (SO) — BOTH ENDS OF BOLT ANGLE 74046. WASHER UNDER BOLT SEE ROOF FIELD SEND TABS TO "s"' CB05 81619 51125 (SD) 2— ��X 2 1/4"H .S . a� ..L . W I!SEN HEPD & 1 UNDEP, FLP.Nn-.C- RP,ACE PURL [N PLAN COMPENSATE FOPS, oc CABLE C4 PENSATE F• GP S,0, BRACE Cf306 81620 53813 (RD) BOLTS 81520 W/ �, ° .� ---------- NUT ) ( MAY BE ON FGR LAP CB07 81620 53813 (RD) •UTS NUT&ENDSOFRBO8TS3 SEE PURLIN P�AN ONE OR Bt7Th# DIMENSIONS �.�� LS SAVE PU N '" SIDES RLI FAGS UPSLOPE 17CE08 91621 83205 (RD) FOR LAP "B" HS EAvE PURLIN FACES DOWNSLOPE / :PRE-ASSEMBLED GIRT ANGLE DIMENSIONS NOTEt FOR BRACE ANGLE LOCATIONS AND PART NUMBERS. '•C" HS EAvE PURLIN FACES UPSLOPE UNIT 67637 REFER TO STRUCTURAL LAYOUT PLANS. DETA IL AT 1DETA IL AT 2 DETAIL AT 3 DETAIL AT , 4 locos DET 180 pg!gg — OET808 2/82 TYPICAL CABLE BRACE CONNECTION DET001 01/87 DET007 01/87 LAP PURLIN AT SAVE '' INTERIOR FRAME AT PURLIN LAP GIRT INTERIOR FRAME A'• EAvE SHOWING FLANGE BRACES SUPPORT ANGLE AND GIRT STRAP NOTE : PURLIN MAY FACE UPSLOPE NOTE NOTE : PUPLIN MAY FACE UPSLOPE GIRT CLIP NOTE : INSTALL PURLIN BRACES BEFORE ROOF PANEL OR DOWNSLOPE . COLUMN ERECTION . PURLIN CLIP 81550 OR DOWNSLOPE . MUST BE INSTALLED PURLIN - UOGIRT CLIP PURLIN BOLTING GIRT TO r �� RAFTER SMF �L 2- 112 X 1 3/4 11 i - 1 /? X 1 3/4 PURLIN � RAFTER H .S . BOLTS 81489 � _ II � H .S . BOLT 81489 N � W/ NUTS S (2) 53734 �� W/ NUT � (2) 53734 c� ' WASHERS PER BOLT .a o J WASHERS PER BOLT C0 a e (FOR PURLIN SPLICE ) 2-# 12 SDS 1r j ( TYP . BOTH ENDS pLn / 2- 112 X 1 3/4 70806 J OF FLANGE BRACE) �- H .S . BOLTS 81489 CD a. W/ NUTS 8 (2) 53734 2- 1 /2 X 1 3/4 w� WASHERS PER BOLT H .S . BOLTS 81489 GIRT EXTENSION ° FLANGE BRACE (MAY � v PURLIN s0. e (FOR PURLIN SPLICE) a W/ NUTS 8 (2) 53734 521 �• BE ON ONE OR BOTH p 0 WASHERS PER BOLT �- II '� SIDES) � w = 2- 1 /2 X 1 3/4 z 0 H S BOLTS 81489 2- 1 /2 X 1 3/4 � PURLIN BRACE "L" D I MEN "L" D I MEN H . NUTS H .S . BOLTS 81489 88021 FOR 5 .4-0" 2- 112 X 1 3/4 SEE ROOF 2- 1 ,/2 X 1 3/4 SEE ROOF W/ NUTS a (2) �� U, BEND TAB DOWN 88121 FOR 2 '-6" H .S . BOLTS 81489 PURLIN PLAN H .S . BOLTS 81489 PURLIN PLAN SEE STRUCTURAL ELEVATION FOR 53734 WASHERS 0C.D Z W/ NUTS 8 ( 1 ) 53734 FLANGE BRACE LOCATION . PER BOLT �.T.�;� 0 z ( TYPICAL ) WASHER (AT PURLIN FOR LRP w/ NUTS 8 ( i ) 53734 FOR LAP m (80TH ENDS) SIDE) PER BOLT PURLIN CLIP DIMENSIONS WASHER (AT PURLIN DIMENSIONS N _ Cn © z SIDE) PER BOLT - PURLIN CLIP NOTE : INSTALL HEADER GIRTS WITH UNPUNCHED LEG E"'� 81550 81549 TOWARD OUTS 'DE OF BUILDING WITH DL- 1 OR -� TW- 100 WALLS . � DETAIL AT S DETAIL AT 6 DETAI AT � L 7 DET366 03/88 DETAIL AT 8 DETO11 09/86 DET3E7 03/88 -PURLIN BRACE AT PURLINS- PURLIN TO FRAME CONNECTION PURLIN TO FRAME CONNECTION DETOS7 06/°G � Q WITH "L" CONCiTION WITH "H" CONDITION GIRTS A GIRT EXT . CONNECTION TO COLUMN W/ FLANGE BRACE SW COLUMN EAvE GIRT .� GIRT C! IP 0 PURLIN NOTE : REFER 'fO ACCOMPANYiNG DETAILS FOR c 74049 - GIRT CLIP PURLIN CONNECTIONS TO FRAME . -� 74048 � SW GIRT M ~- Y t ° 2- 112 X 1 3/4 g FRA 1 i�A PURLIN '- .� �F —RAFTER �� H .S . BOLTS 81489 1 P 2-u12 SDS W/ (2) WASHERS RAFTER---- 14' < m 70806 ' 53734 PER BOLT ttl2 SDS 70806RAKE t2 ERVE GIRT � � �, RR k E GIRT \�� ORDER N . GIRT EXT . 1� o 51521 , NR- 035 BOL� 3 2- �Z X 1 �a S 814F;9 '` ` 3��•' �"� �. BOLTS W/ NUTS 8• - 81489 W/ NUTS a DR{JN. CHCKD. 2- 1 /2 X 1 3/4 / EW GIRT WASHERS 53734 @ WASHER 53734 @ BOTH ENDS OF PUR N XP' H .S . BOLT-, • ' BOTH ENDS OF BOLT R TB H .S . BOLTS 81489 —1 LI EXT . $ 1489 W/ NUT GIRT ANGLE 67637 W/ NUTS BOLTS . CLIP 65116 - OP TE 2-- 5 X 2 � H .S . RAKE GIRT BOL a 31 S20SU W/ NUTS e" NOTE : INSTALL HEADER GIRTS HI I TH UNPUNCI-IED LEG BOLTS 8120 8 WASHER S37S3 @NUT �� NF R.....% s 12101188 TOVIPRD OUTSIDE OF BUILDING WITH DL- 1 OR W/ NUTS 8 WASHERS FND OF BOLT �>' - GIRT ANGLE 3 ti• , ' TW- 100 WALLS . S8753 @ NUT END 67637 - 1-�X 1 / BOLT 81489 4; R vlsluN OF BOLTS . WI H NUT DETAIL A DETA I L (IO DETA I L AT I 1 SHEE T DET 006 ------------------ 1^ �� OE'T016 06/88 07/88 DET029 07/88 rriri�• �0, 1086 E".F.�I ;: ..�.. 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APR1Ij 991 77 7 jyY., fr � ,� «..../ risassen-:xa.wu -r«. fassrv.....�•v.m.a.atar...«.aWoar•.�r�w:r.w+,.rr...w�r.r,vwraaw.:.m.r�i. - ....... — - ,/I/-- _.—ar GIRT CLIP 7404c- POST It BEAM COLUMN NOTE : ................ RAFTER PURLIN EXTENSION PURLIN MAY FACE 8- 3/4 X 2 112 GIRT II CLIP 65116 UPSLOPE OR DOWNSLOPE H .S . BOLTS 59162 SEE STRUCTURAL W/ NUTS II FRAME SECTION �i # 12 SDS 70806 A GIRT CLIP II 74048 2-# 12 SDSII 4- 3/4 X 2 112 H .S ., 70806 — ti BOLTS 8IS21 W/ NUTS V\ — 2- 112 X 1 3/4 AND WASHERS 5381 GIRT EXTENSION H .S . BOLTS 81489 IX13/4 BOLTS 81489 SIS21 W/ NUTS a (2) W NUTS 3/ 1611+ GAP NOTE : A POST I BEAM II II S3734 WASHERS OCCURS APPROX . ENDWALL COLUMN WEB TO ENDWALL COLUMN PER BOLT HALFWAY BETWEEN BE POSITIONED ON UP- 2- 1/2 X 1 3/4 IIS PURLINS SLOPE SIDE OF LONGER UPSLOPE W%SI. BOLTS -?1489 RAFTER SPLICE PLATE . 4UTS RAKE GIRT NOTE : NOTE : INSTALL HEADER GIRTS WITH UNPUNCHED LEG CONDITION MAY OCCUR WHERE RAFTER TO TOWARD OUTSIDE OF BUILDING WITH DL- 1 OR RAFTER SPLICE BOLTS ARE ALL LOCATED TW- 100 WALLS . INSIDE OF THE RAFTER FLANGES . DETAIL AT @ DETAIL AT 13DETAIL AT 4 DETO56 OG/88 DET032 07/88 DET083 03/88 GIRTS A GIRT EXT * CONNECTION SLX RAKE GIRT WITH LAP PURLINS TO COLUMN PURLIN EXTENSIONo BOLTING REQ 'D L GAP POST AND BEAM COLUMN CONNECTION A A (D O Ln ct w 17 W 04 Ljj Z 0 cc OE-1 OZ OZ 0 0z b-d V-4 O < co ORDER NO. W803S DRWN- CHCKO. RTE? DATE 12101183 PEVISION NEE N I V 0 D 2 of- 27 T00Y PEV 7/37as P:E V! 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S TRAP �- 0 E .AV - A I E \ \�•L �� STRAP 6 U ccc6 t GIRT TYPICA_ PUrLlN e ( j •� y� I:� < CSD O _ I L� S { P / \ �( J CL �rA0 CnC7L` � D T A I L rA� � E.n.V 1 . L.- I D O Df OF SlIVIG HQUI=cDJ 6. I — - -- - -- — - - - -- - % I ...:11 2 J '� 4 r"-"D S► =.? I ll CENTER OF EKY �� co I i � 1 iA V { � ( L-,NG ► I -I DI 1�1 i`;Cil7(: U 7' F O R 20' SAYS BAV S ? C I N A - A —' I•tomU TYPIC A • --, .' o 8 FO, , 2 , S � _ �r 1 _ 1 {0,� .., ID�. R1DG_ ) LESS i r -;�1 •� •---�- i b FVI , 2J �. YS ,? AV1DE �.�.CEP I 2. 12 SLOB cC - } . . CN U G 1. j _ O D D G O D11 Q � O • r,G�l';�S 0= S � ?PIi�;(; ► U v D _ * P=C�UIRED • I -1 � 1 I I Br•Y LENGTH ' DIMENSION "DII 10 PRo t, Dh�';r. �. CI I1 ,y sir'+ ` (��'��.^►s U�/� 1 \�� i -0 F G R, 201 P,-^,Y S - _ sll SC C 110N A - ^, THOU I YP1C P ` z Fold 2 > Eats --�— A L �,Y �, oA;c I 11 1 \ 1 (' _ RIDGE ) , VI i- 111 r L ! 1 2. �$ • � � _o � ALL r,=�.,•� �L FU � � S I - f 1 c, 25 E ;YS ' ( ONE SIDE 0 DGE ) 1 , 2 ti'� ID � 5'-7 J11 FOR 25' -; s ; 1 D G T E R a A LL ? 12 S L0 i� -fe' R. 20, lb fib s ; c.r L) TOWI�l + J IA •:S , : ,, ,.,>:, .Ic�1V1_..' i Y��ii;t.x .,�'�! 8Ji .k,:.r +.y:,l} !9-� :�h,. ,.. . ....._. _.._..- - ._..._--- —_.- -_ _ .,� ._.__..._._ _ __. ._._......._ _..........__... _.----,_t _......w►».•- +�IWfIr1Aw- _ .. _ .,- .. _..__......_.,...,. .•ar .-., Ippi3 '•+�k±yn r y r � l � ►; t11 � 1 � 1 I � r �rlr � rlr � 1 � 1 I � I � I � I � I � II1� 1 1 � 1 ' II � t�T�lrY rrllr�`1 � I � i � i � i ilr � l � I � t � t � 1l � I � i � iir III � �ji I � I � I � t 1 � I � i � i I � i � i � r r � r � rli rpr , rlr r � r � r � r t � l � i � t r � : � ilr rlr � r ' rfrir � r � lIr . NOTE : IF THIS MICROFILMED �'r"'�� ( 2 3 4 5 6 7 g S i �- DRAWING IS LESS CLEAR THAN THIS NOT ICE s IT IS DUE TO • '`" THE QUALITY OF THE ORIGINAL �_' ..� DRAWING - - - -- - -- —�-- — �asn '="y' 62 riz lZ 92 SZ tit Ce 22 1Z OZ 61 ®1 III tii sl i►1 cl ZI 11 01 6 9 L 9 S E 2 1 .,,,•- �`" ��I�riirlrrtrlrrrrl;;iil�rirlrrrrlrrrrlr�irlr1111iliililillis��r�ilr��r�ri��l��rrilrrrrliiiiliiiillill�iliiliiii'il�;�Slilllrlifi111�III�IIIIIlilii�iiil�itir�r111�1,1i�I111�llu�illLlilll�Itltltut�UtI�IL111aWlllilrrrr�riiiliiiilii1i111i1�JJJ1.1�l11U1��11��1l,trtllll,;,l�l�tlll APRIL, 1991 Ift i _ . _,r I - EREC"'"10-H SEQUr= [,-jCE- "FOR�, � DETAILS @5 , 06 7 & 8 SEE DRAW114G 3- 1512 IN OP ER TO REDUCE THE POSSIBILITY OF PANEL AT ROOF PANIEL SWAGE , CUT 9" FROM STAR I EDGE OF. �� ) FV" DAMAGE r.IID INJURY TO WORKERS WHEN WALKING �-��-•�••-�.�,a THERMAL SPACER STRIP AND 17 " FROM TIIE SHORT END OF N RE t ERECT EAVE Fl_ASi' I ,1G . !!Hi '� SETTIf!G LAVE FLASHI ;IG 0 E ACTED PANELS , FOLLOW THESE RrECOt-IMENDED If; --------- I -- _ ' IHSI ALL FAS`' AS SHOr,'N IN DETAIL EELOw, " t1DTE: ADJUSTAENTS kUST BE MADE TO ELIMINATE A SxALL PIECE OF FASCIA AT THE HIGH SIDE, RR I DGE CHANNEL- � t;3 FASCIA HAS A ?P.OTECTIYE COATING WHICH MUST 9E I? µGY c c :=0;E INSTAL!_4 ION. � K__ D RUN A 3/B" BEAD OF �\ t \ RED I U3SEALANT 62016 - C \ I ;' 18 SIMS 60935 RUN ONE 3/8" B�;D \ 12" LG';G 2 PER SPLICE \ ` RPD TUBE • APPLY A CONTINUOUS STRIP ��.�- � t SEALANT - a 62016 VERTICALLY / OF TAPE SEALANT ALONG %IE \ i o � `� i � ;14 SDS 72831 UP AND r / CORI'�'ER rt_C)SURE SHE FULL,LENGT, ' SCM. �� • - OVER RIB �i OF THt OF r'A.'icl SLOP -",I►� C0.. 1 Or RED TU�c ��., j� "' 3 PER PANEL E � Y SEALANT �1 � '--AFTER � MAY BE ADGED TO TOP' Gr= TAPE .�- �-AF T ER^RICvE Ci-;r,ri��rl OrIE BE.;D UP AND �`�,� �i =I4' SDS i�x^,31 I SEALANT TO AID IN FOSITIONiNG APPLY SILVER TUBE IS I 'STALLED , FINGER OVEN �^ I ! F 'SCI A. At; t �., RIB . 3 PE.R P��EL TO F0;1 T ION ALTERNATE 1,1i_THrJD Is SEALANT 63152 TO �� b'IPE SEALAi"�T itI T 0 ' F„�CIA AN FASTEN O f D FAS ! EN AT RIGuE CHANNLL p�_ PLACE ALONC FL"•T OF � / � `� o t I ORE INSTALLING RIDGE 2 p" N N ; • - B07TOJd BEFORE nc�lGYlt1 Pi tl:: UP R I 3 �.ilD 6 l 6ACt;IN G PAF SPLICE 528Y7 CHASH_L pE=L PMPER 6:+CKIHG G F R0M T AFE• CR UNDER I � . L '?PLIED Sr'L' IiJ�"ERLOCY. ^ y o OFF PLANT r. L,-. .•,~tiT 1 j �� ! 1 , ' � r a �— t.L. ! -ND pL . •1 \. �,. I Lt �DDITi G;�i,;L T. S_.�t ..,`� I RUtI A 3/e" BEAD 6{ 1 °? SIL�%r3 R IpUrBE�r I /' SE .L.;i;TP.rQUI,•%tD. I c I = OF DE-D T USE SE•ALA,N T OVER TOP . ,.`� 601 E" • Zr ► ) ,"�. SEALANT 6201.6 ----J I 1 ! ' UP A.?� OVER uAL E ;.U`I A 3/011 HAD ctrl I E , C ^ �' x1' / V Q I I R iu AT 3/4" FRO?! — G rill i oc� b I r. � e� END Or P"N'L hoc 01 Fn,�E! Lj if is U 0 ! ;.21 Dr IL 3 AT I ;IGH S1D= FA 1�, 611 LAP STARTING v I � , —�. C CC �0 Yr N `'L fir- `- - JI:r�'.C`11 rnt.1 -1 ; t� L. .�1 t:L L !•1, 2• WITH GUT TER OR EAYc TRIM I1/2" _� � hl T HOU T GUT i ER OR EAYE Tnl;� � 3 'r4 " l PERI Ire 1 r, •+vE ^� 2831 . 1 /2 L , - 14 SDS 7231 - 3 aEP APS J 6 I/2" AT HIGH SID="l" L c, 1! 4 SDS 7 i I � 1i;t.LL �'n Tn T - L c ?:,, PAidEL I 4 i 1 1 I/2" f- IaUSS r:;^:�' • o ^ �' L7 _�La ,�T I , & 'j JOS� 111 I , I Dpi.-: iL p I 0 ,� C � !'2 2S ' - - - - r E N STS�T► G F;;S C!APLATE ► I ALL FASCIA W/ARYY Ir ' 8 �JI 1 ' .° T`::.�;,.�.L OC,• I i =8 S,�S 65U1�- ; 611 ! ! _LS: 60130 NOTE. WI 1 H SAVE I RI)A OR GUTTER ' L". I: . �-r, �� •- ^, . C; r-. ; 1 ! i STA,�R T ` ," A► D r1 r 1 r. _> .' ', I fS 1 . _--� i i , FASCI„ . 3EY0 .D EHD G= CLt1;'IP "CY\I I`IG PLATE TO `- Ek;E CLOSUP-E :9153 P,OvF 1 /11�V P.�',1'iG rr1_AI TI,`C nr L , �, II r : � � ^ ; J 1 11 14 SDS �r2 ^ I 3 PER _ _ a3 � P h I ;E L. ;r 13 SDS E 16,• •.;;:. I I I 0•C. I ' LAY CON T lI�lUOUS STRIP of TAPE SEALAr TAP s__�!s.tIT ,9616 C ►C i OtJ , ALS„ EAS C ,T C" ^C PURLIN ERTEN' 6 _ CARTON 00 r n !T' J CiGO . ^ 1 � S10N 5116 C 1 NOTES ,NG I/E FLASHING. r.f lY L"� �.�GIO l�rt.'i I V�'1 � �� — r • —' c ' 007J� t C. , 1 S`E TES -- - y—SII ,- � � � 1EL-•StE Ilr`GO.F COVERING C'rl;;;" 5 .-5307 RIDG� CriA. NEL DETAP � 1 L..Y CONTINUOUS S' AL;'JT --- _ TAPE 5J060 CARTON ON CR FCR EEsr"%LAt'�( APPLICATICN. -Y--;: I' TLi2 SMS 70806 ^ '-''-"- �� ,� FLASHING C„P 00t� o561S C,^-,;TCN, ALONG R18• 1 f I ° 6703 -- I/24 l� 2 67636 2/IALL CA Q_T -- _i �... C I„- -56, 16-0 LD;1G (�j � � XL_5° 3 *E -12 LOrIG !/ 6 SLOP= 67- 41 FLA�HIl1G C�.P c^ S T ° l Ot'! t l� # ' I SE >.;u0; DET„IL , r;.. . P ..,, - Ir! t .�0 ' LOt; d SLC--._Ft:'R-It.S T�:LL.4T 1Ct T ►S� ~miti _ IC , � — 1 PE, ^ f 6 J ltlS T i?UC , 101,x. 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REVISIONS BY 1 H Mtt-^+•1" It p S'T'A► rt._ G ► I'L_ �T o h"' - -1-Y/ IC_ � '3+TUPfto rte.. V.-A If. c:',,K_ — 1,� M ICTAL. I �� ;I rt_ . rz.i..T C.cy 1 li nE.>�. sT rL�.L_ox �_ _ ____ 1-1 I L , w p.t..L_ T G O L. /�•- f-'1 �.T'T E G A K_L_t;,c'�L.•t � Q I � __ Vs's 1�', G r.l L.1 1�J I,� .►.fro�/+lC, ( 1p tp T �g T I rJ Caf ` L 1 ` 4 h - \.N IE L. w z SIR ,. z U) - _ I� l_AY rt..• i t"---t - - N N �� I sem. 5 �- `* p• I`I X ' ' 2,. -L..A`'f E Mcp !1 ___r_. I= ._-_.L__:: t 1 ti 1�O I� %q-, = ( - O I G��f ('�SU�-t 6 P, �. .�..� {, .� I _ W = C� -re- - - s G►�f P N�.� til l t�c�. __� �� }��. l F.A+G �b ,� '1 2, s� 1 2 .!c:>1 t_) ; Z � LY w�I L> ;;s I� _ _ 0 p W 2 031...0 G.M�1 tv(a,? Z O ar ' f < 40, . , f G C.c:, ti,l T Gen. t'jc- . , � � 1 Li IIZ.. . I;L�a►"'t'�.ice' lt.,�'R•\T , !! —T�� /--- G 4 t"`llr...�3�A It. w,��.L_`a 'i j , i ."•' > UP- TCS -Ve -r-e m E:s-k l•�Y r. �.�, G x I L I ►,x,,� C.U ti C.. - v ' N, ,�'/, ��! � Irl.o� T. �V sl•�. �� t 'SL_A ICS 4.01 �, � I h-1 T ',z. 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UI F m OF StMEETs t_ �1'I'i�ll+'11+iI'+'I'I'I'+'I'tl,'1lIIt1I11111tIj It11111I1I+IIIlIl1111 n(111JIIIrI�+�Ilri+i+111 ,1+111111111+1111I1111111I1111111111111t1III11111IIt111IlI1tIIItII�ttllltllltl111111111111'1+11111 _ • NOTE: IF THIS MICROFILMED --I---�• 2 3 4 15 0 7 18 9 1 t I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY Of- rHE ORIGINAL DRAWING. - - ------ i' OE 6Z 8Z a 9Z SZ 1Z EZ ZZ IZ OZ 61 91 LI 91 c{i b1 E1 ZI 11 01 6 9 L 9 S b � Z 13141 w • , {111 111111111 11111111fI111111NII1f1111I1111nIIIluIn,11u111111111�1�i1111111111MIIIn111uuluuluu1n111nuIn�111u1111nIu1�I�I�IIn111uII1u114mIni111u111n11nullfitif;��iullullul1�1u111�ll1un111111n11111nlunlunhwll�liJ�1�I11°:;;i1(�1lIIIllnul+u►{71�u1n 1 APRIL 111991 t� ,, i w ' r` REVISIONS 0Y Q5 4 p G �A� P IL w-'R 1 N I tw M IL=0 M C T h L. I 1 n.1 G+ -. i�'`fit..C P' 1►.a 1`:�1-i P e•� T A t.. 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Alw— ,. �I+II11)11+I+1111111111111111111111111111111111111111 1f1rlllrrl[lfil111�11+t11tj111I1111+1 I+I+I+I+�+I�I11+I+l1�111�+1+1+1+)+1+�"1+�+I+I+Ir�+Irl+l+tri+lrl+�i�rl+�r�r�+l++tlilrlrl��rlrlrf+ �r • NOTE: I F Tii IS MICROFILMED -- 1 2 3 4 5 7 8 A I 1 I 12 ; DRAWING IS LESS CLEAR THAN ' f THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. -- --— ------ - --- - of 62 9z cz 9z S.z 1rz Ez tZ iz OZ 61 91 J. 91 91 i►t EI zl 11 o 6 9 c R � b E .� '� �ri11+II+Irrrrlru+Irnrliiiilnlrlrrrrlinrlrn+hlll�lllli+ur�uuhnrhurlurr�u+lllul+IIIIIuflNuI1N11�ufll+o+lnl+luNI1N�I111J��InI1N1�IIIIINfI�nlfI1n11nI111ufI�n1�IN1�nul1ln�1u1111u�1u11llNl�+ulu+Il+nlluu�NN11WIHWIUlIIu1�Uu�ll�llu�llullulllWlin � � ---- APRIL 1 � 1991. i 1 1 LIVE GOADS ! ROOF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF MINIMUM ROOF SNOW LOAD (SNOW CONCRETE REINFORCING NTEEL (/7 BUILD-UP LOADING AS PER SEAO, SEAW 1 . ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U. B. C. ZI S14OW IOAD ANALYSIS) STANDARDS NO. 26-4 AND ASTM A-615 GRADE 60. FLOOR PARTITION ALLOWANCE. . . . . . . . . 20 PSF 2 . ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL WIND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U. B. C. 80 MPH I.XPOSURE "B" CONFORM TO U. B. C. STANDARD N0. 26-8 . f SEISMIC. . . . . . . . . . . . . . . . . . . . . . . . . . . U. B. C. ZONE II 1985 EDITION 3 . REINFORCING (MINIMUM UNLESS OTHERWISE SHOWN ON PLANS) 4 ; A. PLACE 2-#5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ' N = 1 . 0 ENDS OF ALL FOUNDATIONS AND WALLS . I = 1 . 00 B. PLACE 2 ' -0" X 2 ' -0" BARS AT CORNERS AND INTERSECTIONS FOR CS = 0. 14 WALLS AND FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL STRU 'U4_ NOTES REINFORCING. GENFL C. PLACE 2-#5 X OPENING DIMENSIONS PLUS 4 ' -0" EACH SIDE OF ALI, OPENINGS tttl--- AND 2-#5 X 4 '-0" DIAGONAL BARS AT EACH CORNER OF ALL 1 . IJ14LESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS SLAB OPENINGS GREATER THAN 1 ' -6" IN DIMENSION. CITED HEREIN SHALL CONFORM TO THE MOST RECENTLY ADOF'T1=;D 4 . ALIS WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFLCATION A-_85 SPECIFICA'T'ION OR CODE. THESF STRUCTURAL NOTES ARE TO BE USED AS A AND U. B. C. STANDARDS NO. 26-6, , I SUPPLEMENT TO THE SPECIFICATIONS.VERIJNS, A. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAID IN FLAT SHEETS AND ' I 2 . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS . 3 . SHOP DRAWINGS SHALL BE REQUIRED ON REINFORC-, NG STEEL, STRUCTURAL, SHALL BE CHAIRED TO PROPER POSITION IN SLABS . LAP ONE FULL STEEL AND SHALL BE REVIEWED PRIOR TO FABRICATION. UNLESS STATED MESH PLUS 2" ON SIDES AND ENDS. OTHERWISE IN THE SPECIFICATIONS, SUBMIT I PRINT AND 1 OZALID STRUCTURAL.STEEL AND MISCELANEOUS_ .IRON (SEPIA) REPRODUCIBLE FOR APPROVAL OR CORRECTIONS . 1 . STRUCTURALSTEEL SHALT, CONFORM TO ASTM A-36 , 4 . THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WINO, LATERAL EARTH, OR EARTHQUAKE 2 . ALL FABRICATION , ERECTION, IUEN'TIFICATION AND PAINTINGEARTHQUAKE FORCES UNTIL THE ROOF AND WALL UNITS HAVE BEEN OF PERMANENTLY ATTACHED THERETO. S'i.^,�T�:'I'URAL STEEL SHALT, CONFORM TO AISC SPECI.=ICATIONS AND U. B. C.5 . ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME STANDARDS NO. 27-2 .3 . ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO ......._1. REVIEW BY THE ARCHITECT AND ENGINEER. A. ALL WELDERS SHALL BE CERTIFIED UNDER AWS SPECIFICATIONS . _ 6 . ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE B. WELDS SHALL, BE MADE WITH E70 SERIES ELECTRODES UNLESS l_ APPLIED, PLACED, ERECTED OR INSTALLED IN S`T'RICT ACCORDANCE WITH OTHERWISE NOTED. � THE MANUFACTURER'S INSTRUCTIONS . C. WELD TESTING AND INSPECTION SHALL CO,'!FJRM TO THE MINIMUM REQUIREMENT'S OF THE U. B. C. , SECTION 306 . Ld 4 . ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS -7► SITE PREPARATION UNLESS SHOWN ON PLANS. MACHINE BOLTS SHALL CONFORM TO ASTM A-307 - J F-� PREROLL THE AREA WITHIN BUILDING AREA AND 5' -0" MINIMUM AROUND THE GRADE A. DRILLED-IN ANCHORS SHALL " " BUILDING WITH A HEAVY VIBRATORY ROLLER MAKING AT LEAST 3 PASSES OVER BE PARRBOLT BY USM, INC. , MOLLY THE ENTIRE AREA. ANY AREAS WHICH EXHIBIT EXCESSIVE WEAVING OR FASTENER DIVISION, OR APPROVED. DEFLECTION UNDER THE WEIGHT OF THE ROLLER SHALL BE OVER EXCAVATED AS 6 • ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 , GRADE A. - f-Y NECESSARY TO REMOVE ANY U14DESIRABLE SOILS IN THE AREA AND BACKFILLED `Z WITH CLEAN, WELL GRADED SAND OR SAND AND GRAVEL MATERIAL. LIGHT' GAGE STEEL_ FAMING - 1 . STEEL TO B E: A. ASTM A-446 GRADE D (Fy = 50 KSI) FOR 16 GAG? AND HEAVIER. B. ASTM A-446 GRADE A (Fy = 3� KFI) FOR 18 GAC'E AND LIGHTER. 2 . ALL FABRICATION, ERECTION, AND IDENTIFICA'T'ION 0 - LIGHT GAGE STEEL WI FRAMING SHALL CONFORM TO UBC STANDARD 27-9 AND AISI SPECIFICATIONS . 1. STRUCTURAL FILL OR BACKFILL 3 . FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS . n/ p.LL FILL AND BACKFILL PLACED IN THE BUILDING AREA AND BENEATH PAVED 4 . FASTENING OF COMPONENTS SHALL BE WITH WELDING. r SURFACES SHALL BE DENSELY COMPACTED. SUCH FILLING AND BACKFTLLING A. ALL WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH $HALL BE ACCOMPLISHED AFTER REMOVING ALL VEGETATION, PUBBISH, EXISTING F� FILL, AND STRIPPING ALL, TOPSOIL 6" MINIMUM AND PREROLLING WITHIN THE OF THE CONNECTION. ( ) B. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS . I C� BUILDING AND PARKING AREAS OR FOLLOWING OVF.REXCAVATION IN FOOTING Cr I C. ALL AWELDERS SHALL BE CERTIFIED FOR LIGHT GAGE STEEL UNDER AWS AREAS . IF OLD FILL, OR SOFT NATURAL SUBGRADE MATERIALS ARE: SPECIFICATIJNS . ENCOUNTFRED, OVEREXCAVATE AND REPLACE WITH COMPACTED FILL. ALL - - STRUCTU'tAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING EIGHT C H INCHES IN THICKNESS AND COMPACTED TO A DENSITY OF' AT LEAST 95 PERCENT r`) OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 . THE ADEQUACY OF � �- THE FIELD COMPACT_TON SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS . STRUCTURAL FILL SHALL, CONSIST OF A SAND AND GRAVEL MIXTURE OR CRUSHED L = ROCK, WELL GRADED FROM COARSE-TO-FINE WITH LESS THAN 10-PERCENT BY - J WEIGHT OF THE MINUS 3/4" FRACTION PASSING THE #200 SIEVE, AND SHALL BE - FREE OF ORGANICS , RUBBISH, CLAY BALLS, AND ROCKS LARGER THAN 4-INCHES . 5 . STEEL STUDS OR JOISTS SHALL BE 'C' STUDS OR JOISTS WITH STIFFENED COMPACTION WITHIN 5-FEET OF WALLS SHALL BE DONE WITH LIGHTWEIGHT, BAND LIPS AS MANUFACTURED BY INRYCO/MILCOR, STUDCO OR APPROVED. SIZE ' HELD EQUIPMENT. EXERCISE CARE SO THAT WALLS ARE NOT DISPLACED OR AND GAGE AS NOTED ON DRAWINGS . CRACKED. 6. PROVIDE ALL ArrFSSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB S'T'IFFENERS, ANCHORS, FASTENING DEVICES ANDp�:,�, OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. /< '��' L" 1 � FOOUNDATIONS 1 . FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE 7 . END BLOCKING SHALL BE; PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE OF 2000 PSF. RESTRAINED FROM ROTATION. 2 . FOUNDATION ELEVATIONS SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE 8 . ,' JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS UNLESS BASIC BID ELEVATIONS. OTHERWISE NOTED. 3 . ALL FOOTING SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL OR 9 . SPLICES IN AXIALI. Y LOADED STUDS SHALL NOT BE PERMITTED. �. ` •.' ; I ON ENGINEERED FILL CCMPACTED TO MI14IMUM OF' 95% OF THE ASTM D-1551 10 . STUDS SHALL BE SECURELY ATTACHED TO FLANGES OF BOTH U?PER AND - DE,NSITY. LOWER PUNNERS . 4 . ALL FOOTINGS SHALL BE FOUNDED ON ENGINEERED GRANULAR FILL 1 FT. IN DEPTH AND FOOTING PLUS 1 FT. IN WIDTH. MASONRY 5 . ALL FOOTINGS SHALL BE A MINIMUM OF 1 ' •-6" BELOW FINAL GRADES OR 1'- 1 . ALL HOLLOW CONCRETE MASONRY U%11TS SHALL BE H..LF SAND PLUS HALF �. 0" BELOW EXISTING GRADE, WHICHEVER IS LOWER. PUMICE GRADE N, 1000 PSI ON THE GROSS SECTION, 2-CELL UNITS 6. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING CONFORMING TO ASTM C90 AND U. B. C. STANDARDS NO. 24-4 , MAXIMUM EXCAVATION TO NEAT LINES. MOISTURE CONTENT 25% . 7 . BOTTOM OF FJOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT ALL MASONRY SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH, r- cD 1'-0" VERTICIL TO 2' -0" HORIZONTAL F'm OF 1500 PSI AND SHALL BE VERIFIED BY TESTING ACCORDING TO' ��% N C N 8. THE FOUNDATION INVESTIGATION REPORT SHOWING LOGS OF BORINGS AND U.B.C. REQUIREMENTS. OTHER PERTINENT DATA IS AVAILABLE AT THE ARCHITECT'S OFFICE FOR A. ONE MORTAR "PEST ONE GROUT TEST AND THREE (3) PRISM TESTS W 00LLJ INSPECTION BY ALL QUALIFIED BIDDERS . SHALL BE TAKEN BY AN INDEPENDENT TESTING COMPANY FOR EACH 00 5000 ;;Q. FT. OF WALL AREA WITH A MINIMUM OF THREE (3) TESTS N N CONCRET gAST7I.N7PLACE PER TI PE. CD I . ALL CONC_2ETE SHALL DEVELOP A MINIMUM 28 DAY LABGRATORY CURED R. FOR TESTING REQUIREMENTS SEE SPECIFICATIONS. ) c� COMPRESSIVE CYLINDER STRENGTH OF 2'500 P.S . I . FOR FOUNDATIONS 2 . GROUT FOR ALL REINFORCED BRICK AND HOLLOW UNIT MASONRY WALLS SHALL W = 2500 P.S. I . FOR INTERIOR SLABS-ON-GRADE B.? 3/8" AGGREGATE CONCRETE WITH A 28 DAY STRENGTH OF 2500 PSI WITH 2 . A MINIMUM OF FOUR (4 ) CONCRETE `PEST CYLINDERS SHALL BE PROVIDED INTRUSION AID ADMIXTURE EXPANDER APPLIED 4 OUNCES PER SACK OF � FOR EACH 100 CU. YARDS OF EACH CONCRETE STRENGTH. CYLINDERS SHALL CEMENT. SLUMP SHALL BE 7 TO 8 INCHES . 043 BE TESTED AS FOLLOWS: 1 @ 7 DAYS ; 2 @ 28 DAYS AND 1 SITE CURED 3 . ALL MORTAR FOR REINFORCED MASONRY SHALL CONFORM TO U. B. C. I"" M to CYLINDER PRIOR TO REMOVAL OF FORMS FOR SIABS AND BEAMS- STANDARDS NO. 24-20, TYPE "S" 1800 PSI COMPRESSIVE STRENGTH AT 28 3 . CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM DAYS WITH THE FOLLOWING PROPORTIONS BY VOLUME: SPECIFICATIONS . CEMENT - 1 PART C") J M 4 . CONCRETE, FORMS MIXING, PLACING AND CURING SHALL CONFORM TO ACI LIME - 3/4 PART MAXIMUM 00 to MANUAL OF CONCRETE PRACTICE, AND ITS SPECIFICATIONS . SAND - 4 PARTS MAXIMUM , 4 . ALL MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY 1 , CD ACCURATE MEASUREMENT. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. 04 5. SPECIAL INSPEC'T'ION WILL BE PAID FOR AND PROVIDED BY THE OWNER FOR THIS STRUCTURE. 6 . ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO ALL PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. (� E ouU 0 L; SCALE i DRAWING Nn, S SHEET Nr. S - 1 All i I I I I 7""r 11I►III 1'II1I1I 11I 11!1iI1I1I1I1I1(111IIII I1I1I1I1I1111I1I1I1II I ! I I lY :. .. ,., 1 1 �II' il' I III III III 1IIIIIIII � IIIIIIIIII ( III � IIIIIIIII ) � 11 NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 _ e _ 9 10 II 12 j DRAWING IS LESS CLEAR THAN THIS NO'.ICE, IT IS DILE TO THF QI;ALITY OF THE ORIGINAL- DRAWING. OE 6Z 8Z LZ AZ SZ 1Z !;Z ZZ IZ 02 6; BI LI 91 51 til EI ZI ' 1 01 6 0 L 9 9 ti E"' Z - ��lIIU1l�uulunlnlllnuln1111u1111uIIIIII111tI11Nlnu�uuluu1711l1111�I1111111N1111IIIIIIIII(!)IIIIIIl1lII1�11111111111I�IIIIII�III11111111'lI1Mlltill";iII111I11;111111111:l;illiiiiiiilllllllll�Willlll�ll11I11nIImIIn111111II111I1WIHlI�U�Illlllillhwlllllll)ILIIIIIIIIWIII y y APRIL, i " . i 1991 152'-8' MARK FTG, SIZE REINFORCING - - - ---. -- ---- _ --- --_--- .__ ----- - - - -- -------------- _- _- --- ---.. _-----_ ---------- --------_ ----- - � 3'--0' S Q, x 1'-4' 4- #5 EA, WAY NOTD, 1'-4" 25'-0' 25'-0' 25'-0` 25'-0' 25'-0' 25'-0' I 1'-4' WILE FLANGE BEARING PLATE TO BE ON - - -- ,� -- ,�- ----__--- -- - - --- _ - _ _- -- __- --- ------ -- 2 S'-0' S Q x '- i 1 4 5- #5 EA, WAY TDP OF -0f 10'-0' 221-6' 58'-90 O FLOOR SLAB OR ON TOP OF Z ___-- -D3 2'-6• x 3'-6• x - �_ � FOOTING, 4T CONTRACTORS OPTION, C7 3 _18`02#- ,_ 2'-0' �;�_n 0'-10' 4 #5 x 3'-0' EA, WAY - - SIM, �' S I -2 2 Q I _1Q'-Q' 5'�-0 10 - cn CO '� -2 4 4'-0' SQ: x 1'-4' 5- #4 x 3'-6' EA, WAY EJ11 LD c [�� •� ku ->� #5 x CONT W/5- #5 x SLI cu - I� , r � I � I , - _ I I - 50 o -� 2 L— ✓ 2 -� _, 1'-4# 1'-6' @ 12' 0.C. i 2 ,M 1 6 1 o 12• c� ! • I L J O 3 iIn — - - -- - - --- w - 40 8" CMU WALL 3- -----___- _ � f'M = 150 0 p S �`, 1' DEEP x 1/4' 8` CMU 2- #4 x �,- WIDE SAW CUT -2 BASE ft. 1 x 6 x 1 2 W/2- 1 >/4 #5 @ 16' D.C. 40'-0' TYP, '� JT, OR ZIP STRIP I TYP, �- .� `��, � �--- I \ / VERT, • I I �--' / TOW 2000 0 �,.B, �0 1 75 I 2 'o -#5 @ 16' ,O,C, ! I #5 @ 16' 0,C, 2- #S x TDF 18 - 1�-2N 2- #4 x --- Icy 40 �D ,.. CONT, TYP 18 cv) �N L cu 0 - r _ 4 4 5' SLAB W/ #3 @ I ' --- - I• O TOW 2000 I o . . .oe'•�•:%• o - -2 16 D,C, EA, WAY - I I 1 •��• �. . o I III •.. .o • (Y � RIM @ � 0F SLAB TOF 16 75 I 1 -2 ,i 4- #S x '- ' o, 4' GRAVEL I o - S I I o 3 0 M �� _j 2' SAND----a _.� l� 1 ¢ 11 I cu EA, W��Y 3'- Fes' 1,_4. 2- #4 x r- L - -- -- __-- -- _ -2 3 I -- - 2- #4 x CONT, CONT, F r� 12 1 - - TOW 2000 ~ i ---- ----- 1 SECTION 2 SECTION -2 1 TYP, - Z TDF 1475 j d- S-2 3/4' = i' -�` S-2 3/4' = 1'-0' Q 01 I - 22 O -2 72 [ / C7 O 00 02 , r - O r- -, 2 r- -, 2 r - -, i I 1 � 2x6 @ 24' 0.C, 5 @ 16 D,C, x 3 0 --- -L-I- -_ - p - - -- - - - -- -- - - - - - - - - - - ---- -- _ I CLI I - -- -- 2x6 IR x CONT, . 2- #4 TOP _ Lt1 5" 2 � _ _ _ _ - - - - -� - - - -- 2 I 110'-0' OOH . . S -- - 2 TOW 2 050 I �+` ------�`--- T D W 2 0. 5/8#0 I I ,_ ,-•� L _ . I _ 1 A,B, @ -- #4 @ 12 x 5 9 U N S _ •- S_ _2 - -- - - - - a l- - - -� 13 _2 0 I TOW 1475 48' D.C. cm ---- Q Z -1 7/8'0 U BOLT _ SIM, -2 SIM, ! 1 _ 2Q'-4'---- - �.'h I 2 c� IJO I ---- 3� ¢ 11/ - #4 @ 12' HO R I Z, W S W/ 2� 2' PROJECTION 30 -0 81'-0" I 9 2 = -I y.� LA �_ _ C L R, I!- #4 @ 12' x 2'-9'4!'� ..• o c IIIF' ❑ UNDATI ❑ N P N L � 7 I TOW 1675. 2' SAND cu o _ I o . .� 2" - - _- 2 1 TOF 14 75 I SAND M _ Iil 4' GRAVEL - TS 4x4x /16 L 1 = 10 -0 3 2,_0. I I n `� , 2`-'4� W/ BASE R 1/2 x - I \� �� 18' 'p 1 CGL --1,r�r I I �'" 8 x 0'-8' r BASE f� 1 x 6� x r - 1�_4. r L J � v - #44 x 1RA6 EL �, MIN � .•�,;` EASE i x I I W/4- 5/8 ,V 1 2 W/2 1 V �� 8 CMU 2,�0. __ @ - - I . 6 x A,p, x • A.B. _ L - 12 O,C, 1'-2' W/ 2- 7/8'f� NDN-SHRINK -_ - - I I � 2- #5 x - � 2 0X2 0 CDN#4 x. �- r g` � 1�_0� 3� ' �� . HIGH STRENGTH I 1 ;-, 5'-0' x5 BLKOUT, 5- #4 1 7 _ _-_ CLR, f x CONT, GROUT I I 0-3• —1 I #5 @ 16' D.C. #4 @ 12' x I I �8 V_ SECTION 2- #5 �x CONT - x ` � S ECTI ❑ N 1 -S W/ 4 SPLICE I ISJ -01 S-2 3/4' 2' SAND-_,- g':0 _ --T--- u� _ - In 0,_9 - ••�. .• pe).0 • �- I o f PROPERTY 1 • . 6 4 GRAVEL -- - - �, �� ---�- LINE --� -- - - VARIES 6' TO .' ,• cq co C� --,�- I � � CN _ � i \�\ I __. TOP OF WALL = 20'--0' LIJw � � � _j W = 00 3'-0' SQ, M u 5- #5 EA. WAY 3" I _j - _ - � z N _.. - ,r CLR u I II =1 - #5 @ 12 D,c:, 41-0# SQ, I E A, WAY . _ __-.__ --- _... I 1/2' - W ,w Z LO _ - S- #4 x 2 -E� ---------- --------- - � CLR ,-' 2,_9. � S CTI ❑ N E A, WAY o - - -- - - ;~- ----- --- #4 @ 12" CD 4 SECTI ❑ N S SEC IDN 1 FEND WALL _ I I HDRIZ, z 3 S_2 3/4' = 1'-0' S-'2 = m 3/4' - 1'-0' S-2 3/4' = '_ n� I COLUMN @ c III.I J m --,- i 0 3- #3 @ - - - '-10' I WEST END ire I c� : TRIPLE TIES-- -- Z' D.C. TOP TOW 20'-0' (_____ 2 -- I W 1 a, _ I ¢ 4- #4 x CONT, TOP & BOTT, i�-1' 8'__�r & BOTT, - - - - - - �- -- _ - - - - - �� c� v ca 10 i _ _ 1 _2 ` >• o ------ - -1 - 2- 1�4 A,B, - -- - L , - #4 @ 121 x 2'-4, cam, S ,- • 'IL 1�'2' I IiII `i' _T_ xl 4 J 1 I _ 3'-6• TOF_16,_0. CLR �--1 #4 @ 12' �„� #4 8- # VERT �- 3' _ - - - I o 0'_10' @ 4 I I o ! I x ,- -#4 @ 12' HCl R I Z, 8_ #5 - - -� _ __�-- 1 #3-@ 4' x T - N. - Qa VERT. x E Qa 3' CI_R, o - IiII / �- i i 6- #5 x- - --- 2- 12'0 A,B, _ _ . _� - -- 3'-�' _ „ ! III LO % I q — x o In - V) c� J #4 @ 12' x 2'-9' - -- - c.� III -- 1 C3 i, L / --- - _ ______ -. �, q '•-11' TO OUTSIDE S►- Q) V) �..� • I ,�� w 3• La, FACE DR BLDG, (� ,Q 5- #4 x CONT, ¢ ,y � 5- #5 x2,_9" �� --- I I 10 i CONCRETE _- � \ I - • I / -- TOF 14;-9', 16'-9' �' 1 � SECTIEIN �� 1 18" MIN, -- - - -- - - i -- --- i #3 @ 4' x--' & 181-91 i _0 � 2 3 1989 ' I 4- #5 x 3'-0'-- 4 - SCALE _ ' 3-#4x 3' CLR, 3' CLR,._... .� - �,#� ,t� ,�'° -- --� - -1 -� -- -- -8 1 -0 41-00 4- #5 x 2'-0' x �0, ,T. CONTRACTOR TO VERIFY AND CHECK oL. �- 8SECTION SECTI ❑ N 1 SECTI ❑ NSECTIONr DIMENSIONS AND ELEVATIONS WITH ;HEFT__ 11 1 � SECTI ❑ N - ARCHITECTURAL DRAWINCS. � S-2 3/4' = 1'-0' S-2 3/4' = 1'-0' S-2 3/4• = 1'-0• � 3 • _ S_2 3 , - a ---- PERMIT NO. 882.453 S - 2 24 Cly' .27 •, w y..rvV ti �11111i11111I1 IIIl1I1 1111111 1111111 1111111 1111111 1111111 111111~, 1111111 1111111 III 11111 '111 llr r')1 III III 111 III 111!;11 ' I •!I 111 III III IIS tIl III III +II III 111 1�1 111 ' - - , I I I 1 1 1 1 1 ( 1 1 1 1 1 1 1 ) 1 1 1 1 1 1 1 1 1 1 r PIOTE: i THIS MICROFILMED I - 2 . . 4+a_ 5 d 7 - e - `� Ir0 I I It t DRAWING Ib LESS CLEAR THAN ' THIS ,JOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, pE 62 02 12 92 SZ t2 E2 22 I? 02 61 81 LI 91 til bl EI ZI 11 01 6 9 t 9-- S b E 2 I'''i'" SNI 111111111 I11lIIIIIIIIIIIIIIIIIII1111111111111111111NI111111111111IIItiINI11I1�11III1111111111111111J�1111111u11rII1nIIli111nI�II Jlnnf�ullul�lln11iu111nnllwllull111111ulluulu111111�111�1111111111111111u11111i111111ll111i�111111uuli1t11!!ll1ll11111111n1p1,'b111 � � APRIL 111991 1 J:µ t� 35'-0' 18'-8 1/2' 16'-3 16'-0' 8 V) -4 SIM _Q V) ; 6 1 `3x• 7 5/8'0 PARABOLT @ TYP 1--� I 2'-0' O,C, (TYP) L2x8 DFL NO, 2 @ I _ 6x8 1113' [],C, - -_�— -- 160 7 4 -4 TYP TYP I _ _.- 6x8 6 x 8 -- -- -.. _. - - - - - Jl_ _ 6x8-- -- ----- -- 6x8 _ _ --_ _ -_- _ __ --- -- ------ --. -- - ---- _ or) OD 00 OD C] x x x ---- - --- --- Cl � 1 D l�1 e-4 /'to T,S, 4x4x 3/16x REVD. (TYP) I �C.' �� TYP ..JLy 2�C" OD x _ I-- 2 TYP ,,rL p• 6 LJ Lo ! - X �k�, s- --_ --- - _ - ___-- - -- I SIM I o z -4 oxo / 2 , U N I 1 -4 00 Q 7_ 00 6x8 ti 5 Zk 000 b O�' � `LX TYP 94 6 x 8 /l 10 ' 11 rL 5 6 a0 cZI -4 2 x 2, /q"� q C � ti 00 -� w rn 10 04 -- _- -.___�_ ____._._--_____-. N 1� �� z � ca Q `-4 8 6 5 c I SIM TYP CD -5 I z 3 CN 6x8 I m to 6x8 ----- - 6 x 8 6 x 8 -- --- --- ---- --..-.__-�---x g = 1 ch 1 6 � v TYP - b �+ TYP 4 X _ I 2 - IM 1 Ou - kb' D S N 17/ f6• ,� \\ c' 6x8 _ • 2 8 6 r� e �, co + -4 - 16' O x SIM 136 3x8 LEDGER W/ 5/8'4 ,� • I SIM TYP ,C SIM PARABOLTS @ 2'-0' O.C. SIM � � � � V 93'-10' SCALE CONTRACTOR TO VERIFY AND CHECK ALL WAVING NM DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS, SHEET NO. PERMIT NO. 882457- _ S - 3 + 25 OF ^? ;��.. ,...,r►Irlwrrlrl,.-.--.... - .a...,, .M,,....:,.. :.»Inwl ,. .. ._ . .., . ,,.,`., w �,....... _b ....M _. . .._w....,,,.. .. ,.. .., _. .._.. ,,,_ ,. . - .._ , ,t ` I II/IIII IIIA 1 1 111 I I I�I I I III I { III I I ISI 1 1 III I I II 1 1 Irl 1 1 III I I II 1 1 III I I III I I III 1 1 I�I 1 1 II111 VIII 1 VIII 1 1 III 1 1 III 1 1 III 1 111 1 1 111��' '--- ` a - r` fill I III 111 I { � III III 111 Ilf► Illlill III�11 III III 111 . 11 t II ill III III II I11 � ~ NOTA=.: IF THIS MICROFILMED —�-.R 2 3 4 5 6 ? - 8 9 IIS I I ___ 12 ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT !S DUE TO THE QkIALITY OF THE ORIGINAL r' DRAWING). OE 62 62 tZ SZ SZ 10 EZ ZZ IZ OZ 61 81 LI— 91 - SI b1 EI ZI 11 01 6 9 L 9 S b E Z I"' '" ►IIIIIIIlIIIIIIIIItIUlluntultl!i11t1111lullllullllNlllolllultullflllltlliil/lllllllllllllllllllbUllulllU111N1IIIIIlIIIII IIIIIIIJIIIIIIIIIIIIIII�lIIIInIIII111II1111Uullilt)III pili, ' ,IIIIIII�Iu1IlWlullll111lIIIIIIIIIIIIUInllll�(1111fl111Wlul�lull,talUI1111IIIl1�IW111 � APRIL 111991 �, 35 -0• co � 2x6 STUD - - ' 7 5%8x25 '2' G,L, - 518x25%2' G.L, - SI,HPS01J ST6224 @ 24' O.C. 44" PLYWOOD 0 S- TYP r 2x6 PLATE - SJBFL00R - - - -A --- L t I 2x12 JOIST ry' 2 I SEE PLANS S-5 _ TYP --- y - - 7 DPL, 2x6 -- _ -- -- - 1/4'x 8'x -- �' l/4'x 8'x a -- 0'-10' EA. 1'-6' EA. - -- PLATE SIDE W/1- �.. - SIDE W/ I ��' - - �'4xG, 11_ f� �'4xG,L. WIDTH SIMPSON H1 MIB, -- - I� L, WIDTH 1 M,B, <� 1/2 PLY- 110 ;, 4• + 1/4' x 0'-10' 4•� II + � '4x W-10, WOOD --- 2x6 STUD @ 24' y, - - --* - _ SHEA'T'HING O.C, TYP - P.T. 2x6 PLATE W/ 5/8'� 4 - A.B. @ 3'-0' D.C. ' _ EA, _ LL _ - _ , 3- S- \ � I � T4 V EA, j � I � Tj4 __.—.--- - -- ------- - - � -0 TYP s' TYP SIDErLL � ` SIDE V - - --- - - -- ---- --- - — --- -- - 6x8 6x8 -- - ---- - - - ---- --- - ---- 74 -T,S, 4x4x 3/16 �4 -T.S, 4x4x 3/16 -� --- ------- --- ----- -_ x R E Q'D, x R E Q'D, x 2 N z SECTION 3 SECTI ❑ N x x S_ 1 SECII ❑ ___ 1 1 _06S- 4 '' 1'-0' 1' 1'-0• lel - - ---- -- �-- cy- 1 4 3 H 4 �4 S 'S_ -3x85 5 TYP 3x8 LEDGER W/ H TYP I , 8 9 PARABOLTS � � E- --- 2x12 JOIST —� 44 SUPLYWOOD SUBFLOOROOD - /8'9 @ 2'-0 ❑ C. � SIMPSON H1 (TYP)ao (SEE PLAN BFLOOR ?T ( .L1 x FOR SPC,) j /-DBL 2x6 PLATE -ill-01 11'-0'- ---- 2x6 CRIPPLE zz JL cy_ (WHERE REQ'D) I ` i' t� z x ao 6-16d - JBL 2x12 --� -- 2x12 JDIST (SEE PLAN �� 3 `O x \� - JOIST (SEE FOR SPC,) 2x12 OR 2x8(SIM' - i I U N 7 �o S-4 S- PLAN FOR � _ JOIST SEE PLAN I Z TYP TYP _-- i-_ - - SPC,) �� - -� SIMPSON U210 FOR SPC, I �.,\\ L 5�8x25� 2 G,L, _- -- --- ---- - -- - �--------- ----- -----__._ ------ — 2x6 STUDS -- � SIMPSON - . ._� I i - - WALL U ON U210 @ 24' ❑,C. - _ -- 6x8 HEADER U210-2 SS M)S SIMPSON 1262<2x8> _ o oo I 3 x TYP, _ - _ f "'- °x° .� e 9 2x6 STUD @ HEADER 1500 PSI (� � ti . L..._.._ 0c) 0D <L 0c) — - T�� TYP, 4 SECTTON _SECTI ❑ _ SECTI ❑ N S-4 1' = 1'-09 � S-1� 1' = 1'-0' ` �— � 1` = 1'-00 &-5 6x8 YP 00 x k4'0 BOLT W/ TY '-� STUDS � - WASHERS @ EA, GIRT � o � 2x6 STUDS ---� c N @ 24" D.C. — STEEL GIRT -- - 11'' -�)• � TYP, "`"_�- w ao X (BY OTHERS) , 6x8 7 �' 000 `° 2x6 PLATE fir-- 3/4' PLYWOOD — -low ' �� HEADER — Ewa o `I ---- 2x12 JDIST _---- 12 _8� -- SUBFLOOR - Li SEE PLAN i -- 2x12 JOIST (SEE -- 1 FOR SPC, 8' CMU --- r � -. --- � � / / PLAN . OR SPC,) __— 3 IllD4' PLYWODD DBL 2x6 - 6x8 6x8 6x8 SUBFLOOR PLATE � � 3 n o v TYP S' 2 -5 - ----- - 11'-�p• -- ----.._._. SIMPSON P G 6 4 --� 0 TYP �� -- P,T,52x6 PLATE � N W/ /8' A.B. -- @ 31-01 O.C. TYP 4x6 - CMU 2x6 STUD — — - - ---- --_ 01-0• (1) c 3x8 LEDGER W/ --1-1 WALL W/ /81 a \-- SIMPSON H1 (T`,'P) PARABOLTS E A 7 7 OL 5/8'1PARABOLTS _ - @ -0 C1 B @ 4'-0' D.C, ' ' C 2XJ STU;1S @ -4 -IZ (� r r � SIM 24' 0.C. (TYP) 7`.. SECTI ❑ N g SECTIONc)_ SECTION S-4 1' = 11-01 S - 4 1' = 11-08 S--4 1' = 1'-0' 'A :T-: SCALE SECOND FLOOR PLAN CONTRACTOR TO VERIFY AND CHECK ALL DIMENSi❑i�S AND ELEVATIONS WITH 1/4' = 1'—p' SHEET NO. ARCHITECTURAL DRAWINGS, S - 4 6 0 F' '.?7 ( '•!-, � '•1• '�' '1• 't• 'I' 'I'!'I'1't'1'I'1'�'If1'I'I'�'I'fItIIIt1Illllil �Illllllllllllllllfllltll' tlllt'II�III�II1�11111IIIIIIt1IT11�111I1t11111I1�llflll1111lII NOTE: IF -HIS MICROFILMED �—�— 2 3 4 5 6 7 8 IQ t i 2 DRAWING IS LESS CLEAR THAN — — -- THIS NOTICE, IT IS PUE TO THF QUALITY OF THE ORIGINAL DRAWING. 4E sZ 92 a 92 SZ 12 E2 ZZ 1,37 OZ 61 131 LI 91 SI fl EI ZI 11 of s 9 L 9 f+ E Z I""'" !1 fulllnllunllnlLlui►whnll!lII�IIIIIIIII�III/�IIlf�lulllnl�In�Ilu�uhlltllluluu�uullnll{IIIbI+Ilu11i11111uu1111��1n1�ful�nll�Nrllnifllffflnulnulfn1�n111nuhufluulw�I�lU�111uulllnllnllful�fuflfWl�"�Jj�uu�llullllt�llu�ll(�IIu1�11�1hu APRILAI 1991 . 2x8 JOIST_ /-44' PLYWOOD 2x12 JO - - - - - - - — - -�- 2x6 STUD , IST (SEE � SUhFL[]OR �--4- 16d EA, SIDE (SEE PLANS PLAN FOR SPC.) ; SIMPSDN �-- 2.�6 STUDS @ 24' 6- 160! �-. DBL. 2x6 - FOR SPC,) H1 (TYP) ;% D.C, (TYP) 6x8 HEADER 246 D,CUDPLATE STUDS - `---._ - I - � Z C) 6- 16 d __1111' t c)x6 STUD SIMPSDN H3 -.,, --- -- 2x6 STUD ,--- - 2x6 CRIPPLE - 2x6 cr_ �I PLATE 1/2' PLYWOOD - �--DBI_ 2x6 -- SHEATING 2x6 STUDS @ PLATE _ _-- -- _ 16' n,C. - \--6x8 HEADER �-� - --' � "— -- ---- - 2x6 STUD i I -2x6 - �- r- P.T. 2x6 PLATE: a) - @ 24 f],C, - 2x6 STUD @ H ----------- PLATE \,// 5/8'X A.B. 3'-0' C1,C. P.T. Ir 2x6 - HEADER CTYP) III , PLATEW/ III __ 6x8 HEADER III @ 3'-0' D,C. I - 2x6 STUD @ HEADER , z - 11'-0' - - - - — jiII 3 - - - --- -_.. -- 0'-0' _- #4 __. 0,_a• I I i /4' PLYWOOD - L Ili - 2x6 STUD SUBFLOOR I� O - SECTION SECTION _ 3 SECTION SEC TION _ SECSz o ION _ 1'-0' S-5 1' = 1'-0' - 1' ~ 1'-0' -5 1' = 1'-0' S-- 1s = 1'-0' r~� H q F-1 Q 2x12 '374' PLYWOOD - SAWTOOTH !� W/3- 16d @ EA, STUD 'TYP) SIMPSDN H3 - - - --2x8 JOISTS (SEE TY0 PLANS FOR SPC, 10- 16d -- 5�8x25 2 G.L, 10- 16d �, -- 5�8x252 G,L, /- 2x12 STIRNGER W/ 2xREQ D, SAWTOOTH 2x6 DBL, -� EA. SIDE - 3/4' PLYWOOD - - EA. SIDE - -'4' PLYWOOD _---- --- -- --- --- SIJ /� -- ----- 2x6 CRIPPLES \ PLATE CIF REQ'D) \ �/ 2x12 JOISTS - - \� x - NAILER � -� -- �/ Q 2 12 JOISTS 1 /2 PLYWOOD RISER -- - DBL. 2 x 6 - � ` ,�%� PLATE - _ 2 x 6 @ 16' O.C. - 2x6 ---� i _ _ �� SIMPSON U26 STUDS _�— @ EA. JOIST Q @ 16 0.C. - 2xREQ'D. EA, END W TREAD _j --6x8 HEADER 2x6 CRIPPLES - 2x6 CRIPPLES 6x8 HEADER HEADER r 6x8 HEADER 3 2x6 STUD @2x6 16' D,C, - 6x8 (TYP) (� A � @ HEADER (TYP) J 1 2x6 STUDS -�' � I s -- SIMPSDN CC68 -- P,T. 2x6 PLATE @ 16' 0.C. - -- 4x6 POST- -- @ EA. POST 5 W/ /8'0 A.B. P 6- 10 o -- - WHERE REQ'D, 3'-0' O.C. 2- 2xREQ'D. STUDS tj • / _- - 2•- 2xREQ'D. STUDS - - - _ _:____ 0'-0' 4- 2x6 STUDS --- 6 rT�SECTION 4- 2x6 STUDS SECTION 3 SF; CTION 9 SECTION 5--5 1I 1I o• 1' — 1'-09 S- 1' = 1'-0' c-5 1' = 1,_O, SIMPSON CB46 - @ EA. POST (TYP) V_ _ _ to N W Ccr) cn --- 6x8 SUPPORT2x6 JOIST @ 16' O,C, Z CAI o N BEAM � .� C) 3/4' PLYWOOD w z U-) CTYP) SIMPSDN EECCLR77 z W/H2=7�2'. W3 = 5� 2' C I \ 3 r-- - 2x12 STRINGERJ m 6- 16dto 100 X \ CD EA. SIDE - — a 6x8 6x8 TYP) SIMPSON U26 _- _ _ 2x6 E 0 �--- 4x6 POST (3 - 0,-0• ---� / P.T, 2x6 PLATE 2x6 STUDS � &VIA W/ 48'0 A.B. @ @ 16' 0.C, SIMPSON CB46- 3'-0' D.C. — - -- — SCA E CONTRACTOR TO VERIFY AND CHECK ALL to SECTION 11 SECTION DIMENSIONS AND ELEVATIONS WITH S-5 1' _ �'-o' S-5 1' = 1'-0' ARCHITECTURAL DRAWINGS, SHEET NO. PEM 7 l- 1"10- 882453 — — 27 OF 27 S - 5 t_l�tQ IQN q- ' - _ ,. ' ` Ph1�M1Y'M7tfF•1.fkl .lum.nIIYV.A1lt4wRMl..YaMIMI[tM.M.�M+.. M1 .µ.; {MMMILL�M' � M,,...'1Yy _ , 1 ► '47wIMygIS - inlww—....w"......�.-.- --....... 1. *�11tl�III1111lllltlll'ItIIIIIII1111111�111111111111111�II��IIIIIIIIIPIIIIIIII�IIIIII.I1II1I ,IIII�IIIIIII'lllllll�lllllll�lll�Ill�Iltlt!I�IIII111'111'II1�11tillllllllllllltlill'lll'11)If1il : ..� :: ► (� 4 5 6 7 9 • �0 I I 12 NOTE: IF THIS MICROFILMED — f DRAWING IS LESS CLEAR THAN THIS NOTI(:.E, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z 02 LZ 9? SZ bZ EZ ZZ IZ 0Z 61 BI 11 91 SI Id 1 EI ZI If 01 6 9 E 9 S'--J�-.---I. E Z I ■ �" ' !I�IIIIIIIII�IIIIIIUI�ttnitul�II1111H1�111111111�111111111�111111u1{�Iulun�ull�Il11�I111�1111�11��i�11�1!11�111�!31111111�1111�I�11�{III�IIII�IIII�Htt�llil�llll�Illl�llll�IIIIIIIII�IIII�1111�I111�IW�IW�JII�IIIt�l111�I111�llll�llll�llll111lbllll11lll�llll�!l�IIII�IIII�IIII�U�II APRIL ,, � �^r- -rte;�.r.r :.a;. , :;:aa�,rar ; .r:-,r,ie.��aaa.� st.s!sa�'ru•Rro� ...�,+ �b '� . '!°�y`. - ..,