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6713 6777 SW BONITA ROAD ` J° O w `� 45.4' 76.0' 83.0' 54.0' 306.0' _ 102.1' .� w i S 89 41'00' W 546.50' 01w Iii Q z: `^m 9 j 1I I I -_ I LLQ ~ ~ a w o 5 spaces I' 7 $pace 4 0, 34 spaca9 11 5 r\rCU c� w W Zia I 4 20 R= 0' FWq Yv�) m°� , 59.0 7 i I < wjd 5 5D v v v v v Q SITE Q � m�„ 0 1 c za3 < o60 �.l I 0 I h . 62 0' SW3 . BONITA J W I 6713 Sw p3on! �0 1� N ~ W v -- BUILDING "C" aV CJ C 16 0' - 1 VICINITY MAP (D O 80,000 SQ. FT. _ c a .. fn Z 16- U) 19 .0' Q = a Lu C4 0 46.4 15.0' 500.0' ¢ Q Z n - -- _ 0.0 _ 60.6' 15.0' 1p 6 .0' 4 L 10 RQ ` ab 0.5' 6 .0' m 13 .0' Y m cc ' 14.0' q ,_ Ih Lm .) TYP. I a Z 5C.0 36�0- + 0 v S V V V 0 Lu I Z tt oR- 100' 80' 27. 19.0' 22.0' 19.0' 18.0' 9' 0.0 18.0' SITE ANALYSIS 5 0' 1 .0' 4E 0' 1 SITE AREA 359,167 SO FT (8.24 AC) BUILDING AREA 80,000 SO FT 20.0' 20.0' 19.1 0' 150"I o Lf) Q,_(SOl1TH, 78J50 50 FT =-- -�' 9 0' TOTAL 158,750 SO FT 7 9. ' t00' I D �1 R - 36' + &' Legal Description 4 0 a O' 36 O' o- -� 6. 25 t 12AA Lots 600.700.600 VVVVV0 O '7V7OVL 0 v vy��♦ BD' C 5 18.0' w I 25.0' L 500, r 42. 15.0' E-4 6C 8 0' e 5 0' V 1 6777 5W 6on BUILDING I'D" 1 13 ° ,5 .°' 78,750 SQ. FT. C � K I .t 40.0• 15.0' __ - 525.0• _ 47.6' x a' 1 25.0' 1 3 spaces 'YF QV"r :i w DATE: 1 I 1 JUNE 2s 1990 Ijw .� 10 0' . -� 16' MAP 10.0' 130.0' `' 2 9 f J' 34.T t5 spaces - I _ C C 0 BY. _�'- N 88'44'08• E 114.78' _- - S 89'45'45• W -245.-00+k -- CITY OF pRD 4 spaces 5.0 2fi.0' 18.5' 15.0' 'N10ro"°a .. .I I CaxailroagV ApprDvaa ' " REVISIONS: 7 2' For only the, 2 1 0'I _-� RMIT N0. �S 5.0. .0 PE iertvr lo.follow See 2 9' �l'21• W Job ees: CURS CUT PER / GRAPHIC SCALE Delo: 'CITY OF TIGARD STANDARDS s o .e q q Iq�/2niT 5%7-yp-C�'J SEE DETAIL 1, 0 ( IN 1 Iseh . BD k Bonita Road m„Zt;, A ,.. 0 M[M P�N{CyJ[FIY y ?R WWWW'�yq��p K 4gn[N V[9YlL{w AIAIAiIA VALLEY FIRE MARSHAL OFFICE SHEHE ET N(Jj� APPHOVED. . ❑ CONDITIONALLY APPROVED... ....14- BIK�E1 FAIZK-W G Tb Fie ' a wi D EC APPPDVAL OF PIANS M NOT AN APPROVN OF @. I IY i C.Q-I Oe OMe.910Na Gx ED LE HER `M 1 1'OIE DF "{}'�p1y�('r SG ACHED LE ER. .. ..... ..❑ J OCY. A1-IGY �� t DATE &. OF 4 � ' SHELL PERMIT SET 7// 3/90 N0. PRICING SET 7 / 2 /90 290231 1 1 1 1 1 '1 I P 111 111111 III III ql qi III II} {II ISI 111 IliTill qi NI II I 1 , . --- ( '.: -- H i�i l i IIII I I y2 �I I � 1 1 1 1 1 1 I I . 1 1 II,II I III1III I1I1I WTE: IF THIS NICIOIIIAaD 3 4 5 7 1 I IS I I 1 I II 1 I I I I I Il-I 9��nlinl,li :lot 0 Dmolla IS ESS lil Nilit�lgiI IlnplilillltI n �n.�.�+�q..�. . _ 1 CLEAR NAW, THIS M IIS OIE ITD THE QUALITY OFF 6S DRIDINAL Imo' OE 62 92 12 9? 92 ♦2 E2 22 12 02 61 91 LI at 91 iI El EI II 01 0 9 d 9 9e� EI� L 11�`d nHlnnlnuluubmlmdmlhnilDlquuluuhlxXlNlDuInlllmdbnlxuXmlNdnnln1111xIl1uIXInI011111Ith16XDIIRIIII�IIIIIIuiluillllH�IIIIIII61111111IIII111AI61h1111WIIN111VI11nnlnulnRlllllhl1111WINI61161i11111111W111llIIhI111111W61111 FEBRUARY 28 1992 30X • r �` 4' •� 5891, 49 ' 00 " W 646 50' y a -r U 146. 50 FL (A 0 6 f O • UJ 45.4' 76.0106 ,0'� •�4.0' lu J q • • --- - -- T - --------- _.-A 10 p 2 F '< ir 6-1 (� +r b _._-__ ..� • a` • 4f 1 J v e •�A 1,A •\ �/) •. ~ . .- ._- _....� _ S 8948'00"W , - _ B Q" • ""-- .. -_ pb hI \� V Z �- Ld Ld • a Vu b0 bb \ F- I I T I Ip� I � Lu Q zm •• ag. G h -- - "sr qN • Ab 1 r-� 0-.4 rZ II�- 5 I -� Ii - 0 �h q k Z O �Uj ` 5 5 o - -'f --��-spec 52 -14 M► � :1,' Aa / `66 V z Uj . '4 p , 1.40' - w s. R=30' 50 ;+ w 0 < t j - _ 5 I'liq Y cn U o *\n Q -jSITE ~ `�"IN " 19u - z • e " ' I a 19 0 U _ AP y 6 \ hf N __ • • ' Aq' �� \ U 4'3 • °� 6 .0' 1h LLI V) , � SA1� � �b Sw BONITA Ml N' Jf v0 u, P 4 Q0 ° \ RiM , �th, eLij O P4JN ANL' / if t A (jL' • All •a \A9' f iAl I V/ • ,yA • a Rf fD: JVt� B Mr C'ONYf. �NC • 4 z I A 8 0' h` N nI �� 11 �1, a BUIL DIN G - " " _- b(; , \h2 V G n )0 N •a� •a`� 16 .0,, , VICINITY MAP__ 80, 000 SQ. FT. , - _r. Z A0 Lm CIO . W C4 o 46,4' 1 • - -- N •' ` N --- - C -_ _ 300.0' � I - - - ---- - _ -- _ --t-- - - ---- �. v/ '610 .1� � - 60.0' � 0 r � / D • / 13 .0 F • A/A 43.0' 0 5' '441 11+ .(3' r hb e W • - r X3.4 153.4 I = TYP.) T.� 4FI, ." .a (� •co z • i .� 00 b�) � 'M f v o� �" U0. - U - - n d> I 0LLJ - 10 151 I� 51 _J to, 8.0' 1 SITQANALYSIS 2 .9' 19. .u' t 9. 18.0' 0.0 8.v r 1 LEGEND.'_ o .- -- --� - - -� , 152 �' ` --- Cd CATCH BAS/N � ,� 9 • - h a SITE EA 359,167 SQ FT (8.24 AC) AIW A?ANtivL F 501.0' '5' .0, �-- ' BUILD AREA /C - "OP CURB 15 ou r rER = N 3 - --' - C NORTH 80,000 SO FT t6, u T TE! -PNVNE - �- 19.0' 0' • v A° h 78,.750 SO FT I 20.11' .0' - -' b - b"'•90•.0'v TC�AL 158,750 SO FT (A . LINE _. . `VAL VF -- • '-I } -- - -- ____' - - O I LOT Cp-iRAGE 44% �5 LANDS ING R PARKIla6, 213 spaces Y � u -- -- - - \ J µ w u rREF - £E r a - m 41 V) lF CL ` V 17 1p♦♦♦♦ �2 1 COWOUP 0(/R /N TE R VAL / i �3 / 25.0' °1 �.� ��.Z3•? �53. E " , � 50.0' � r � tib '' = � i I 0 h , ' o / �/ hHb` BUIL �NG „ ,� ' •� � 6z.1° - _ to _zo- -__ =_==- = _ ��• X03. .0' BENCH MARK i 1 - Q ' r.; ' - _ - 9 J - // .- •`� q� 't7 r0 ,fib City of Ti gor d Br ns s co 78, 75G C,?. FT. lob i,�• - -- - 171 NW corner SW L ondmork L n and /� 6Ck e0D 1 01/ I11� / / I I I ��. ,`.� ��9'r/ �j 69 1 90• 1 X11 - 7 SW 72nd Ave. - Qa u ilk41- 0169. _RU 0 -t 525.0' -.%y i ' ` 1` - '� I7� _- I I � ►�- i EL A l/A.T/ ON = / 65. 00 / /� •// bo eO 700", 00 _ •� _ J. t'NGI/D /929 DATUM) 16.9. .3� o -•\ 1 Q �1 �1 4G ! � � I / . •' % • ! " �,y .!�-'�- .. I b � � 9 acts h ''4 OF oJ(�N 25.0% 110, 1 y� { / l/, / I r ^�6B ,on DATE 59. 70 .1' ' 1 ` 9 , JUNE 26, 1990, ,0 0 AWN Y: P i // th9 `- 2 -3+4., 15 ypbces F' h.gg CH BY: / oa ga• - 1114. �' 7 -� 10 t1 �� 4 sc>a�ee S N8 t tJ''041 '�' L 1 - S.o _ 19.0' 7 .2' i / r ,. •'6J s+ / REVISIONS: 175 / I` 1 � t �-��� 293 52 ,• a'' j / . . io a ws.j -_ -- • 02_ � -� lrr� • y �0 • 64. 50 // �0 ; , �, / •I 70`!0` _ SAN. AH / �j/ _ �M 9 '1U '�r� " _ l ' ba, j/ 66. i �_ �b _ -- 180 RIM /30, 11?6n � /F /39. 96 IN(NI �u' S °." nth X60 /E /39. 86 our,/Sl Q b - '_� - - x/65. BO 185 15 i "1� 4SP CIJR� cur PER_ -r _ _ - _ - - -_ _-_ - - _ _ - ,-------.. GRAPHIC SCALE 0 • ' `59 CIzY\OFT� 91I} 5T?4NrIARF� - '! --` -- %,�_ - °__- _ - _Ab th 19n A8 ?,, �'� �A �h 0 1e 30 •o 120 r _ hh, LL t p 4 -SE€ Ct 1R 11 . _� 0. - - - I! --.� gh. TE f _ _ --- -- 9R IJ - h b � g0' - I . - - - - 'T / c vh, . of w� b- ,- - _ _ ''' r�* ---- -- fi G �!. G�( .4 1 b SG b tit, A �� G G G G y-, ( IN IIXT ) OE 9 1 �0 -- jE+-3 S 1 q '�� h gip 6 0 9b '6 g h 0t a 6�� S 6 1� 99 Zti A y - 1 Inch - 30 R h, G0 A 0. 1 p. H 0 g. A 'S9 11 . q 6�9 1. 9' e,ll '� �h 11 h6 h1 91 b tb 6 b A b h0 tb 0' 1'�'8 1ti't1 g 1`�' 1 8 q0 g4' gh' 91' 9 �� • `51 hh • `b� •tb b • `1 \1� •11 A •`16 119 t Hp 6e1 `g t 1' 4 0 ,'� 16 •th 9� 0 `! •111. 116' 90 /A:;la[NnE/SAITo 6 AWMATT$P - p b 0 G . 1 G 1 f •� G e � i a�i�r�or y 31 a , 09 x� .nc m M^s �I 6 1 16 A q 10 h0 J° • 0 0 ge' o n4 A+r,NOirrP" aTT win, ol -Ir SAN. AN �h 5 L 5Wpm 5 M' 6 �� n/ T SHF[ T RlM /5tf. 33 y' 19 `s' • YY,i SON V / 1 A ROAD /E 13s. 63 /N(Nl 5 fhb. �l Al h9 SD 2 /59. O? G gg Y; ( f)F n JOH N0, SMELL PERMIT SET 7 / 3// 90 PRICING SET 7/ 2 /90 290 ; iold � ,. .� ' � � �K{11� 111{111 111111 1111'111. 111{I11 III{1�1 111 III III III SII I�1-I{'II111 111 111 III{11 (11 111 111{111 11 111{Illllllltll tlllltl 111{tll 111{11) tlllfhl III{Illl:llllllltllllll � � I°1IF: IF THIS MICROFILMED 1 2 3 ---- 4 - 5 6 7 e 9 �0 I I I DRAWING IS LESS CLEAR MAN THIS NOTIC@• IT 1S DUE TO Tit QUALITY OF THE ORIGINAL DRAWING, OE 62 9?. LZ 9Z 52 b2 EZ ZZ 12 OZ 61 91 LI 91 51 bl EI ZI II 01 6 9 L 9 S b E Z 1"•� / d11�IIt111111�II1111111�unI1111�HIlIIN1�111111111ItN111lII�IIu1nf1�tlUlnn�U11{�111�1111{l1111111{1111�I111{IIli�lil11111li'llll�llllillll{Illllllll�llllillll�llllilIII{Illllllll{IIL'lllll{IIIIIIIII{IIIIIIIII�Itl1�111111111�1111{IIIIillnhullull�nu6ulbul�lllllilulnnlnnlnulin�•, ' FEBRUARY 2$ 1992 2'-4" X 2'-4" X 2" CAST IRON GRATE 1A PAVED AREAS OUT OF STREET AREAS 1/4" DIA. HOLES SCREWED PL!JG FOR LlEANOUI I (- I A7 1'--0" O.0 AROUND f— PERIMETER AT TOP ----CAULK PIPE INTO HUB NOTE: MINIMUM 2'-0" COVER AT ALL r--_•- -r - --- -- PIPE IN DRIVE AREAS, D.I. PIPE PROPOSED / -� - ���j -- �' A UNTIL MINIMUM COVER IS ACHIEVED. � a �—CONCRETE WALL PANEL PAVEMENT AREA--J z I �--DUCTILE IRON DOWNSPOUT T T / S PAVING `----7 --- S SECTION PLAN -- _ �. Z � o - PROTECTION PIPE, TERMINATE T1� �� �,��, � CRUSHED =� �� V`� �- f � ---- D CI D [�D I� C� (D 1 "PLIU +�� :o- is o >g O W 90 DEGREE SHORT TURN D.I. PIPE -0" FROM 3,/4"-0 "RANULAR ��- �_____ ►- a ELBOW HUBLESS CAST IRON BUILDING FACE - NATIVE ROCK BASE BACKFILL -- --- (` / i MATERIAL = OR LANDSCAPING - - - -- Q -' WITH STAINLESS STEEL / ' 1- o a BAND, TYPICAL CIL CL x 5 DEGREE SHORT TURN \ i � (/) w ELBOW I I I�87 Lu - --------CLEANOUT FRAME "� T,S. 2 x 6 x .1H8 --- � F- Ll.l w SOLID GROUT AT BASE z __ o o > AND COVER w O -- - FOOTING �� __- _ _ -� c� 45 DEGREE ELBOW Z �r r4 D - --APPROVED SEWER L INE N 2 cn i W o�I L __- -__- ,FINI'..H GRADE W z o a _._.-_r �- -- 45 DEGREE WYE -- a. aU - -- --- - - — 1I U ��: O w Q "'� ELEVATION r ! W ``' a o i SEE UTILITY PLAN .t _ -i` n rn _ nn cD u3 � FOR PIPE SIZE,TYPE -� i l CONCRETE --- ! Z \-- 1/4" PLATE STEEL ALL WELDED U w N cv CONSTRUCTION. ASPHALT EMULSION Q r o a.-. COATED INSIDE AND OUT, U Q,rr'� Q O 0.`� ri_N� DOWNSPOUT" CONNECTION 2 PIPE BEDDING ___ 3 CLEANOUT DETAIL 4 MAILBOX DETAIL _ SD : 3/4" = 1'-0" �D - N.T.S. s CATCH BASIN SD N.T.S.NT$ Sp. N07E: VERIFY QUANTITY AND LOCATION WITH OWNER 1/2" = V-0" Sp,: NOTE: USE LYNCH TYPE CATCH BASIN 3/4" = 1'-01' L.L. OR EQUAL T001_EU 1 1/2" STEEL TROWELED EDGE -� 1 1/2" G W Q.2x CROSS SLOPE =--ED E, TYPICAL 0 C WIDTH OF SIDEWALK _ 1 I SEE PLAN - - ��., - 4" CONCRETE SLAB .I •-• V WITH CONTROL Jv^INTS W o - SLOPE TOP OF CURB 7L y - ++ 1 -----_- - TOP OF SIDEWALK I I-- - �d � �d �_ At 5'-0" O.C. C �I I I 1 I ` '' 4 _ - - 4" CRUSHED ROCK L_ EVEN WITH PAVING ll L. J i T_ L C;'RB BEYOND - �, ; I T BASE W N 0 PAVING SECTION SECTION TTT Z I` FALSE JOINT _--^ ALIGN WITH CURB z 70OLED EDGE - "t BEYOND L '^ _ io 4" CONCRETE SIDEWALK VJ 4" CONCRETEMEDIUM SIDEWALK BROOM FINISH >� WITH CONTROL JOINTS Q L_ PAVING SECTION WITH MEDIUM BROOM a TOOLED EDGE- AT 5'-0" O.C. MAX. AND M (a FINISH MEDIUM BROOM FINISH W 0 Q _ TAPER AT SIDEWALK 6" SLOPE �.- _-_ - _____ 5'-0" -o' Q ._ 61 1 CURB E 12 MAX. -__ \- - a�' CL .° MINIMUM � '7 I a _ s \ TOOLED EDGES �•�rr SD - 3/41 _ , �0, - I' ° o _ I 2x CROSS SLOPE �„ z DIMENSION - - i v OW PLAN - //� __ __ i , - _�.._. � I I I I I III -. TIT_ 17 V/ EXTRUDED CONCRETE CURB SET - I ! I I I�I III I I� I -- 1 -� IN EPDXY CEMENT ' 1 haw 6" - —ASPHALT PAVING _ ` �-2500P.S.1. j II I I , I I r-i �-�~I 1 E a _ _ W � " I I � i' li 1 I CONCRETE I II I T rI rr�-1�I I _ 1 i- CRUSHED ROCK BASE 4" CRUSHED ROCK BASE II, �� I I`=rT�=-_I I_. 1 FINISH GRADE / CONCRETE SLAB UNDER SIDEWALK, TYPICAL STORM DRAIN PIPE �1�' A7 SIMILAR PER UTILITY PLAN I i 6R CONDITION--- I I j � 6,. PAVING EE DETAIL - sEcrloN - SD7 FOR CURB �- TAPER AT � � J � � 4" CRUSHED ROCK dASE SIDEWALK (- -� _ _ �- _ UNDER SIDEWALK, TYPICAL. CONTROL JOINTS �"y`T'�`.. •� '1*�'� -I I L-SEE PAVING TYPES FOR \` L I PLAN (7000LEODCAT NOTE: EXPANSION JOINTS AT 20'-0" O.C. PAVING THICKNESS AND 55 BASE THICKNESS ��nn \ - - EXPANSION JOINT (n AT 20'-0" O.C. 6 DCRUDED CURB DETAIL 7 EN -- --- 1 1/2" STEE,. TROWELED 1 TRY SIDEWALK _ e CONCRETE CAP EDGE, TYPICAL lo SIDEWALK AT CURB E-- c TYPICAL SIDEWALK �' 3/411 = 1'-011 �D ' 3/411 1'-0" Sp 3/411 — 1'-0" - - - / \SD' N.T.S. SD 3/4" = V-0" uj I SLOPE SIDEwq_K PANEL ' p (MIN. 5') 6 ■ 6" 10 GA. 40' -0" MAX. 15' -0" MIN. R/W LINE ME 5H -� DRIVEWAY ui A-04-1 r 6 Il m I 0 a JOINT MODERN MUELLER„CENTURION FIRE HYQRANT, vJ _J �r _j U OPTIONAL A-442, 6 MJ, 5 1/4 MVO, 3 PORT ( 2-2 1/2 NST u+ +-+ a SIDEWALK HOSE r-)NNECTION, 1-4 1/2"NST PUMPER), 11/2" UA o LO 'ATION PENT OPR NUT, OPEN LEFT,COLOR YE I_L OW EXPANSION- i a N f- JOINT oo > �� CONTRACTION JOINT i a � v � FZ I'-6�� BEHIND BACK: OF CURB TOOL JOINTS \ r -- -- --------.___� SIDEWALK TOOL JOINTS,,/ 1'-0” BEHIND BACK OF /—Tune .�Q1NT __ rSIDEWALK A 5'-0" 12'-6" MIN. 12'-6" MIN. 0" 25'-0MAX 25'- 0 MAX - ---} J f•.� �, .. ,.1/./ IRON VALVE 80X P L A N ASSEMBLY , z N t 3" OR LESS =m �- 1 - I/2 EXPOSURE - ,!1 ' _ Plc 111_111r�IW -illi' ••T C E w�.-�- H IUI,l1 FI�In1 USE EXISTING EXP°YSION JOINT OR a �1 'I+u 1' 1 - - -' 6/2290 SAW:,UT AND FL•-i:E TOLD JOINT. w _ Inc COVER DRAIN +. SEE DWG. N0. LS 306. o w I" m�1 ROCK W/ TAR PAPER � � , DRAWN BY: ELEVATION B'U } r".IITr �ir-1 BEFORE 13ACKFILL n z STS o CHECKED BY: m Iiil�nn I _---MJ HYDRANT OUTLET 11 _ ill,= _ �1 Le z II - 6"MJ x FLG GV.�_� _ ' .III ' t� STREET . d �'ITI z u1 iiu ------ - cr Sidi=3t ' IIIA �-�II] REVISIONS: b GA. MESH i." OF 3,M" MINUS 1.1/2"ABOVE /'' BASE r. �nln ': '� tli 'u .•._ �Rk , -un�iq'r�f=-'In,suL, _ ,Ilms/�Fj �lllixn, �I S E�.T 1 Q N A-A tI -IIII „ MAIN W/ MJx FLG TEE 6 MJxMJ HOLDING SPOOL (SEE PLAN FOR MAIN SIZE) 4"4'06" CONCRETE BLOCK I, CONCRETE SHALL HAVE A MINIMUM f)REAKING STRENGTH OF 3000 PS.I. I I/2 YDS OF AFTER 2e GAYS , 6 SACK MIX 1 1/2'-3/4" DRAIN ROCK 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/1 RADIUS ALONG BACK OF CURB. 3. E;'AANSION )DlNrs SHALL BE I/7• PREMOLDED ASPHALT IMPREGNATED MA.ERIAL OR EQUAL, EXTENDING VROM SUBGRADE TO FINISHED GRADE, 4. SEE DWG. NO. CS-300 AND NO. Cs--303. J COMMERCIAL DRIVEWAY DETAIL r12""NSTANDAR,",',) FIRE HYDRANT DETAIL SD/ �D3 l7 MALIK 0i0 FALL RAS REAERVEDTES• PC. N.T.s. _ Z4THESE DRAWINGS ARE THE PROPERTY 01 N' 'SAJT0 d ASSOCNTES,PC((MSA) ARE NOT {0 BE USED OR REPRODUCED IN ANY MANNER, 1.CEPT WRE1 THE PRIOR WRIT'EN PERM;,,SION OF MSA. SHEET SD _ 1 SHELL PERMIT SET 7 / 3 ./ 90 , PRICING SET 7/ 2 /90 �1y°L .3 p7�11I�11111�I1I1111�11111�1►I11+�IIII111111'1111 1111+111t111i11111116,11111r1111t1 1fill 1) 1111111111tti1 11111IIIIIII�i11�1111111Illlllllltl111111111�1if 111ItI1I111�1111111111111111111 NOTE: IF THIS MICROFILMED "`�'� ( 2 3-- --4 -__—_5 S TI S • DRAWING 1S LESS CLEAR THAN THIS NO %A. 17 IS DUE TO TTIF QUALITY OF THE ORIGINAL DRAWING. AE 62 b2 12 92 SZ 02 E2 22 12 02 61 BI LI 91 51 171 EI ?,I II 01 6 1 L 9 S� b f 2 I"• �" �1111111111111111111111111R111r1111111111g11111111III1p11111111111u1'IIIIIINHIIINb1I11HNIINIII1uluNllllthlNIIN111uIlnllhtllhn111ullllllllllll1111111111111111i11111111111111111111111p1+lUNIQI111Ii111.N1111l111i11nII„1nIIwlNBllu11u11�1u�t1111nlnnllu11u�1h11 FEBRUARY 28 1992 -- ---- 10' CUT-IN TEE --�� W/ (2) 10" FLG X MJ BUTTERFLY VALVE EXIST, 10" WATER UNE ExlSl. FIRE �10" X 12" REDUCER 1iYDRAN 1 L 0 0 O . w n I_ U 0 6" PVCO (Y j » 1.0X M(N. CB n RIM 148.50 _ E Y CL 50 6 PVC O 1,0X MIN. RIP RAP 2A1�� #ff(TYP.) (n ? IE 146.00 - _ - IE 1 - S 89_49'Od" W _ - IE 142.00 - - 646.50' _L - - -IE 147.00 _ w 6' PVC O 75% 6" PVC ® » 6" PVC O e �w 0 W o CB 1.0% MIN. � ice"6 PVC O 36X 1.0% MIN. I ----6" PVC O 34% I� Z �N _ EXIST. S.S. MH Z '1 I FINISHED RIM TO W_ Q N RIM 148.00 -- _ IE 145.50 , .i"\\\ a I - -L - -- S -T__ _ -- - - • - -- - --.5 - _ - -- -. S - - �I--- - - _ -_ � SHED GRADE 1 ~ � aJ. �O CB I - - - - - -5 - - - - - - -s - - - C8 0 EM 150.0 G /''' rn �I z Uwo -T - - - O RIM 149.50 K ao L.L.I (f') Lj Q w EXIST. 90 0 I I I �-_EXIST. S.S. MH ����6" p�C IE 146.00 ' I? I Iri s a0� Y m 6+ / q• N STORM LINE I I ADJUST RIM TO O ® U Q w i z -T w_, 6 1 I I I FINISHED GRADE - 6: pVC �® pVC �,.'®�' O �. 1 - -•O 2.7% O 2.7,g >• - f- vi a.N I I I D.S. a CC� i o�� { I IE 151.00 (Tyr') • I G � u C)O p ul Q o n." /--F H. Ass EM. I I I F.H. ASSEMBLY I i r - 8" X 8" MJ X 6" FLG TEE CB --- EXIST, S.S. MH M I I I W1 CAP AND THRUST BLOCK 1M 49.30 ADJUST RIM TO FINISHED GRADE M E I I I CO W �w -•r�+��s-r N i i BUILDING "C" -.__ V c 80, 000 SQ. FT. _ I Z CD I I I p ! _eU DI. CL52I I h _ _�. ca 1] - Z w cI 0 * 1 I X211 � f CB 0 a- 12 DI C;, IZ' I I I RIM 148.50 « Z I 52 (TYp 1 - 1II A's MJ 1'6E I I fE 146.00 --- I a U) - - 121 u��'✓ - 2- 211 I PT T � ;,�( I I TAP S.S. MAIN J� - Cl L_ o I I I C.O. C.O. C.O. C.O. 4" PVC C.O. r1 .� 4 PVC p a) I I I 1 4 PVCSANITARYrn cu vz Aiz`mj -LE 00 SANI1 ARY CB CB CB �� 'n C.O. Com_ 0. vJ RIM 1 X9.40 RIM 149.40 RIM 149.40 IM 149.40 C.O. IE 146.90 IE 145.90 IE 146.90 IE 146 90 _--_ I Z F_ a (D Iy p -_ z_..---- 4 RIM 149.40 F.H. ASSEMBLY I I 1 - i i IE 146.9' 1F 146 ,) 6" PVC W 1.09 MIN. : 6" PVC - -- o- PVC I Z 1.0% MIN. _ . =o �� 01.0% " 10PVC Y 10" PVC O 0.59' tO r- •. " " FLG TEE W/ (1) FLG X MJ 12 M J X ';, " I I I i O 0.9X bC.O. C.O. 12" BUTTERFLY VALVE k (1) FLG X MJ 8" n 1211D1 �- WATER METE (2) 8" D t $ BUTTERFLY VALVE AND THRUST BLOCK I I -� 15__P C 0.8Z -0 12" PVC O 0.6X STORM M.H. �r.IST. I I • ul C 0 FSH. ASSEMBLY - I ISI „ 8 X 8 MJ X 6" FLG TEE RIM 150.10 CB 149 7 I o I �� a, W/ CAP AND THRUST BLOCK �- 14 r IE IN 144.62 N IE 47.25 5 1 I o iE IN 143.28 �E� I °9 ®I '� �� S IE IN 144,80 (S) I 16" PVC --- IE OUT 143.00 (W) "1� 101.0% c: -- I Un f I }- C.U. C.O. 10" PVC O 1 4% JO 10 PVC-0 1,0% 8" PVC O 2.2% 8" PVC .6% 8" PVC O 1.0X �C'V' 6" VC O 1.0% EXIST. SAN. M.H. / - I ---- ----- 2---- ---- ------- --------------- ----------- -------------------- RI / ----- --N------- ----.�--_----- -------------- -- -- - ----------------- - . --------�--- - fl RIM 155.75 U, RIM 150.03 6" PVC O 6" PVC --_-- IE 1 v IE IN 140.55 (N) / / / I 2.0�WINO ��I - -- , 2�0% MIN. ` - -- 1_.09 MIN. IE IN 143.95 E / 1 I I i IE OUT 140.45 (S) / ' ! ♦ S v 0 ® I `�7 ' VVyh0 ' V 7 vvvvIF ' 17 I LEGEND � C.O. D.S. D S. D'S' D. D S D.S. PROPOSED EXISTING:, F / TAP S. MAIN IE 151.00 IE 154.50 - IE 151.00 IE 151.00 _ i � 4" Pvc _ � IE 154.50 4" PVC IE 151.00 SANITARY SEWER t� / ------------- --- C'O. SANITARY C.O. C.0. O. c".6. SANII ARY c p _ STORM SEWER -- / WATER LINE "-----'--- CNI - CATCH BASIN ❑ Ca 1 / @I FIELD INLET 1❑ a CLEANOUT 0 C.O. EXIST. M.H. / `° BUILDING "D" - I MANHOLE O M.H. ` CB / 1 I ___f 7811750 SQ. FT. FIRE HYDI?AN'f + -} F.H. RIM 151.00 / 1 IE 148.50 / / ; � -- ML ER FDC y 6" PVC 01.0�. FIELD INLET RIM 155.30 IE 152.80 I JUNE 26, 1990 ------- ---- ---- ----- ------------ '-- MAP _ __ DRAWN BY; 12" MJ X 8" FLG TEE N/ (1) FLG X MJ ^/-ter� `� ""` - - 6�`-P��C� 1.�)X •'`p � 8" BUTTERFLY VALVE / / I �� P" W 0 `�- 6" PVC O 1.0% '�4 CHECKED BY; B N 88'44'08" E 114.76' S 89'45'45" W 24.5.00' o/ t// RIM 154.50 F.H. ASSEt�IBLY- REVISIONS; °�/ j// IE 152.00 8" X 8' MJ X 6" FLG TEE !! I -�� 2g3,52� W/ CAP AND THRUST BLOCK \� I GRAPHIC SCALE b O 15 3u !O 120 I IN FEICT I mon = 30 1'c. 16" X 12" FLG X FLG CUT-IN TEE W/ I ((1 FLG X MJ 16" BUTTERFLY VALVE ® MA.CI(ET12lE/5AIT0 t A560CIATES (1 FLG X MJ 12" BUTTERFLY VALVE torn, ALS RIGHTS RESERVED A'ID THRUST BLOCK S . W. BONITA �/ A THESE DFvtMN� orERr(ya�� EXIST. 16" D.I. D AMA ENzAR/nO e 5 aEPRo OLCED IN ANY MNIiOEA ExCEPT an Ar THE PRIOR WRMN PERId'S&OF M/SA SHEET ' 1ST. SANIT>R f M.H. _ 1-48.00---- 1 SD 4 OIL 4- SHELL PERMIT SET 7 / 3/90 JUB N0. PRICING SET 7/ 2/94 290231 I � - , ' 1 M t � '04•., ; - _ -_._�. ......�-.�- �M.wWI"�r++. "owl ( I 1 1 1 1 1 1 1 1 ( I ( I 1 1 1 1 1 1 I 1 1 I ( I I I l I I i VIII 1 I IIIIt1111 II IIIIIIIII�It1I1111tIIIIIIIIIII;111111II11I11tI1111tItItItI,ItIIItIIItIt111111Itltltl Itltl,tl " .»p.». v��,«• „,.rw„ __ f RJE: IF THIS MICROFILMED I 2_ 4 5 6 7 A_ 9_-_ IID DRAWING IS LESS CLEAR THAN IRIS NOTICIe, IT IS DUE TO 111E QUALITY OF THIF ORIGINAL DRAWING. OE 6? 82 L7 82 S2 v? E2 22 12 OZ oil 91 LI 91 51 1,1 EI ?I II 41 6 9 L h S 4 E 2 1 111IIIIIIIIIIIIIIIIII III III IIIIIIIIIIoil I11111III III I1111111111111111111111111111111111I11111111111111IH11IIIILIIIIIhlnhnlhmhn111nd�IllhNlllt,tlHHLmlmlhul�tWrnl�iuubtu�l�!lunlnuluu�uuhn; f FEBRUARY 28 1992 30 )( 25'- R p�Fj , Z5'-0" ZSE'- - ---�- - -J7II11EPL t - -- - 131-91, 4- 5 011 �- �,�- __1.1'--x'-_ _ -- _ �._ 5'-7 1/2" 5'-7 1/2 5-7 1/2„- --- i 10 vI � _T- E, o 0 0 o I l 0 I \ 0 0 r O • 0LAJ '-- ---- v �I ELECTRIC ROOM 0 o _ Qao � CD - w CD • 6 W Lj uxj ON I- d1J Q V, rn I aco aoz • 0 Uwo 11J 0 Lo ac 2 .4_ i `�� -_ I V Uz ' N i 2� I ! UO0))Yo ,tet x kD O L0W Q OIL... J o p o i � I � � 1 i ------ S ,, �/ W t . r L - c U c fc � • - ---- O c ! ca ZN0 3 CDca4 I - O CL '- - Z ��" z F" � I 0 o E EO E -EO 2'-6" �/� n 14 E EO 'I� b'I`5B V J 10 o I o� t--- f 1 I I 1112 N11 0 I I I E EO Lu 11 ---- -- , r---- --0- 1D ! 6 :, Z Q I 3'-0" 5'-7 1/2" 2'-6" 2'-0" 2'-6" 5'-7 1/2° T31PO" I 5'-7 1/2"-I _ _ _ „ __ ` 25-- - - 0 LIOUR PANEL - 25'-0"- e - - 5,_ " 2S-0" 5 -0 PANEL 1. - - _.--�_ 25'_0„ 7 0" --- - - - - - -A- - - z TYPICAL DRIVE-IN _1YPICAL DOCK DOOR_-,--__ 25' 0" 1 03 05 00, <1 r 0 > Z BUILDING C FLOOR PLAN f SLAB PLAN z a- 0 8 16 32 48 FT Orr D0 ao 0 r! LL F KEYNOTES 0F - 1. ,'ONCRETE FILLER STRIP. SLAB REINFORCING 19. 10d AT 4" O.C. AT PANEL EDGES: DATE:DATE: 0 CONTINUOUS THROUGH JOINT WHEN TOP OF FOOTING 8d AT V-0" O.C. FIELD NAILING. IS 2'-0" OR MORE BELOW TOP OF SLAB. U AWN Y: 20. 10d AT 6" O.C. AT PANEL EDGES: 2. 5" CONCRETE SLAB ON GRADE WITH 6 x 6 W1.4 x 1.4 10d AT V-0" O.C. FIELD NAILING. STS W.W.M. OVER 6" CLEAN CRUSHED BASE. 21. (1 ROWS 10d AT EACH 6" O.C. STAGGERED AT EACH GLU LAM CHECKED BY: 3. CONTROL JOINT • 12'-6" O.C. ±. SEE DTL, 9/A 1 1. BEAM FOR FIRST 8'-0" FROM BUILDING EDGE TYPICAL. (NOT TO OCCUR OVER FOOTING) 22. SIMPSON ST6215 EACH PURLIN, REVISIONS: 4. CONSTRUCTION JOINT • 25'-0" O.C.- SEE DTL. 10;/A11 SEE DETAIL 4/Al2. LOCATE 3'-0" MIN. FROM INTERIOR FOOTING EDGE. 23, SIMPSON HC7-7 HINGE CONNECTOR.(TYPICAL. • GRID 10 -2 ONLY) 5. 8" DIA. STANDARD STEEL PIPE OR T.S.7x7x3/16 SEE DETAIL 1/Al2 6. 9'-0" x 10'-0" DOCK HIGH DOOR TYPICAL. 24. SIMPSON ST12 STRAP TIE AT 4'-0" (SUB PURLIN TO TOP PLATE). 1/2 NAIL; TO TOP PLATE, 1/2 7. 10'-0" x 12'-0" DRIVE-IN DOOR TYPICAL. NAILS TO SUB PURL N. SEE �IETAIL 91Al2. 8. 3'-0" x 7'-0" HOLLOW METAL DOOR AND FRAME W/ RAINCAP, 25. SIMPSON MST48 EACH SIDE ')F GLU LAM BEAM AT 9. ALUMINUM STOREFRONT GLAZING SYSTEM. HINGE CONNECTION TYPICAL. SEE DETAIL 1%A 12 26. SIMPSON VB-10 AT EACH GLU LAM BEAM AT PURLIN 10. 6" x 6" DOWNSPOUT. LINE LOCATED NEAREST THE COLIIMN EACH SIDE. SEE WALL SECTION 2/A9. (SUBSTITUTE VB-12 P*OR VB-10 11. SIMPSON SA36 ACROSS EACH GLU-LAM BEAM AT • 6 3/4 x 37 1/2 G,L, BEAMS.) EACH PURLIN TYPICAL. SEE WALL SECTION 2/A9 12. BUILT UP ROOF. 27. ELECTRICAL ROOM. 13. 5/8" PLYWOOD ROOF SHEATHING, 28. SPRINKLER RISER. IAk*ENZIE/SArro • ASSocuTES P. 29. ODD PURLIN BAY. 1990. ALL RIWTS RESERVED 14. 2 x 4 D.F.-L.#1 SUB-PURLINS AT 2'-0" O.C. THESE DRAWING$ARE THE PROPEPTY(yOF WITH SIMPSON F24N AT EACH END. 30. LADDER. SEE DETAILS 11/A1 1 AND 12/A1 1 A�`NOTIr^BE OUSE ,REPRODUCED I IN ANY MANNER,EXCEPT WIT}I THF PRIOR 15. 4 x 14 D.F.-•L 11 W% SIMPSON H8414 31. N07 USED. SHEET WRITTEN PERMISSION OF MSA TYPICAL FROM RIDS A-C. 32. 10d AT 3 1/2" O.C. AT EDGES, 10d AT V-0" O.C. FIELD. 16. SIMPSON HC7-5 HINGE CONNECTOR, SEE DETAIL 1/Al2. TYPICAL UNLESS NOTED OTHERWISE. 33. 3'-4" x 7-2" ALUMINUM WINDOW FRAME WITH GLAZING 17. G.L. 2 1/2"x21" 20F-V4 PURLIN TYPICAL GRIDS C-G 34. 2'-0" WIDE, R8 R!GID INSULATION INSTALLED W1200% CAMBER AND SIMPSON HW02.621 BELOW SLAB IN SHADED AREAS ONLY EACH END W� MIN. 4440# VERTICAL 35. NOT USED. DOWNWARD APACITY & 1290# UPLIFT CAPACITY. 36. 10d AT 2 1/2" O.C. STAGGERED W/ 3 x 4 NO. 2 DF-L � 18. ROOF SCUTTLE, SEE DETAIL 15/A 12. ( I L SHELL PERMIT SET 7 / 3/90 ,InB NO. P290231 PRICING SET 6/22/90 - IIItltlrl,lr'eIt,1�Itlt�1`�11tI111�1f1IIt1I111I1f1I11tI1111111I1��I111I111�111I1l�IIIIIi IIIIIIIIIIIiIIIIIIIIIIIII,III�I�IIII�IIItIt��Ill1�t��itllllI11111rII�IIII�IIIIIIi111Illlftll NOTE: IF THIS MICROFILMED I. Z - ,� 4 --- fJ 8 7 B 90 DRAWING IS LESS CLEAR THAN THIS NOTIC6. 11 IS DUE TO TIE QUALITY OF THE ORIGINAL DRAWING. - - --- oe 6? Rz 17 9z sz ►z c zz 12 02 61 91 LI 91 SI bt EI zl II 01 6 Y L 9 s 'r b E�" z I ,n1ItIIIlUI1�IIIIIlU1�mIIHNfHNf1111�I111f1111�t11lltntl11u1nttlnulnulLHllnnhHilUNIu11I11uI111t1n11�NnIIInINIdIIIIIIIIIIIIIIIIUIIIInINnhmhlllhnllwduullllll1111I111►III)IIUIIIIIII�HHIHH�NNI1mI1111IIWUliU1111II111JlIIIU1JlIllIlII111II111IIWIll1 ! 30XFEBRUA�R,Y 28 19 92 1> > 2 <4> 5 6 7 g 9> 10 - - ,i, al' r - --- * •I' r (20) BAYS AT 25'-0" r/PuiE Z I• AIE () 24'-0"-GRIDS 2-IC O O 1 12 13 14 1 S 1 a 2 11 l TiPs_ATELIJ O E ❑ ❑ ❑ ❑ ❑ ❑ ❑ R12 Q ❑ Al2 R11 I„ /-27-6 , • 0 7 J 4 S 6 7 e p t0 ,1 to ,s ❑ ❑ A 2 ❑ ,e la 3� _ I I� i� 16 17 _ y / A - I I I I i.i.' a O 0 As - -- oc 4 T/BEAA1 T/Bu1M - 11 i I .1 LU • L . F52-1 _ _ I , 1 25'-z" 16 16 �4'-P GRIDS W-010 Al2 16 16 16 �Il \ 11 O _ �/ `", �9; �D� �2T/'JEMI,PLATE T/PI(AL A7 GkID 11--• --• UJ4x30 1 G.L. 6 3 4x18 ; G.L. 6 3/4x30 G.L. 6 3/4x16 1/2 I G.L. 6 3/4x30 G.L. 6 3 4x18 --_, G.L. 6 3/4x30 �" '1 1 G.L. 6 3 4x16 1 2 """1 G.L. 6 3 4x30 27_61 G.L. 6 3 4 7 .�. z • +�-i Q © w R=1200' - 1 - :---1 R=1200' -- R=1200' -- R=1200 -- - R=2000J� I N Ua. T/BEAM 4 T/BEAM I/BEAM 16 16 t4;_7" __ �2: Z 0 Z 25'-6" 2 25'-0" GRIDS C3-CIO / 25BEA � © 7 m C Ne A9 I /® c� d CE-1 (E 1 G.L. 1 /4x34 1/2 I G.L. 6 3/4x19 1/2 G.L. 6 3/403 G.L. 6 3/4x18 ;-- G.L. 6 3/433 1 G.L. 6 3/4xI9 1/2 G.L. 6 3/4x33 G.L. 6 3/4x18 G.L. 6 3/4x30 -'' G.L. 6 3/4,;30 ! w �` R-1200 R--1200' - R=1200, R=1200, - R=20 a o . -- Al2 oej Q c0 Ci 18 ; 7 C29 s° T/BEAM T/BEAM I 25'-7 1/2" GRIDS D3-D 1 O L' J 1.'. / 4A) T/BEAM cr uj U OA 16 2 j OA (A) . O 12 A A, 25'-7 1/2" �b [J Al2 i G.L 6 3/4x37 1/2 G.L. 6 3/4x21 ;" 1 G.L. 6 3/4x37 112 ;'- ; G.L. 6 3/4x21 ;---; G.L. 6 3/4x36 G.L. 6 3/421 ;" O I I •-_-• -- ;_--• •---• •I--- I -.- G.L. 6 3/437 1/2 - II G.L. 6 3/42 1 G.L. 6 3/437 1/2 G.L 6 3/4x3 R-1200' R-1200' - R 1200' R-200 -1 L Al2 --Q U c ~ T/B� T/8EAM e ,. O 1,/BEdtW.PLATvF AT GRID t 26'-6" 26'-J"GRIDS E3-E 10 T/BEAM •6..r C/) Z 27'-6" - O ^ ^ O OA C) C^/ / 2fi 3 I/1 l/ \J / co w It- N 0 - G.L. 6 3/4x37 1/2 ;"''; G.L. 6 3/4x11 ;-- G.L. 6 3/4x37 1 2 ;---; G.L. 6 3/4x21 ;---; "'"' G.L. 6 3/4x21 ;--"; G.L. 6 3/4r..^_1 ;"-; '-- ' <CE> �_� G.L. 6 3/4x36 _� G.L. 6 3/4x37 1/2 G.L. 6 3/4x37 1/2 G.L. 6 3/4 I � B _ _. •--- x 33 R=1200 R=1200' R=1200, I• • R=2O fn 0 9 A 12 T/BEAM - - �_� ❑ e a 27'-0,. i/BEAM 1° ,�` coLi.6 Y� 26'-10 1/2" GRIDS F3-F10 T/ U) (D Yom/ L O G (AD G) Q �) 26'-10 1/2" (7B) •CL Z G.L. 6 3/4x37 1/2 ;- G.L. 6 3 4x21 ;- -; G.L. 6 3/4x37 1/2 ;-_ G.L. 6 3/4x21 G.L. •-- F / I � G.L. 6 3/4r_o ;---; G.L. 3,!4x21 G.L. 6 3/4x37 1/2 , G.L. 6 3/4x21 ;""-; G.L. 6 3/4x37 1/2 ;-- I G.L. 6 3/4 I R=1200' I -- R=1200, - -1 R=1200, I R-1200' R=20 CIO Ij 0 w ❑ I � 3 r,ZIN - Alt A11� I I I I AlI _ I I „ I All A81 I I t I I I I y O. © U \J C) (�> C 1� OC © a .�© 11., A2 CC) _-' O •-----• O 14 •----- J •----- O - -- (C) ----- � -----' o 4a f3 << �t w R10 Jp s sT h l2 ss s. JJ sr Al2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �� ❑ ❑ ❑ ❑ 2p 2e 2i� 3-11" AT GRID c _ d . Ie 27'-6" Z Foundafion Plar�Fra in Plan �. °L +�• r FINISH FLOOR ESE'/ATION: 153.70' 0 8 16 _ 32 48 FT 0 Z r� 0Z 0 ��.• e"' Z •c---t LL 7 I i M a LL KEYNOTES O' FOOTING SCHEDULE 1. CONCRETE FILLER STRIP. SLAB REINFOPCING 19. 10d AT 4" O.C. AT PANEL EDGES: CONTINUOUS THROUGH JOINT WHEN TOP OF FOOTING 8d AT V-0" OX. FIELD NAILING. IS 2'-0" OR MORE BELOW TOP OF SLAB. ,r ' MARK LENGTH WiDTI- DEPTH LONGITUDINAL TRANSVERSE REMARKS 20. 10d AT 6" O.C. AT PANEL EDGES: REINFORCING REINFORCING 2. 5" CONCRETE SLAB ON GRADE WITH 6 x 6 W1.4 x 1.4 10d AT V-0" O.C. FIELD NAILING. 5'-9 ' �•�' O 1'-1 (6) #5x5 W.W.M. OVER 6" CLEAN CRUSHED BASE. 5'-9" " '3" (6) #5x5'3" _ 21. (2 ROWS 10d AT EACH 6" O.C. STAGGERED AT EACH CLU LAM I -O -! - - 3. CONTROL JOINT • 2'-6" O.C. f. SEE DTL. 9/A11. BEAM FOR FIRST 8'-0" FROM BUILDING EDGE TYPICAL. • I 1, B 9'-0" 5'-0" 12" (6) #5x8'6" (9) #5x4'6" (NOT TO OCCUR ,,,=R FOOTING) ' �D T1,41 ,I , 11 „ , 11 22. SIMPSON 176215 EACH PURLIN, © 8'-0" 5 -0 12 (5) #5x7 6 (8) #5x4'6" _ 4. CONSTRUCTION JOINT • 25'-0" O.C._ SEE DTL. 10/A11 SEE DETAIL 4/Al2. © 4'-9" 4'-9" 12" (4) #5x4'3" (4) #5x4'3" LOCATE 3'-0" MIN. FROM INTERIOR FOOTING EDGE. 23. SIMPSON HC7-7 HINGE CONNECTOR.(TYPICAL • GRID 10.2 ONLY) - - 5'-3" 5'-3" 12" (5) #5x4'9" (5) #5x4'9" DETAIL 5. 8" DIA. STANDARD STEEL PIPE OR T.S.7x7x3/16 SEEIL 1/Al2 DATE: (�E 6. 9'-0" x 10'-0" DOCK HIGH DOOR TYPICAL. 24. SIMPSf N ST12 STRAP TIE AT 4'-0" (SUB PURLIN 6/22/90 TO TOP PLATE). 1/2 NAILS TO TOP PLATE, 1/2 DRAWN BY: 7. 10'-0" x 12'-0" DRIVE-IN DOOR TYPICAL. NAILS TO SUB PURLIN. SEE DETAIL 9/Al2. STS 8. 3'-0" x 7'-0" HOLLOW METAL DOOR AND FRAME W/ RAINCAP. 25, SIMPSON MST48 EACH SIDE OF GLU LAM BEAM AT CHECKED BY: 9. ALUMINUM STOREFRONT GLAZING SYSTEM. HINGE CONNECTION TYPICAL. SEE DETAIL 1/Al2 26. SIMPSON VB-10 AT EACH GLU LAM BEAM AT PURLIN ` 32 19 19 3 11 1G. 6" x 6" DOWNSPOUT. LINE LOCATED NEAREST THE COLUMN EACH SIDE. SEE WALL. REVISIONS: SECTION 2/A9. (SUBSTITUTE VB-12 FOR VS-10 Szo _ sz-o" -_ 11. SIMPSON SA36 ACROSS EACH GLU-LAM BEAM AT 0 6 3/4 x 3/ ,/2 G.L. BEAMS.) EACH PURLIN TYPICAL. SEE WALL SECTION 2/A9 12. BUILT UP ROOF. 27. ELECTRICAL ROOM. �\e 28. SPRINKLER RISER. � \ 13. 5/8" PLYWOOD ROOF SHEATHING. \ \ 29. ODD PURLIN BAY. 14. 2 x 4 D.F.--L#1 SUB-PURLINS AT 2'-0" O.C. WITH SIMPSON F24N AT EACH ENO. 30. LADDER. SEE DETAILS 11/A11 AND 121A11 C� 15. 4 x 14 D.F.-L #1 W/ SIMPSON HB414 31. NOT USED. TYPICAL FROM GRIDS A-C. 32. 10d A7 3 1/2" O.C. AT EDGES, 10d AT V-0" O.C. FIELD. \ 16. SIMPSON HC7-5 HINGE CONNECTOR, SEE DETAIL 1/Al2. TYPICAL UNLESS NOTED OTHERWISE, 33. 3'-4" x 7'-2" ALUMINUM WINDOW FRAME WITH GLAZING 24 - -•-< 24 17, G.L. 2 1/2"x21" 20F-V4 PURLIN TYPICAL GRIDS C-G 34. 2' •0" WIDE, R8 RIGID INSULATION INSTALLED W/ 2000' CAMBER AND SIMPSON HWU2.621 BELOW SLAB IN SHADED AREAS ONLY EAACH END W/ MIN. 4440 VERTICAL 35. NOT USED, ��MACKERM SAITo d ASSOaATES, P.0 2� , DOWNWARD CAPACITY dt 290# UPLIFT CAPACITY. ,ppo.ALL RI){T$RESERVED \ \ \ �� �� _� 36, 10d AT 2 1/2 O.C. STAGGERED W/ 3 x 4 NO. 2 DF-I. THESE. °RANAN°S ARE THE PROPERTY OF II \ \ \� \ \ \ \\, \� / / 18. ROOF SCUTTLE, SEE DETAIL 15/A 12. AARRE NorlETfi eE u o°R°C'tRc Roou(USA) IN ANY UM14ER E%SEPT WITH THE PRIOR %,/ i \,\\ �•\\ \ \\'.`\ \\ i WRRTEN PERMISSION OF MSI i ��\ .�i ;i�,� ��/ SHEET A2 Roof Nailing Plan _ +_ _ JOB N0. of 12 N.T.S. SHELL PERMIT SET 7i" 3 %90 P290231 PRICING SET 6/22/90 1 ' � + I _ . _ _ _' .,.: ' • .._.. �. r. ��i�•�_1 � 111 1 Irl , 1 �I1 1 '► 1 1 1 1-111 1 1 1 1 1 1 Ilti I I ! I I I(( I I 1 1 I 'I'."^>�I 11 t l i�,cu6tutn-!.,..a.,..«.--.'F-1+a1T*...--•• Jill IIIJIII III n.,..� �IIII111�'11�111I1111111�1IIIIIIIIIIII1111 lllllllllllllllllllllllll111.� 1 2 3 4 5 6 7 19 9 10 11 I NOTE: IF THIS M 1CROF 1 LMED +"'�'�""°"�"•"�` '•�� --- ---___ �._- _�_ DRAWING IS LESS CLEAR THAN THIS NOT1Ci,'TT IS DUE TO 111F QUALITY OF THE ORIGINAL DRAWING. -- OE 6? 92 a 92 Sz ►Z EZ t2 IZ 0Z 61 91 CI 91 SI b1 EI 21 II 01 6 9 l 9 Sf b r Z I"•"" i dlllllllflllllllllllllll,1,lll,HIHHIHnIuH111u�iniloNIH1111,IdHMIHHI•}11110Hh1NINNIuuIIn111u1�11:IInnIHf11N,IInnlllnlu 1111nIuIlIIIIlI1111IIIIlIIIIIIIII<)111I�IIII�IIIIIIIIIIIINIIwIu1111H11HHI1H11i1NlnnhullutllnuluublulwlllluhluhulluUhll, FEBRUARY 28 19 92 3 0 2 < 3 5 8 <,> 0> Jw • 2'-6" -2--0" V-15" 5'-7 112 -7 i/r- TYPICAL DRIVE-IN - DOOR - 0- __ 0 P EL L (21) BAYS AT 25'-0" 251-0" 2 `-0" g, 2 ----2-31-0" 25'_ A 1_1­131'__�- L 25, 2's. 25 _0­ 112' "J 5'-7 no Z 10 0 I < 0 17 v 17 0?v v v ♦ v v 7 0\ 17 v v v v v 17, v v v v L 0 U) uj t �21 4 E EQ LL < V) Al A10 A10 f. l�]_J EQ E EQ a co -2'-6- 2. ZO 2'-6" d" av� w:* z 0 uz WCD OInuj x In Or) Ln N 2 --JN (on w---;� t od 'D 0 0 L0 0 Q_� N t P, Lu F- w cr) Tci Z CD O cu w c*4 0 TV r L17 co v d Fn CL Z 0 in it - -j------ 30 w 20 101 ,\ 51-7 112*',-- 5'-7 1/2" 0 co qw-/4 13-9„ 4_1 R.O. 9--6" < co - DOOR HANILL Z BUILDING D FLOOR PLAN SLAB PLAN Z a. 0 8 16 32 48 FT a: E5 50 0 LL 1cx 'P"ORTU, KEYNOTES �$ 'OF 1. CONCRETE FILLER STRIP. SLAB REINFORCING 19. 10d AT 4" O.C. AT PANEL EDGES: ATF: CONTINUOUS THROUGH JOINT WHEN TOP OF FOOTING 8d AT 1'-0" O.C. FIELD NAILING. 6/22/90 IS 2' -0" OR MORE BELOW TOP OF SLAB. 20. 10d AT 6" O.C. AT PANEL EDGES: DRAWN BY: 2. 5" CONCRETE SLAB ON GRADE WITH 6 x 6 W1.4 x 1.4 10d AT 1'--0" O.C. FIELD NAILING. STS W.W.M. OVER 6" CLEAN CRUSHED BASE. 21. W( ) ROWS 10d AT EACH 6" O.C. STAGGERED AT EACH GLU LAM CHECKED B : J. CONTROL JOINT * 12' -6" O.C. +. SEE DTL. 91'Al 1. M FOR FIRST 8'-0" FROM BUILDING EDGE TYPICAL. (NOT TO OCCUR OVER FOOTING)- 22. SIMPSON ST6215 EACH PURLIN, REVISIONS: 4, CONSTRUCTION JOINT 111, 25'-0" O.C.__ SEE DTL. 10/A11 SEE DETAIL 41Al2, LOCATE J'--O" MIN. FROM INTERIOR FOOTING EDGE. 23. SIMPSON HC7-7 HINGE CONNECTOR.(TYPICAL 0 GRID 10.2 ONLY) 5. 8" DIA. STANDARD STEEL PiPE OR T.S.7x7x3l16 SEE DETAIL IIA12 6. 9'-0" x 10'-0" DOCK HIGH DOOR TYPICAL. 24. SIMPSON ST12 STRAP TIE AT 4'--0" (SUB PURLIN TO TOP PLATE), 1/2 NAILS TO TOP PLATE, 112 7. 10'-0" x 12'-0" DRIVE-IN DOOR TYPICAL, NAILS TO SUB PURLIN, SEE DETAII 91Al2. 8. 3'-0" x 7'--0" HOLLOW METAL DOOR AND FRAME W/ RAINCAP. 25. SIMPSON MST48 EACH SIDE OF GLO LAM BEAM AT 9. ALUMINUM STOREFRONT GLAZING SYSTEM. HINGE CONNECTION TYPICAL, SEE DETAIL I/Al2 26, SIMPSON VB-10 AT EACH GLU LAM BEAM AT PURLIN 10. 6" x 6" DOWNSPOUT. LINE LOCATED NEAREST THE COLUMN EACH SIDE. SEE WALL SECTION 2/A9. (SUBSTITUTE VB- 12 FOR VB-10 11. SIMPSON SA36 ACROSS EACH GLU--LAM BEAM AT 0 6 3114 x 37 1/2 G.L. BEAMS.) EACH PURLIN TYPICAL, SEE WALL SECTION 21A9 27. ELECTRICAL ROOM, 12. BUILT UP ROOF. 28. SPRINKLER RISER. 13. 5/8" PLYWOOD ROOF SHEATHING, 0 UACkENZIE/SKTO&ASSOCLArES, P 29. ODD PURLIN BAY. 1990,ALL MONTS RESERVED 14. 2 x 4 D.F,-L#1 SUB-PURLINS AT 2'-0" O.G. "ESE DRAWINGS ARL THE PRO11FR77. WITH SIMPSON F24N AT EACH END. 3"). LADDER. SEE DETAILS I I/Al I AND 121AI I VALKENZIL,WO &AS:,0CAATj S.PL �W- kRE NOT T,,O HE USED OR RFPRO[)!JCF:' N ANY MANNER, EXCEPT WTTH T141 6. 4 x 14 D.F.--L11W1 SIMPSON H6414 31. NOT USED. NR17EN fy.RMIS,&ON OF USA TYPICAL. FROM R,DS A-C. 32. 10d AT 3 112" O.C. AT EDGES, 10d AT 1--0" O.C. FIELD, SHEET 16, SIMPSON HC7­5 HINGE CONNECTOR, SEE DETAIL IIA12. 33. 3'­4" x 7'-2" ALUMINUM WINDOW FRAME WITH GLAZING TYPICAL UNLESS NOTED OTHERWISE, 17, G.L. 2 1,12"x21" 20E-V4 PURLIN TYPICAL GRIDS G-G 34. 2--0" WIDE, R8 RIGID INSULATION INSTALLED W2000' CAMBER AND SIMPSON HWU2.621 BELOW SLAB IN SHADED AREAS ONLY A3 F�CH END W,1 MIN 4440# VERTICAL 35. NOT USED. DOWNWARD CAPACITY& 1.290# UPLIFT CAPACITY. 36. 10d AT 2 112" O.C. STAGGERED W1 3 x 4 NO. 2 DF-L 18. ROOF SCUTTLE, SEE DETAIL 15/Al2. OF SHELL PERMIT SET 7 / 3/90 '11 N 1. PRICING SET 6/22/90 P290231 -A.erormm�ww Mma X.";"Kwm fts 11111111111611111111till I 1j�'1j11IIrljj1jIjIj 111111111111 fill 1111111p lItI1111111 I I I I I III I 11111111111111 f11111111 I III 1111101 it fill NOTE: IF THIS MICROFILMED 3 4 5- 6 7 8 9 6 11 1 DRAWING IS LESS CLEAR THAN THIS Notj 01, 17 IS DUE TO THF QUALITY OF 1W ORIGINAL DRAWING. 0c C;! 92 L7 9z G2 V2 cz 22 12 0z 61 al il 91 51 IF I EI 21 11 01 6 9 L 9 r3 IF E FEBRUARY 28 1992 3 0 1 1 < 4 S6 <7> 8> < 9 10 11 (2 ) SAYS AT 2s'-o" 1 w All ---- z 4 I 5 w A9 AS T/PARAPET AT GRID A ^ 0 �: 12 13 14 15 �12 zI`^> t 'J �' e� a A ❑ D `A 12 � �� A l►1 E v �/� l3 3'-11" CD Z ---- - - e u o n e s • Ie ( R12 7 e ro 7t A ; ; ;-----, ;-----; ;- - ; ----; -----; ;--- - --- - L - Ljl w W o V - --- - - - - -- -- - _ N --- - � : : : : : T -- -- ! ----- ---'n \C� _ c © © 35 �l�y c (c cJ, (c - - c c lc EmilI 1 1112 11 \'� 1 t -� Q 1'- z N LL Al2 Al2 U (oo W T/BEAM Y T/BEAM V J m O Ln 0 a �25'-s" --_ - Y � o of _ O � 25'-0 GRIDS 83-81 1 A A (A A CA z G.L. 3/4 1,'2 A G.L. 6 3/4x21 ;-,/� G.L. 6 3/4x37 1/2 ;_--; G.L. 6 3/4x21 G.L. 6 3/4x36 G.L. 6 3 4x21 G.L. 6 3 4x37 1 2 ---. N Q Lj N <N -- U B / / / -"- G.L. 6 3/4x21 ;- -; G.L. 6 3,/4x,37 1/2 G.L. 6 3/4x33 G.L. 6'3/4x21 cc S o ^ �\ R=1200' : - - R=1200' : - R=1200' -- R=1200' :-- -- R=2000' :-- R112 -+ -; L Q000 wi Ate rL LnT/BEAM T/B�G 26''-0" 25'-7 1/2" GRIDS CJ--C11 (ADO25nA ^/ Lij--- GG.L. 6 3 4x37 1 2 I I G.L. 6 3 4x21 --, •---• ---. A U E C _ _- / / / G.L. 6 3, 4x37 1/2 G.L. 6 3/4x21 G.L. 6 3 x36 , L� G.L. 6 3/4x21 .1 / ••-�--i 1 • I �...,_ G.L. 6 3/4x37 1 2 G.L. 6 3/4x21 '" 1 G.L. 6 3 4x37 1 2 ;" G.L. 6 3/4x33 G.L. 6 3/ ?.1 R=1200' �-•1� I H - -- i • i 11 N i / / i • R=1200 •-_-• •-_-. R=1200 :---: R=1200' e - - --- -- R=2000' --- R112 : G7 w C G b - (D12 O 1 ' E-I C CJS 1- �' (f) CDr/BEAM r/BEAM ;;�� 26'-6" - CD L- /D 26'-J" GRIDS D3-DII C� A Cy U OA A A G.L. 6 3/4x37 1/2 ;'- G.L. 6 3/4x21 G.L. 6 3/4x37 1/2 G.L. 6 3/4x21 G.L. 6 3,/4x36 G.L. 6 3 4x37 1 '2 G.L. 6 3/4x21 CL LlJ N 0 � - � --+--- � � .,.L. 6 3/�x21 1 � •---• � --. Z - R=12(00' I . G.L. 6 3/4x37 1/2 G.L. 6 3/4x G.L. 6 3/ 1 ---' - R=1200' ,Ij R-1200' R-2000' :___: ..� - R 12 i11 A 1 ■■ff��■■'�1■ Cc. -� •c, T BEAM, T/PLATE 2T-8" GRIDS 1dt12\ O Z BEAM _- r/6EAM •^ � OA �'-10 1/2" GRIDS E3-E 1 1 \^� (q l;-� �AJ ,� �\ � (B I �•i• Z F- 0 G.L. 6 3/4x37 1/2 G.L. 5 3/4x2.1 ;'-i, G.L. 6 3/4x37 1/2 ;""-; G.L. 6 3/4x21 G.L. 6 3/4x36 OA CA) G.L. 6 3 4x21 - v G.L. 6 3/4x21 \J G.L. 6 3/4x37 1/2 -1" G.I-. 6 3/4x33 ---' G.L. 6 3/ 21 1 �. / G.L. 6 3/4x37 1/2 ;' -- R=1200' R=1200' :__-: R=1200' :_-_: R=1200' 44 R=2000' ; R412 i ZI e 5� 9 7 1 I � I 11 17 •"(- All Al2 � 1�_6 All All 1 I I I I I I 1 " /�\ � �I-_ : : ^ O - -- o 14 �J31-1111 L=1 42 a, A10 �� Al2 �� �t 7D ze 27 `A) T/PLATE AT GRID G O 1 I 4u Now Foundation Pian/Framing Plan CL FINISH FLOOR 157.5 0 8 16 32 48 FT Z V Z .....' Z u- D � O LL KEYNOTES 0 FOOTING SCHEDULE 1. CONCRETE FII_L ER STRIP. SLAB REINFORCING '8. ROOF SCUTTLE, FEE DETAIL 15/A 12. -- -- CONTINUOUS THROUGH JOINT WHEN TOP OF FOOTING LONGITUDINAL TRANSVERSE - IS 2'-0" OR MORE BELOW TOP OF SLAB. 19• 10d AT 4" C'..;. AT PANEL EDGES: MARK LENGTH WIDTH DEPTH REINFORCING REINFORCING REMARKS 10d AT V-J" O.C. FIELD NAILING. 2. 5" CONCRETE SLAB ON GRADE WITH 6 x 6 W1.4 x 1.4 20. t Od AT 6" L .C. AT PANEL EDGES: A 5'-9" 5'-y" 1'-1 1 (6) #5x5'3" (6) (/5x5'3" W.W.M. OVER 6" CLEAN CRUSHED BASE. _.-- 10d AT V-0 ' O.C. FIELD NAILING. t POIMAI'? .' Q 9'-0" 5'-0" 12" (6) #5x8'6" (9) #5x4'6" 3. CONTROL JOINT, SEE DETAIL 9/A11 (NOT TO OCCUR21. 2 ROWS 10d A7 6" O.C. STAGGERED AT GLU LAM --- - - ------ OVER FOOTING). r 0 8'-0" 5'-0" 12" (5) #5x7'6" (8) #5x4'6" AM FOR FIRST 8'-0" FROM BUILDING EDGE TYPICAL. 4. CONSTRUCTION JOINT, SEE DETAII 10/A11. LOCATE O 22. SIMPSON SA36 WITH (1 1) 16d INTO EACH PURLIN, DATE:D 4'--9" 4'-9" 12" (4) #5x4'3" (4) #5x4'3" -�� 3'-0" FROM INTERIOR FOOTING EDGE. ) - SEE DETAIL 21Al2. 6/22/9;1 Q 5'-3"- 5'-3" 12" (5) #5x4'9" (5) #5x4'9" 5. 8" DIA. STANDARD STEEL PIPE OR T.S.7x7x3/16 23. (NOT USED) DkAWrI BY: 6. 9'-0" x 10'-0" DOCK HIGH DOOR TYPICAL. STS 7. 10'-0" x 12'-0" DRIVE-IN DOOR TYPICAL. 24. SIMPSON ST18 STRAP TIE AT 4'-0" (SUB PURLIN C� F _r ED Hr TO TOP PLATE). 1/'2 NAILS TO TOP PLATE, 1/2 8. 3'-0" x 7'-0" HOLLOW METAL DOOR AND FRAME. NAILS TO SUB PURLIN. SEE DETAIL 9/Al2. 1 1 1 9. ALUMINUM STOREFRONT GLAZING SYSTEM. 25. SIMPSON MST48 EACH SIDE OF GLU LAM BEAM AT I'.EVISIONS; HINGE CONNECTION TYPICAL. SEE DETAIL 1 Al2 48'-0" 48,_0„ II Al2 -Q' 10. 6" x 6" DOWNSPOUT, , , ,-o„ 26. L SIMPSON VB-10 AT EACH GLU LAM BEAM AT PURLIN -I* $ 11, SIMPSON HSA-32 ACROSS EACH GLU-LAM BEAM AT LINENE LOCATED NEAREST THE COLUMN EACH SIDE. SEE WALL EACH PURLIN TYPICAL. SEE WAL _ SECTION 2/A9 SECTION 2/A9, 12. BUILT UP ROOF. 27, ELECTRICAL ROOM, 0/ N% \ �\�\ ,';`�\ �\�\ \ \\ 13. 5/8" PLYWOOD ROOF SHEATHING, 28. SPRINKLER RISER. o \ \ �\ 29. ODD PURLIN BAY. o 15' \ \ \ \ \ 14, 2 x 4 D,F.-L#1 SUB-PURLINS AT 2'-0" O.C. \\\\ \'\\, \\�\\'\� / 21 WITH SIMPSON F24N AT E.AGH END. 30. LADDER. SEE DETAILS 1/A1 AND 2/A1 ���`•;\ �\ \� / / 15. ST62.5 • 0'-0" O.C. SEE DcTAIL 2/Al2 31. 4 x 12 D.F.-L #1 PURLINS WITH SIMPSON B412 16. SIMPSON HC7-5 HINGE CONNECTOR, SEE DETAIL 1 Al2. AT 8'-0" O.C. TYPICAL AT GRIDS F-G, 24 /� \ \��\\ \ '\\�;� / - 4 1 7. 4 x PURLIN DEPTH U.F. 1 L / 32. 1 AT \�• EDGER WITH (4) 3, 4 DIA. Od 3 1/2 O.C.O.C, AT EDGES, 1 -0 O.C. FIELD. ANCH-R BOLTS '+T EACH PURLIN (4 1/2" / \\ ,\ \\\' \\� \ /// MINIMUM EMBEDMENT). SEE DETAIL 2/Al2, 33. 3'-4" x 7'-2" ALUMINUM WINDOW FRAME WITH GLAZING �, \ \ \\` \ \ ©AUp(ENiIE/SAITO k kSSOMTF.S, P.I- 34 22 �\ \` \ \ \\�\\� \\ '\ / 34. 3 x 4 D.F.-L#1 SUB-PUPLINS AT 2'-0" O.C. .,"ALL RIGHTS RESERVED THE';E DRANANGS ARF. THE pROPERir OF X � \ 3'} WITH SIMPSON F34N A7 EACH END. \�\\ \ \,\ \ ` \N ARL NOTIE'S E A,ASOR REFIS,PG(MSA) ME N01 1'0 BE USED OR REFRODUH'ED / \ \ \/ , , , IN ANY MANNER EXCEPT WITH THE PRIOR \ 35. ? >< 6 L F-L 2 SUB-PJRLtNS A. 2 -0' O.C. WRIfiEN PERMISSION OF MSA. \ WITH SIMPSON F26N AT CACH END, FIRST 8'-0" FROM PANEL SHEET \ \ 36. 10d AT 2 1/2" O.C. STAG,ERED W/ 3x4 NO. 2 DL-L A4 _Roof --Nailing Flan_ __. _ ,,r� N�. OF 1 2 N•T•;• SMELL PERMIT SET 7 / 3 /90 _ PRICING SET 6/22/90 P290231 M I � b _ ` -.- - _..� � - - y �'` _'�'. .-(�• .- S ?'FR'�'!•,- '*. -:-•�i!!�n_.1�C` ^MI�+'w'a...Nw.w•.,...,nw.n.•., ' � 1 -' �FIII� t11I111 illlill I I�h E I tI•I 1 I !It 1 I IIII11111 (11 �III1�1 III Ili I�Y IIIItIIIIIf III III 111 III III III 111 (�l III III III 111 111 III tlt III Ili (ll III III 111 ISI 111 It1. } 1 I I I I III III III I l ! � � ► I � I I I I I I l i l I I I l I �) I I I I I I I 1>I NOTE: IF THIS MIGROFILMEt I 2 3 ---1 -- e 10 (( DRAWING IS LESS CLEAR T14AN - TNIS NOTICE IT IS DUE 10 THE WAI1TY OF TW ORIGINAL DRAWING. 4E R2 92 17 92 57 12 E2 22 12 HTZ 61 91 U 91 Sl bi cl 21 It 01 6 9 L 9 S�""'r b E dIII11l1IHulunit,ulunllrllRHlutflulllUlllglInulnnhlElluulunitHllnuIIIIIIIIIilIt11II11111111Itil!IVIII,fIlI1111I1fJII1111IIIIIIIIIIIIIIII�:IIIt11111111III11II111IIIIlIIIIlIl11;IIIIIIIpIlllilllllll1111I11111t111IIIItIN11I�U1u1>s71111III11IlIIlI1111I1111II1lIIUIIIIWIII fes., .... •Ye FEBRUARY 28 19 92 1 2 < >3 4 5 6 7� 10 1 1 4 1 J A9 A9 Eii [T11 Lil Ell EO _ I/ rtAP PAET ' 1 -- -- - --- -- � �19 16 A 12 - - --- -- - -- Q. -- --- - ---- -- -- -- - - - R 12 r` T FIN.FLR. ELEV..,0.0' - — -- - - — - I LLJ — CD L z m - y _ .r a L S 18 S r U a o o A9 Al2 R11 All R12 R11 Z W z uj oo 4 Ya LmOg v3ZI South Elevation KEYNOTES d Q � c)I C SEE DETAIL 1/A5 FOR TYPICAL STRIPING PATTERN 0 8 16_ _ 32 48 FT od 1 DOCK BUMF-LR, TYPICAL - SEE DETAIL 2/A5xt a a;;'. FOR SOUTH, NORTH, AND EAST ELEVATION - ALUMINUM STOREFRONT GLAZING SYSTEM 3. 9'-0" x 10'-0" DOCK HIGH DOOR (P-3) 4. 10'-0" x 12'-0" DRIVE IN DOOR (P-3) W 5. GU ITER WITH 6" x 6" DOWNSPOUT. SEE DETAIL 12/A 12 F" 6 3'-0" x 7'-0" HOLLOW METAL DOOR AND FRAME Z 7. CAP FLASHING (P-3) W AC 8. PAINTED SOFFIT ` C i 9. 3'-0" x 7-0" MANDOOR WITH PAINTED C Z C MDO PLYWOOD PANEL ABOVE (P-3) �. 10. TILT UP CONCRETE WALL PANEL v, L T/PARAPET — 11. 6'-0" x 7'-0" ALUMINUM FRAME WITH GLAZING w N o 12. PAINT STRIPE - SEE DETAIL 1,'A5 rrz 13. FOOTING BELOW �" v, D � �- X , ,4,. ,o., 12's? 6-0" - - 14. ROOF BEYONL mCO _ I 20 - - -- 15. GUTTER � C^ HT2 -- —�-- 16. PAINT COLOR (P-1) a z vJ T IN.FLR. 17 PAINT COLOR - I D j - -L--L - 18. PAINT COLOR (P-3) C 11 J 3 LJ H9 z West Elevation —� SEE DETAIL 1/A5 FOR ,TYPICAL STRIPING PATTERN 0 8 16 32 48 FT FOR SOUTH, NORTH, ANC EAST ELEVATION F- oc/) Z Z �o � U ~ 7 6 5 4 3 2 1 � Lu c Z J e n le is t♦ t� C 1 o D [L I D I a L_I I T PLATE T PLATE I to I T FIN.FLR. ELEV.m0.0' - --- - -- -_ -y-.------.-�_- --- _ ,-y--- - - - - -- - ----- -- - - -- -- - - - - - FLR. s 1g �w01;' North Elevation �F SEE DETAIL 1/A5 FOR TYPICAL STRIPING PATTERN 0 8 16 32 48 FT w DATE: FOR SOUTH, NORTH, AND EAST ELEVATION 6/22/90 >I DRAWN BY: STS CHECKED BY, 16 REVISIONS: io 1 16 Ir i Al2 G 18 C — 17 F 2-11 T/PMtAPET20 17 ------ - - T1,1 ev, I , ,. -- -- / MACK NZIE/S ITS a,ASSOCIATES, n L AL - - - - —`- `--- ---_-------` THESE DRA�WING$ARE THE.PROPERTY Of _ \\ - -- AREENOtIE70 BEOUSED OP RE RbDUCED I U ELEV O \ IN ANY MANNER,EXCEPT WITH THE PR101 _ T FIN.FLR. - _� - - - — - - WRITTEN PERMISSION OF MSA. A -00' - -_-• SHEET -- 56" --- I fl' �1 ._------- East_ Elevation_ SEE DETAIL 1/A5 FOR TYPICAL STRIPING PATTERN W 0 8 16 32 1 PAINT STRIPING _ 2 DOCK BUMPERS F 12 FOR SOUTH, NOR FH, AND EAST ELEVATION _ RS 1/411 = 11-011 A5 - - 1/411 -- 11-011 - 'I IH P10. SHELL PERMIT SET 7 / 3 / 90 P290231 PRICING SET 6/ 22/90 _-rel* j11�111111111+f1111111111jh1l�MIII111 1111111 11111jII11111jI�tij111�1I11'11111 Illlljl 111111 1111111 Ijtltjfllllllll Illllll 1111111 IIIj11111IIjIlI 1111111 IIIIfII IIIjIII MIIj11M1MIMIIMI � NOTE: I F THIS MICROFILMED I 2 3 4 5 d 7 8 9 10 - 11 - I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TFE ORIGINAL DRAWING. - -- - -----'-- CE 62 9Z 1 92 S2 b2 EZ 22 12 02 61 91 LI 91 SI bl EI 21 11 01 6 9 L 9 S b E 2 1„ ►nlullluu unhul uulNn Huhu unlun nfllnu nnhlu nnlMw ,nlnn Hnh1u nuINNluulnMllnuinulnulnnlnnhl Ilnnlnll nnlnllluuhullnldun IudndllnlbulluuluuLulhnl nulnnlnnhlulwdMulllllllltlUulllfulu1111111I1Wllll ,t FEBRUARY 8 1992 30X _ 1 2 3 10> < 1 1 14 .. 14 17 « 15 ., ) �„ ;I) �'° 1:� ❑ ;1 » 16 0 � �� ❑ ❑ 1 r; ❑ 16 C� ❑ 15 [All 1 S ❑ 1 �� } 17 1 Q 16 1� s 1�-� I 3� � ,: � „� z. I zti SEL c ILII 1 1 SEE n II 1 III SEE __ SEE_ SEE SEE _ .,kE _ SEE __ SEE SEE _ SEE SEE SEE _ SEE SEE SEE 11�I I I I III PANEL 27 I �- 11 6 PANEL ( 29_I II Iii I PANEL [��-_, PANEL 2s PANEL 4s PANEL � PANEL [29 PANEL [ 3 PPANEL ��� PANEL [28 PANEL Los PANEL �C, PANEL C j PANEL L] I PA ( 41 PANEL [4s] O All z F- - ---- - - IFj X11 a w • WC,:ql � lilt � 1 W .� :E 0 NU j I 1 0 4 3 c>✓ 8 17 4 } Q c-)w Q Lu (n �r � C/) rn Y ) 3p't South ElevationQ = 0Q� CC U cr,xr, PANELS THIS ELEVATION T=6 1/2" 0 8 16 32 48 FT L od Q O a``' PANEL NOTES KEYNOTES CC w PANEL ELEVATIONS DEPICT REINFORCING TOR TYPICAL (2) #5 EDGE BARS EXTEND FULL HEIGHT TYPES, NOT EVERY PANEL IS SHOWN. SHOP DRAWINGS FOR ALL PANELS TO SHOW 2. (3) #5 EACH FACE, 12" O.C. C p E F :4r ORCEMENT NOTED ON PLANS, ELEVATIONS, 1,1J � G ' DETAILS, AS WELL AS ANY ADDITIONAL S. (4)_#5 EACH FACE, EQUAL SPACED OA B kLjNFORCEMENT REQUIRED FOR LIFTING OR L— U c– INSTAL LATION. 4. (5� J5 EACH FACE, EQUAL SPACED (u o B. PANEL DIMENSIONS ARE NOMINAL. COORDINATE 5. (4- 5 EACH FACE, AT 12" O.C. Z PANEL SIZES AND SIZES AND LOCATIONS OF � vJ OPENINGS WITH PLANS AND ELEVATIONS, 6. (4 j/5 EDGE BARS & (1) #5 AT 12" O.C.niz L C. PLACE MAT REINFORCEMENT IN CENTER OF PANEL. 7. JOT USED a INSTALL ADDITIONAL SPECIAL REINFORCEMENT AS m —T---12 SHOWN ON PANEL ELEVATIONS AND DETAILS. 8. (5) #5 EQUALLY SPACED IN LOWER 2'-6" OF PANEL Z I 1 1 I 111 — Ilp M 111111 9. (6)-#5 EACH FACE, EQUAL SPACED L ll II SEES Ill 1 1 - III qil 1 1-__ qlq SEE 1 1 AL I. REINFORCING TO BE GRADE 60. • - t" PANEL s2 q T� PANEL 10. (2) #5 & (3) #5 • 8" O.C. li ll ill III'gIY I I IIiII II � TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: � it II III III 111 gill co i 1. (1) #4 BARS Al 1'-0" G.C. EACH WAY. II. #4 a 12" O.C. EACH WAY, TYPICAL 2. 5 12• (7) #5 EACH FACE, EQUAL SPACED •CL •� O # BARS AT ALL PANEL EDGES. Z 3. (2) 5 BARS AT ALL PANEL OPENINGS, ExTEND 13• 2) 5 EACH FACE • 12" O.C. GJ REINFORCEMENT 2'-0" BEYOND EDGE OF OPENING. --- - - --- --- -- 14. 2) #6 CHORD REINFORCEMENT o f" O.C. 13 17 13 2 17 4 17 4 9 17 9 WHERE REINFORCEMENT IS SPECIFIED IN EACH FACE: CENTERED 12" BELOW TOP PLATE) J 1. PROVIDE 1 1;2" CLEAR TO OUTSIDE OF WALL 15. 3) #6 CHORD REINFOR-EMENT s 6" O.C. AT EXTERIOR. CENTERED 12" BELOW TOP PLATE) u j 2. PROVIDE 3/4" CLEAR TO INSIDE FACE OF WALL_ 16. (4) #6 CHORD REINFORCEMENT • 6" O.C. West Elevation AT INTERIOR. ((CENTERED 12" BELOW TO° PLATE'' 3. SEE DETAIL 4,/A11. 17. (2)TEND 2'-0" BEYOND OPENINGS TYP. #5 AT PERIMETER OF PANELS & OPENINGS. EEX PANELS THIS ELEVATION T-6 1/2^ 0 8 16 _ 32 4 FT G. WHERE KEYED FOOTINGS ARE SHOWN, ALL REFERENCES ._y AND MEASJREMENTS TO TOP OF FOOTING SHALL BF FO L BASE OF KEYWAY. 0 �•..' F - p > Z W I <0> 1 10 � < 8 7 6 5 4 3 2 J{ 1 Z �0 14 a �Nj F� 6 5 , n � � ❑ _ a ❑ ca c� � ❑ I ❑ 1a 1 1' 1� 1� / `J I� ' I � � 16 1 F, 16 � 0— y 10� '�/ J U mr. r D D � SEE SEE SEE SEE SEE —SEE — SEE — :_IEE ' —SEE SEE �IEE SEE i — SEE SEE — — SEE — JEk _— I SEE— II SEE SEE W PANEL ❑3 PANEL [� PANEL z9 PANEL = PANEL 3 I PANEL E- ] PANEL 2s PANEL C] PANEL =3 I PANEL 2s PANE =] PANEL Lj PANEL zsJ PANEL [3 j PANEL = — PANEL 2s PANEL L3_j PANE_ za PANEL [ J7 III Ill U) III III, 13 17 13 North Elevation _ PANELS THIS F.:EVATION T-5 112'' 0 8 16 32 48 FT D ATE: --___—. 6/22/90 DRAWN BY: STS CHECKED H't: REVISIONcl: G F E D C B A 21 2t 1 1 , SEE PANEL ze SEE SEE SEE SEE PANELie� PANEL [sod PANEL5=2 PANEL Fs2 MAq(ENZtE;SAlfO k ASSOLUTE�, PL. 1840,ALL R144TS REARVEU THESE URAWINGS ARE THE PROPERLY of AAACKENZIE SArt0 AI ASSOCIATES PO(MSA) - E PRIOR ARE NOT 0 BE USED OR P!:'90DU IN ANY MANNER,EXCEPT W, RIDR WRITTEN PERMISSION Of M.' L •---_• ._-__. •--- , SHEET 9 17 9 A6 East Elevation 1'ANF nal', II-oA'I(lll I-h 1 0 8 16 32 48 FT OF 12 SHELL PERMIT SET 7 / 3/90 PRICING SET 6/22/90 P2902 ' II'IIIIII'i'I��IIlIh1�I111II�lIIIIItIIIIIIIIIIIIII�IIII�IIII�tI11111Itt11llr�, 111111 1IIIIIIIIIIIfill111I111111111IIII11I11111111111I1111111I1111111 1111f11IlIIIIIlI1111111I111111► NOTE: IF THIS MICROFILMED I ?y-- 3 4 `5 d 7 !e �0 II DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO T _ HF QUALITY OF THE -RIGINAL DRAWING, AE 62 e2 L2 92 S2 1,2 E2 Zi. 12 02 61 91 LI 91 SI t,I EI 7.1 II 01 6 0 L 9 S b- 11 2 I � III 114111111111f 111111I11111o1Jill 1111111,4111111u1I1111ill III if 111141 1 if I!III I I-11111 Il 1111111 11111I1111IH1111111II111IIIIIIIUIIIIIIII111IIIIIIIWIII 28 9 FEBRUARY 1 92 T�, r ^� 1 1 1 10 9 8 7 fi \ J 4 3 1 - ---�� y 1 AS , 20 1 ,9 ; 5 ,8 7 ,7 A 9 a- ,J 1=2 1 I U L)� L ! LTJ a LJ LJ L_J ❑ L--J T PARAPET O ? n --- I 19 16cr I ~ � _ _ _ —-- 12 -- fl 12 Al2 �_—_—_ --- ----- — —— -— - -- - --- - --- - - - Q 0 - X I IL- L ___'- -_ _ �� { - I 1 1 FT1 - - - - - - - ----- t\=- -.I =---. - - N (.) ,j �o 8 U 9 1 3 ^ 13 17 11 S 18 5 z 0 wo Ll wo 9 Al2 All R1� R12 A11 U (n m O rn Y v, C~� � Zv U Q In4N KEYNOTES u (5cr�I � North_ Elevation -- o , SEE DETAIL 1/A5 FOR TYPICAL STRIPING PATTERN 0 8 16 32 48 FT JOCK BUMPER, TYPICAL DETAIL 2,/A5 od 4 0 a SEE FOR SOUTH, NORTH, AND EAST ELEVATION - -- 2. ALUMINUM STOREFRONT GLAZING SYSTEM 9-0' x 10-0" DOCK HIGH DOOR (P-3) 4. 10'-0" x 12'-0" DRIVE IN DOOR (P-3) W 5. SCUPPER WITH 6" x 6" DOWNSPOUT. SEE DETAIL 121Al2 6. 3'-0" x 7'-0" HOLLOW METAL DOOR AND FRAME Z CAP FLASHING (P-3) V v F E DC B A 8. PAINTED SOFFIT MATERIAL Q3 0 0 9. 3'-0" x 7'-0" MANDOOR WITH PAINTED C ZC '4 MDO PLYWOOD PANEL ABOVE (P-3) "0 ''^^ 16- v! IL I 04 0 10. TILT UP CONCRETE WALL PANEL ccW 26 25 23 22 11. 6'-0" x 7'-0" ALUMINUM FRAME WITH GLAZING CL T/PNET 12, PAINT STRIPE - SEE DETAIL I/A5 13, FOOTING BELOW -Y �m CO CO -- 7 FIN.FLR. - - -- - - W 3 Z A9 East Elevation SEE DETAIL 1/AS FOR TYPICAL STRIPING PATTERN 0 8 16 — 32 mmmmm 48 FT FOR SOUTH, NORTH, AND EAST ELEVATION .rr 0 ci (j} Z F- 6 1 Z 3 4 �5 W _ Z _j 36 L-4-7 aF, 45 44 ' 43 4 42 1 40 39 38 37 35 Lij 34 33 3, 30 29 j 6..1 r Cl I ❑ ❑ ❑ 7TZPARAPE7 I I , - - — - ---- - 20 \ ` o - --- - - - - - -- ——_--- - - - - - E L E`/ 0 0 y .-�_ - - --- _•_�_ ._. .---- - - - - - - - - - - - - - - - - -.---- .- - -- - - - - - kip OF n� _ South Elevation DATE: SEE DETAIL 1/A5 FOR TYPICAL STRIPING PATTERN 0 8 16 32 48 FT 6/22/90 FOR SOUTH, NORTH, AND EAST ELEVATION - DRAWN BY: STS CHECKED HY: q B C D E F 52 I so as 49 -_J -_ - - - -- -- , „ , MACKENZIE/SAITO h ASSOCIATES.P 1990•ALL RIGHTS RLSERVED -'-------^- �," -f--- - I ----.---.-� THESE DRAWINGS ARE THE PROPERT/Of MACXENZIE'SATO 6 ASSOCIATES.PC MSA' ARE NOT 7.0 HE USED OR REPRODV D O _ - --- •I .- - IN ANY MIWNER,EXCEPT WITH THE PPIM WRITTEN PERMISSION OF MSA. T FIN.FLR. SHEET A7 a vilest Elevation F 1 SEE DETAIL 1/A5 FOR TYPK,-AL STRIPING PATTERN 0 8 16 32 48 FT FOR SOUTH, NORTH, AND EAST ELEVA110N - I SHELL PERMIT SET 7 / 3 /90 PRICING SET 6/22/90 P290231 1 ' � � , �" ) „� � - . . � I1�•I111 II'Iill Ijlllll ili,�lll 111IIIIIIIIIIIIIIIiIIIlIl11�`III1�llll1�111f111�1) 111 11 llll�llll111�llllllllllll111l11111111111IIIIIIIII111I111IIIIlll,ll11,�11,I,11�,11I111�III�i�1`If � .._ 4 ' � NOTE: IF THIS MICROFILMED i DRAWING IS LESS CLEAR THAN .THIS NOTICE, IT IS DUE TO RE QUALITY OF THE ORIGINAL - DRAMING. 4E 62 9Z LZ 92 S2 ♦2 E2 7-2 12 02 61 91 LI 91 SI UI EI ZI II 01 13 0 L 9 S b E - ' ,�111uNINNIHnbfNLInINIdNNII,nInNlunlmdunhndu��rndlNl�nd+NIhN1►N1II11uhN11uRIn111+nllnnlculnuhnfindunlnnhulhn1hn11nu�nldnnll11111nlinnbluclullulLulk:NLNdmllnnhul�u�nulunlun'>Ulhnllufdunl Y FEBRUARY 28 ,8 1992 130X I I 1 11> 1 10 9 8 4 3 2 ( _ j rl CJ ❑ I � ❑ , I F4 3 21 20 19 L_ t _J ,7 16 I 14 13 t2 ,t� ,\ EIC I 9 I ❑ 15 15 17 1(� lh 16 16 1F� 1� i lb 1� 16 11 -� 16 � 15 15 Q 14 14 � :. -tea®a a�sscsa'rsc:�asaets.=®cac>Qi. - s •"��.xca �>rc� S� =---= - / W _j 11 , SEE =i�a�� ,a«®�� +.� I I I III f-- o PANEL 2, II III ul _ ( I III �- 1 III PANEL [- O ,tE SEE SEE.___ SEE SEE SEE SEE , SEE SEE SEE SEE SEE � - SEES_ SEES 11) P SEE 2 I PANEL PANEL 7 PANEL PANEL [n1 I PANEL [r7 PANEL �» j PANEL U PANEL t._7 j rl PANEL [?� HANEL ,7 PANEL ,i PANEL [�] �ll - w P 2 PANF 17 PANEL =7 C� - � A ANF . I► Il (u ❑ I -- __ z w L N a Q z -' ,- -� - .- _, • ..._. --.-�__ 01 . . - . . _ _ . . � NJ foo 17 Vii/ 1 z . (.-) O 3 8 7 1% 3 - ��� O w Z'0 In �o X36 Z F- (/1 <N Q z o 1--r� S U •�� • rG Q O(1.n�[� North Elevation PANELS THIS ELEVATION T-6112" — 0 a 16 32 v cc PANEL NOTES KEYNOTES a' A. PANEL ELEVATIONS DEPICT REINFORCING FOR TYPICAL ;2) #b EDGE BARS EXTEND FULL HEIGHT PANEL TYPES. NOT EVERY ISSUBMIT SHOP DRAWINGS FORAALELL PANELOST 0 SHO'N 2. (3) #5 EACH FACE, 12" O.C. REINFORCEMENT NOTED ON PLANS, ELEVATIONS ' E, EQUAL SPED c w AND DETAILS, AS WELL AS ANY ADDITIONALREINF (4) 5 EACH F`�c AC >L� U F E C F3 q INSTALLATION. REQUIRED FOR LIFTING OR INSTALLATION. •i. (5) #5 EACH FACS, EQUAL SPACED � Q O O B. PANEL DIMENSIONS ARE NOMINAL. COORDINATE 5. (6) �j5 EACH FACS, AT 12" O.C. VJ Z PANEL SIZES AND SIZES AND LOCATIONS OF (2) �5 EDGE BA1?S & (1) �5 AT 12" O.C. ` U) V� OPENINGS WITH PLANS AND ELEVATIONS. 6, � z� 25 24 23 I 22 C. PLACE MAT REINFORCEMENT IN CENTER OF PANEL. 7. (3) #5 EACH FACS, EQUAL SPACED Q_ W O ❑ 17 I TI AL SPECIAL REINFORCEMENT AS „ INSTALL ADDI ON 17 SHOWN ON PANEL ELEVATIONS AND DETAILS. 8. (5) �/5 EQUALLY SPACED 1N LOWER 2'-6 OF PANELCD _ ------- -t-- .. ` SEE 1 1 ! — SEE U. ALL REINFORCING TO BE GRADE 60. (I � � 9. (8) i/5 EACH FADE, EQUAL SPACED �- PANEL a / �IU - Q PANEL L._ 10. !2) #5 & (3) #5 • 8" O.C. co ca III III I� II I�-- — r —� F. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: II III pligl I I 6 �- 11. #4 • 12" O.C. EACH WAY, TYPICAL W r^ II III IN 11 ( I. (1) #4 BARS AT 1'-0" O.C. EACH tbAY. 2. {2) #5 BARS AT ALL PANEL EDGES. 12. (7) #5 EACH FACE, EQUAL SPADED •C. Z F- II III 13. (2) #5 EACH FACE • 12" O.C. v/ O 1 3. (2 J/5 BARS AT ALL pANEI OPENINGS, EXTEND O.C. R INFORCEM NT ..'-0' BEYOND EDGE OF OPF.rJING. 14 CENTERED R12"RBELOW TOPPLATE)I E � (� --- -- - ' F. WHERE REINFORCEMENT IS SPECIFIED IN EACH FACE: 17 4 9 17 9 w 1. PROVIDE 1 1;2" CLEAR TO OUTSIDE: OF WALL 15. 3) //6 CHORD REINFORCEMENT • 6" O.C. AT ExTERIOR. �CENfERED 12" BELOW TOP PLATE) z 2. PRO✓IDE 3/4" CLEAR TO INSIDE FACE OF WAIL 16. 4) #6 CHORD REINFORCEMENT • 6" O.C. AT IN'TEk10R. CENTERED 12" BELOW TOP PLATE) East Elevation J. SEE DETAIL 4;'A11. 17. (2) #5 AT PERIMETER OF PANELS & OPENINGS. ♦♦�� EXTEND 2'-()' BEYOND OPENINGS TYP. v) PANELS THIS ELEVATION T=6 t;2" 0 8 16 32 48 FT G. WHERE KEYED FOOTINGS ARE SHOWN, ALL REFERENCES L AND MEASUREMENTS TO TOP OF FOOTING SHALL BE TO BASE OF KEYWAY 2 -- D �. G > C/) w w D � 2 3 010 1 1 102 J Z 46 45 I 44 a" 42 41 4U 39 JB 1 37 1 36 1 3S 1 34 1 31 1 Fi 32 1 S 3, 1 r- 1 E� 2B 1 17 1 4 47 14 ❑ 14 I ❑ 1 F44 0' ' ❑ t,l ❑ 16 ❑ 16 ❑ 16 —J SEE ====SEE_. .._SEE= _I SEE SEE SEE -' SEE ! SEE --SEE � SEE I —SEE— SEL— SEE —SEE___ _, ; — SEE '7EE SEE SEE SEE SEE z 27 PANEL 2T PANEL 27 PANEL Lei j PANEL �?! - PANEL L3(� PANEL 27 PANEL 27 PANEL 27 r PANEL [_] PANEL 27 j PANEL 27 I PANEL L_j PANEL ; PANEL 27 PANEL 0 PANEL 27 PANEL 27 PANEL [� PANEL [_ _ , PANEL r`] ❑] C_J Ill III III III I Ill 111 -_- `----- - - - -- 6 3: 4 V. � 1 POr,Tu1' �C 01- ' _ South Elevation _ DATE: t PANELS THIS E. EVATION T-5 1/2" 0 e 16 32 48 FT 6/22/90 _- _w1>•� DRAWN BY: STs CHECKED BY: tiEVISIONS: q B C <D> < E> OF 1 52 1 F- 50 49 Lae J dab I 11 ; SEE SEE SEE SEE PANEL 52 PANEL [�] PANEL 2e PANEL ?s! MACIfENriE/SAITO b As50GUTE S, Pi, �� t�PO,AL1. RIGHTS RESERVE.^, rNESE DRAWIN4;,ARE TNF: Pt+. - MACkENIIE ASN 0 4t wSSOiIAiT:�,'c. u.,n V+E NOT T'0 BE USED OR REPRGUUCEO 'N ANY MANNER,EXCEPT WM:THE PRrR nIRMN PERMISSION OF MS1. SHEET 7-7.-- A8 West Elevation _ f PANELS THIS ELEVATION T-6 1/2" 0 S 16 32 48 FT SHELL PERIVOT SET 7 / 3/ 90 PRICING SET 6/22/90 P290?31 ..,_.._,....�- _.�.. ,._ .....�..._.,._....,—..�.» . ....._..__. ... •.ems.--.�.� i �„a,n..,. ��;.�"I.,«➢::4, .{1+,� ;�+c.,..xl.•'..i.:b,:.«.•_mwv. - � :: .r...__.._._ .... - ,' "" " `�qMe^, _. - -- � -- - -- - - ^._ - ... ,..,...,t,5,lees•;- _, _... .- _ .., - 1 ' � , I I 1 I I I I 1 1 l ( I I I I I ( I I I I ( I 11 I I Jill III III I 1 1 1 1 1 1 1 1 1 1 II r- 1't I l ( l l Jill Jill l l t l ti l l I I I I I I I I t I t F I I I ISI I I I 1 Jill 1 1 1 1 1 1 1 1 1 1 1 I I I Jill 11 III I t r I I I I III I III III I� __- .... •_ �`. 1 1 1 1 1 I { I I 1 I I I I 10 NOTE: IF THIS MICROFILMED ? 3 4 ^-5 O 7e 9 _ DRAWING 15 LESS CLEAR THAN IHIS NOT ICS, 1T 15 DUE .O THE QUALITY OF 11-E ORIGINAL ---"'- -- DRAwIN,. Ot 62 82 LZ 92 SZ 6Z E2 22 12 02 61 91 2,1 91 51 trl EI 21 II 01 61 I ( I S b E 2 1 I, IItIHHt,Fl,lll„I,uI�,III,111111i1111111,1 HIIIIIIt11f11111111111111'IlNNIN,Iti11111111il11111t11111111111IIIIill,tilliill d11111ti11Uil,Ull Itllll,l Ill,lllll Nt11t111 1111111ttlHlif,'1111tttltltl�t1111111II1111U111tW1111 1 lI�L M . ,nlluNluulunlunluuhm 1nIhN1luNlunlnab UI ar , FEBRUARY 28 i992 30X l < > - 13 __ ! \\ - 12 _._ &R2 ♦ T/PLATE AT PARAPET _ I I T PLATE AT P�,RAPET ly !_-_ 1 I T P 1�- 18 1 ] 1 / - / LATE AT PAkAP,_1 I z r / 15 I 1 - - - -� I _� - I 0 u L II 0 � I I I Q o 6 (/) z T/LEDGER 1r � I II � J �' ) � u� --- I I T/L EDGER rl 1_ I I I �.,_ Z N --- TAEDGER 1- r V)rn 1 I t4l NU abo Z 0 Zwo 28 I W Q 11.1 m 0 14 I I � , QC4 _j N U CC o od a o a a a I -- 1 I Al2 I R12 I A1�,/ 2�' 5 Al2 7 Al2 02 - LU I z W j U e U) \ ca z T/OPENING • a W Q I Z-' Z Z Z Z a Q Q • • I w i 4 z a Q I a ¢ 2 L' 0 0 a z z a00 a a 0 Z Z a s m 0 / 0 0 I c w Ir LL '1 LL T/OPENING • • N I I a vJ •� w w -- - I w I n w T/OPENING --- --- I . • \ . 1 LL LL •�' F"_ V) w / . . w w V) I w \ w w V) 20 Q w w _ 0 0 I I 1 w w > rr � 0 34 0 01 Q a w w w W _ I O 1 t0 I 0 1 O p I 1lti x > 1 O I 7; - i N L . / C ! I �• I ♦ SQL' -- �¢:�, i I G x I I I I x I I f o T/OPENING -- Lu CI I 0 I, i _ 10 I 174 -- 16 I I 10 o II 2'_01, Lo I I I I I I I o j 9 13 N 174 16 cj 9 2'-0", FIN.FLR, I I FIN.FLR. FIN.FLR. I I -- - - ♦ -- -- ---- FIN.FLR. I I I O .- 1 •8 ° • o I Q ° ° ea - o E • • _FIN.GRADE 1 Q a ° a • .�- .,,♦ _ r - - I i a ♦ a ♦ + •` I ° �u, �-c•�io��n - I _��__ a I ti� - Y_ T�� � _ -_- - - - � • -_ I _- - / a • 1 If .r w'• '!1 1 __.�- • • CJS--'-- - • . :{`C I I I , _ -b �,� - f.J Z { _ QED c� i � - -_ �- a_I_I-1 I -EAR I I. ..i -__ -_ - . __ - I_ ,, _I „I_ ,,,i, / _ � ° I C-- 21 I -• -------- - I_:'-` I_-1 _ I � Lg� --I I :� • • �., •.r • ;I I!��' • • ♦__j�l I_I�j I F. • • � - I I - " _ - - - _ _ - , �r I a TI I I�; I_II�--I I -- i�.-�I1 I - �hI L - _ - _ _ I _ I_ I I 3 CLEAR I - _ _ I- 7 n-T =' tt - _ rt I . I -;I- I I LL1 III 11 . III-1 I I III_ 11 I _� f I-._ r •I • T FTG. I I I --Iii--�T( _ ; -�I - _ ' I I _ f t TYPICAL I I�-T17 I f 1--'III T IZ- TI I"-III--IIF-I 17 -I r - I -III III o _ III=I I o - I z. -�II I W----- _. - .- .-..- 1�OI I-i a a v III-' N I t 1, -- - ---I I /I 1 I- �L�_._• ° •° °v I�- \ I ! 3J 1. d I I YI 1" _ -_ -- _ I f- - -� I ._. - I I - I _ I I k All j�-iI ALTERNATE TO BE USED AT. 1 `"1TI�I II I I�I1TI�I��1���I"���I I� �I 1� -1 3" CLEAR 1 1 4'-011 DALE: 11 =�- LI -- BLDG. 'C' • GRID 'F' TYPICAL �'--�--- 6/2290 FIN,GRADE 21 rI!'- 32 BLDG. 'D' • GRID 'B' i DRAWN BY: m STS z 1 Llll + I HECKED Bti' T FTG. -TI I i1Ly� • I• _ y REVISIONS: �1 i_ p I-� 10 1 JO � • '�Qo ��j -J� _ ° ° I _ .- -1T_ILL i i if L11 I I - - -�LI i- I TI== 3" CLEAR :III--7�- _1- �j��;X11 I`1Tf-I TYPICAL _TT. �Ir _ W _ W 1 WALL SECTION AT DOCK HIGHri'� SECTION AT INTERIOR COLUMN _ 3 WALL SECTION AT WINDOW 4 WALL SECTION AT STOREFRONT s _ WALL SECTION AT DRIVE IN . / Q - / _ 1_ 11 A9 - 3/4'1 1'-011 _ 3/4" = 1'-�,/" A+.r �/gll = �1-_011 A9 3 4" - 1 0 ��J7 /�T' A� 3/411 - 11-011 Y MACKENZIE/SMO R ASSOCIATES, P 1990, ALL RIGHTS RESERVED 'HESE DRAWING.ARE THE PROPER Oc MAcx[NZIE SMO k AS50c,UTES,PC IN ANY MANNER,E%L'FPT WTT" T1+T WRRTTN PER MISSION OT MSA KEYNOTES � ARE NOT CBE USED OR REPHOD'J D SHEET 1. 4 AT V-0" O.C., EACH WAY, TYPICAL UNLESS NOTED 7. GLU LAM BEAM, SEE FRAMING PLAN FOR SIZE 14. 4 x P.T. LEDGER, SEE FRAMING PLAN 21. GROUT 28. SIMPSON VB10 AT 36" (OR LESS) BEAM DEPTH & VB12 AT 36 1/2" 35. GUTTER & 6"x 6 DOWNSPOUT • NORTH WAL L OF BLDG. 'C' THERWISE. SEE STRUCTURAL ELEVATIONS FOR ADDITIONAL INFORMATION 8. FLASHING 15. STANDARD OR T.S. PIPE COLUMN, SEE FRAMING PLAN FOR SIZE 22. 2 x 4 D.F.L 2 AT V-4" O,C• WITH SIMPSON A35 AT EACH END (OR LESS) BEAM DEPTH. AT PURLIN LINE NEAREST COLUMN (EA. SIDE) NAIL (1) LEG OF .435 TO TOP OF LEDGER 29• SIMPSON SA-36 ACROSS EACH GLU LAM BEAM AT EACH w 2. CONCRETE TILT-UP PANEL 9. 5" CONCRETE SLAB WITH 6 x 6 W1.4 x W1.4 WELDED 16. PLATE 5/8" x 11" x 11" WITH 3� 3/4" DIA. PARABOLTS PURLIN, TYPICAL H WIRE MFS'1 OVER 6" GRAVEL BASE PLATE 5/8" x 12" x 12" WiLH �' DIA, COL. (PUNCH (4) HOLES) 23. 2 x 6 P.T. LEDGER WITH 5/8" DIA. PARABOLT AT 4'-0" O.C. 3. 2 1 2 G.L. PURLINS AT 8'-0" O.C. WITH SIMPSON HANDERS AND PLATE WASHER 1/4" x 2 1/2" x 3 1/2" VERTICA' 30. EXTERIOR SPECIAL COATING AT ACH END, SEE FRAMING PLAN FOR SIZE 10. 1/8" BENT PLATE EMBEDDED DOCK ARMOR, TYPICAL AT 17. FOOTING, SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING OVERHEAD DOORS, SEE DETAIL 5/A11 24. SOFFIT BOARD 31. PARAPET AT SIMILAR CONDITION 4. (NOT USED) 18. 2 x P.T. PLATE WITH 1 2" DIA. ANCHOR BOLTS 11. ASPHALTIC CONCRETE PAVING AT 4'-0" O.C„ COUNTERSUNK 25. BRONZE ANODIZED ALUMINUM STOREFRONT 32. 2'-0" x 2'-0" BLOCKOUT, SEE SECTION 2, A9 5, BUILT-UP ROOF OVER 5/8" PLYWOOD 12. CAP FLASHING 19. 2 x 4 D.F. #1 SUBPURLINS AT 2'-0" O.C. WITH ?.6. RECESSED SOFFIT LIGHT, SEE ELECTRICAL PLAN 33. SIMPSON ST9 AT 4'-0" O.C., ATTACH TO 2 x 4 08 NO SIMPSON F24N AT EACH END NEAREST PARABOL TS (SEE KEYNOTE 23) SHELL PERMIT SET 7 / 3 / 90 P 2 9 0 2 31 6. SCUPPER/LEADER BOX BEYOND, SEE DETAIL 12/Al2 13. g4 DOWEL A7 2'-0" O.C. WHEN TOP OF SLAB IS 2'-0" OR 4'' CONCRETE SIpFWAI_K, SEE DFTAII 19/A11 PRICING SET 6/22/9A REATER ABOVE TOP OF FOOTING, 4'-0" O.C. ELSEWHERE 20. 1/2" DIA. DRIP. TYPICAL AT ALL OVERHEAD DOOR OPENINGS 34. 4 x 14 HEADER, SEE ENLARGED ENTRY Pi-ANS SHEET A10 USE A MINIMUM OF (2) #4 PER PANEL LEG. FOR DETAILS Ali�I�I1111111I11'II1111►IAIIIIIiII'1111111I1111111I11111111tiI111�I1111111I111111 111111 �0'2 3 4 6 7 8 9 II 1 NOTE: IF THIS MICROFILMEp � _____5_- o - DRAWING IS LESS CLEAR THAN THIS NOT ICE. TT IS DUE ToI RIF WALITY OF THE ORIGINAL DRAW ING, OE 62 92 L2 92 S2 $,2 E2 27, 12 07. 61 91 LI 91 51 41 EI 21 11 01 -6 9 L 9 5f1+ E Z` Iwas ,ntI111IInn1u111uu1nuhnllnNIn11I1NIlul1lnti1n11I1111lu1elun1u11IanInRI1111111NI1111It111II111I1niIN1111u111111111111Ill IIll Ill 1111Ill 1111I1111111III11I1111IIIIlIIIIIIIIpIIIliI1111I1111II1UI1111I111111u1I111111111II111II111Q 1111IIII111111IWlIUIIIIIIIIIIIIIIWIIII I FEBRUARY 28 1992 1/411 - - - ----- ---- - x!16" PLATE --- PLATE 1/2" x 7" x 7" — -- -- -- - I i 7 ; I __ _ 7 • Z 7- 11 1 1/2" LJ PLATE 3 8" x 7" x 7" 316 L /1,12" �-PLATE 1/4" 8.. Q CL \_ WITH (2) DIA. I � 1 PARABOLTS --- -- 3__!12" PLATE 1/e" x d" x S 1/?" �1 Z _ WITH ) 58" DIA. T,S. 3 x 3 x 3/16 AT 3' V.,C.SPACED M 1/2" FROM T.O.S. TO TOP OF BOL 7 Z H c 12 STOREFRONT COLUMN 14 STOREFRONT _COLUMN _CAP w �10L311 V-0" a' o 0 Z 0 ( " v/ Lxj n 0) f� � CONCRETE PANEL / , 0 z 1 1/2" 1 1/2" - - - - - - U N Q N r - -- 4 x 14 DF-L #2 HEADER (orrtoo 0 G -i 0 a SIMPSON EPC44-16 POST CAP �� -- 4 x 4 DF-L #2 POST L4 x 3 x 1/4 x 5" LONG w WITH (2) 3/8" DIA, x 3" j/ LAG SCREWS �-- i 3/4" DIA. PARA13OLT z /+e IPLATE 3/8" x 3 1/2" x 10" _ * } w WITH (2 1/2" DIA. ` 4) C PARABO TS AND SIMPSON CC044 AT TOP 0 WITH 3116" FILLET WELD �^ z 1 ALL AROUND '� r 'k --- �r v/ 0 T.S. 3 x 3 x 3/16ca d. 1, 4 0 STOREFRONT COL UMN 1� BEAM HANGER 'z riiN� •" I 311 - 1 -011 A 10 1 1/2" _ V-a' � m ca a� U) 0) C- z F- U) 0 U 1 w z z a la. F_ z w cl w C3 C � z i w j PERIL I �OF DATE.: 6/22/90 DRAWNBY: STS S CHECKED BY: REVISIONS: VI1fleO ENZIE j SAITO 6 AS50QA-T s. ,ALL RIOMS RESERVED THESE DRAWINt'S ARE THE PROP11", of NA�YcENIIE'SARO B ASSOCIATE I,J" utiA; ARE NOT%BE USED OR REPR" M ANY fIMNE11EXCEPT WITH T,�! WRITTEN PERkISISION or AIS. SHEET A10 It 1 SHELL. PERMIT SETT 7 / 3 ,190 PRICIING SET 6/22/90 P290231 � � � �111� 1111111 11111�11 Ilfl'II1, 1111111 1111111 111111! 1111111'�11liti 1111111 IIIIIII II1111� 1111111 1111r>! 1111111 1111111 111 11.1 111 111 111 111 111 111 111 til 111'111 111 111 111 111. A � r ' � NOTE: 1F THIS MICROFILMED I 4 _._--- 5 7 e 9 1,0 11 1 DRAWING IS LESS CLEAR THAN THIS NOT ICb, IT IS DUE TO THIF QUALITY OF THE ORIGINAL bRAWI1JG. OE 62 *12 12 9? SZ 02 £2 22 12 OZ 61 91 LI 91 SI bl £1 21 11 01 6 9 L 9 IS� b I£ 2 1"•' ,nlllt InnlunlunlnulunlDnl►ng111111111I11tflnfllfNlltutlfudHuIHIIIItUIn111111tI11lIIIIIIIIIIIIINIIIIIIIIININIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII 11111111IIIILIiIII1111iIII11IlIIIlpllllllllUIIIIIIIIIIIIIInIII111IIIIlIWlilllllfilllltll�IllUl!!IIIIlII111III11I11UIllt FEBRUARY 28 1992 30X A 3,'4" CHAMFER -�"- - - --_- AIMENSIONS _— 3/a' MAX..— TYPICAL 9" r C 112 PANEL_ + 1/2" --- SEALANT o� / EMBED A --- (2) 5 AT 4" 0/C. ��4 3, BACKER ROD -- -- ___ _ VARI S __VARIES_ _- 1/8" BENT PLATE WITH #3 x -- PLATE 1/2" x 6" x 3" CONNECTION C �i A7 1'-0" O.C. A' - -- A-- .► EMBED 8 -� -EMBED B / __-- __--• i • • INTERIOR ,/ 7c7- l\ -- ('2) #5 AT 4" 0/C. INSIDE FACE L3 x 3 x 3/8 x 6" LONG • r -- v I I ,�,�v 0 EMBED B / N� �- / - CONCRETE TILT-UP PANEL O V w • • - - - • • • UII _ - - - - -- -- - - - - - _ - - - - � �_-EMBED B - - ' - � o -- - - 2 --112" DIA. PUNCHED HOLE • • • ! _ � • • _ • • a U) Z OUTSIDE FACE — I A� Lu - w I `-BACKER ROD \. `---L2 x x 1 CL AR' �'� OUTSIDE FACE OF Fes' z � N wo U 1 /4 x 5" LONG PANEL c~il WQ z 1 112" CL R. iv \\� - EMBED A NUMBER OF REINFORCING Q TYPICAL SEALANT LL) - PLATE 1/4" x 6" x 4" Q BARS VARIES L N �� O O 3/ " CHAMFER _ ---- - BEND LINES 3/4" MAX. TTYYPI4CAL LA_ SPACING © W --- � o W (n � NOTES AND INSTRUCTIONS: CONNECTION C N- - I NOTE: PROVIDE CONNE CrION EQUALLY SPACED, EXTERIOR �G-_ .______��_ I o rn 1 Z_ AT V-0" O.C. MAXIMUM. U Q ALL REINFORCEMENT TO BE CD ASTM A706 PROVIDE CONNECTION AT 1/3 POINTS V-0" ABOVE FINISH FLOOR AND uj � ZN w � Q N V- 0" BELOW LEDGER OR TOP PLATE Q _ i WELD EMBEDS/CONNECTIONSri'� PANEL TO PANEL CONNECTION _ 3 PANEL TO PANEL CONNECTION /'_4 TYPICAL PANEL L_ EG REINFORCING s_ TYPICAL DOCK DOOR ARMOR 2 °d � 0 R i l N.T.S. R i l NOTE: SEE PANEL ELEVATIONS FOR REINFORCEMENT 311 = 1'-011 R 11 311 — ' - 1, - 1 o A11 NOTE :SEE STRUCTURAL ELEVATIONS FOR 1 1/2" = V-0" A11 3" = 1'-0" SEE EMBED DETAILS SIZE AND QUANTITI OF REINFORCING _ VARIES _ _ - f-- SEE FOOTING SCHEDULE FOR S,ZE ui --_--VARIES _ _ VARIES.___ „.----CONTINUOUS L4 x 4 x 1/4 F- SEE - - SEE WITH #5 AT 2'-0” O.C. CONCRETE PANEL FOUNDATION FOUNDATION Z PLAN PLAN ___ 1' G" -- #4 AT 2'--0" O.0 2'-0" W �- FOOTING - SEE FOUNDATION = / / � kAbO-j' (1OOLf.0 EUuE) c I PLAN FOR SIZE / �� N� 3 '4" DIA. SMOOTH DOWEL Q X'V-6" AT 2'-0" O.C. '�- CENTERLINE OF PANEL -KEY GROUT FULL, ---- O GREASE AND WRAP ONE END C Z ' AND FOOTING _-- ---�-- - ._-- - - - 1/8'_� �-- -SAW CUT CONTROL JOINT / <\J N cuW o1 TYPICAL / 3, 3 1/8" WIDE X 1/4 SLAB DEPTH 3, / NOTE: AT THE POUR STRIP JOINT N #3�/ USE DEFORMED BARS, UNWRAPPED. -HOLD REINFORCING 3' ti / _ „ 0 z CLEAR FROM JOINT HOLD REINFORCING 3 (_Lk a. p w STEEL CONTINUOUS / FROM JOINT lf7 i'� r7 I w w w<< WITHIN 12'-0' OF WALL fY W z —�— ` INTERIOR I EXTERIOR � > ��a. � • • •�--'- � -'�-;-'---�--�-.-� - }_ . ��-- -.-- ---_ -� � • Q la. cv KEY WITH GROUTED PANEL ti - ---SOLID GROUT AT FOOTINGS o I t 5 X T 0 li zo I I 6" CRUSHED ROCK BASE O ^ r ------ I— - w w W P<z (/) i Fe w a< -6" CRUSHED ROCK of > N aI 1 !,_4„AT BA5E w o �5" SLAB s� WALL TO FOOTING PLAN WALL TO FOOTING PLAN "a DOCK HIGH DOOR SILL 9 CONTROL JOINT �10 ` CONSTRUCTION JOINT All NOTE: FOOTING DEPTH MEASURED FROM 3/4" = 1'—O" All NOTE: FOOTING DEPTH MEASURED FROM 3/4" _� 1'-0" �� _ �_ �� BO•ITOM OF KEY, TYPICAL BOTTOM OF KEY, TYPICAL / A 11 1 1/2 - 1 n A 11 3/411 = 1'-011 Ali 3/411 GLU-LAM BEAM -ROOF HATCH. '} SEE FRMG. PLAN FOR SIZE ♦�, T RAIL SEE DTL. 15/Al2 v! -------- ---- h T/ ROOF - - INTERIOR ,r rACH SIMPSON ST6224 STRAP TIES F.B. 3/8" x 2" RAIL (2) 2 x 6 EACH SIDE, 1/2 NAILS TO BEND REINFORCING r � / BEAM BARS TO FIT - ------ - -- -- o r PLATE 3/16" x 2" x 9" AT 4'-0" O.C. MAX. PLATE 3/16" x 2" x 2" z p W,/ 1/2" DIA. LAG BOLT _j N a --v r--3/4" DIA. RUNG AT L- --- -- -.�_:_:_-_ w ca G� -/ 1 -0" -_ O.C. TYR. \Q r • _ • W O U- LA_ _� F.B. 3/8" x 2" RAIL + +cr_ i ♦ • --T_=_==___ w ` GYPSUM BD. W0 + + N o -PLATE 1/2" x 3" x 1 1/2" 1 - - _ W/ (1) '112" DIA. - - — - 1 I EA�2R EXPANSION ANCHOR 2 x BLOCKING 1 1/2" � will EXTERIOR C, II IJ EfYI�Jy, .111 r LADDER TO INTERIOR WALL 12_ LADDER DETAIL 13 VENT FLASHING DETAIL 14 BEAM TO BEAM CONNECTION is HORIZONTAL REINFORCING DETAIL 1/211 1,= _ _Qy R1 l 1 1/2" 1'-0" All _ II o" - - - — �/1 = 1 -0 / R11 BUILDING 'D' GRID 11 1" = 1'-0" Ai 1 AT DOCK HIGH PANELS " DATE: 6/22/90 DRAWN BY: STS CHECKED BY: REVISIONS: UACKFNZIE/SNTO k ASSOCIATES, P.L T11E�E DRAWINGS ARE THE PROPER((OE MACNFNIIE'BARO d ASSOJATE 5,1'l 'U`iA) ARE NOT T'O BE USED OR REPRODUCED IN ANY RUNNER,EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MSA. SHEET A11 12 SHELL PERMIT SET 7 / 3 / 94 P2 90231 PRICING SET 6/22 /90 90 ' ' • ( .. _W,.. "7p""" � •. .. .. _ - - .- - q .' , i;"""'7!"�"N`.'"`" .`.� -o _. .'{ti.�s.s:..i",.-"^–•"T"!sr'-'-. –� -. ,...*�.;Ces^- _ .,.. • • , � , — --•-- flll�ltllllllll'111111IIIIIh1EIIIc{1i1�11111111111I111IIIl11IIjil111+.ILII.1(1I1�111�1{�jlll�►��IIIIII►IILII111{IIIItI1I11t�111111111IIlItIIIIIIIIIIIlIl111lIiI11tIIIIIIl11 IIIItItIlIl111I1 f � f / NOTE: IF THIS MICROFILMED "r�`— 1 2 —4 —I— 5 R 7 8 8— 1 ORAMING IS LESS CLFAR THAN THIS NOTICE, IT IS DUE TO 11f QUALITY OF THE ORIGINAL DRA1 NG. OE 62 82 12 97 S2 lit E2 22 Ir OZ 61 81 LI 91 SI tsl CI ?I II 01 6 9 L 9 S b ' bill lulthul1lIll NnIuI inInII IIIIIIII111 11HIIIItIIltluhll01 1111111IllIIIIIII IIII 111111111I1d111I111111411u1��llII�I11111111II1U�111 � FEBRUARY 1 `� 2f3 9 9 3 0 DAP TOP OF BEAM ONLY --TIE STRAP AT EACH SIDE SEE FRAMING PLAN --- ---�— PLATE 1 2" x 4" x 6" PLYWOOD SHEATHING -- SIMPSON ST62.5 Q �ATPURLIN WITH 31" DIA. PARABOLT TO PURLIN A7 8'-0" O.C. I 'l 8'-0" O.C. ROOF SYSTEM :�' 4 1/2" MIN. EMBEDMENT _ ROOF SYSTEM ---- NAIL 1/2 TO TOP PLATE J THRU SIMPSON ST62.5 -4''0" 3/4" DIA. A.B. AND 112 TO PURLIN WITH SPECIAL INSPECTION WITH WASHERS SEE FRAMING PLAN -- 8" 8" -r-- , SUB-PURLIN SEE FRAMING PLAN - _-� -- / SEE FRAMING PLAN 1 +- + l / e -_ -- - I I ROOF SYSTEM C- - I I `�-� --PLYWOOD SHEATHING J Ll i -- � PURLIN p- 1- -+ --- - - - 4 - • �� + + -- � w • ! 1� '-FLASHING 1 � I ` (SEE (D BEAM OR)BEAMS �{ . �i i SLOPE SEAT AS REQUIRED r SHIM TO O r CONTINUOUS CLEAT BEARING ATSBEAM URE FSEAT FIRM CD w �, WITHP3 4TODIAP A.B. _LATE + W - w AT 4 -0 O.G.(NORT., & SOUTH 'WALLS) ;� I �•-. GLU--LAM BEAM \ E \ 1I I & '2'-0" O.C.( AST & WEST WALLS) �- 1q j - HINGE CONNECTOR I - 1_ I _ • COUNTERSUNK WITH MIN. Irq - - --- + + Ld Q `� \\ SEE FRAMING PLAN SUB-PURLIN PURLIN - I __ N U O p le 5" EMBEDMENT 1- GLU-LAM BEAM - SEE FRAMING PLAN SEE FRAMING PLAN PURLIN SEE FRAMING PLAN - cD FOR SIZE, DAP TOP OF GLU-LAM AS ---,/'� -y _ FGF' SIZE AND HANGER � � � U w� - PURLIN SEE FRAMING PLAN % / T 4 WITH (4)4 36" xQIA. M.S. 1/2" l�i Q O ,; NECESSARY TO ACCOMODATE HINGE SEE FRAMING PLAN CONCRETE PANEL 5 1s O/ / L m U, P.T. LEDGER i - ,-,�X` \ -PLATE 7/8" x 1'-5" x $' , 3 z '-- -- --•--•- - CONNECTOR ---HANGER AT PURLIN SEE FRAMING Pl..4N VV ``••'' PLATE 7 8" x 1'-5" x 8 314" V w �cv i ---PST, LEDGER COLUMN ,�} AT 8" DIA. COLUMN / Q 1= .E FRAMING PLAN SEE FLOOR PLAN - - ✓ v = o E_ (<-) 0) 1-) 1HINGE CONNECTIONK72-� LEDGER MOLTING SECTION 3 LEDGER BOLTING ELEVATION 4 PURLIN CONNECTION s TYPICAL INTERIOR COLUMN P 2 °d Q o�� A 12 1 1/211 = 1'-0" Aj2AT PURLIN CA 1 1/2" = 1'- 0" f{1 1 1/2" = 1'-011 R12 VERIFY HANGER CAPACITY W/ CONTRACTOR. 1 1/2" = 1'-0" R12 - 1 1/211 - 1'-0" 0 VERTICAL DOWNWARD LOAD CAPACITY REQUIRED = 4440#. / VERTICAL UPWARD CAPACITY REQUIRED = 1290/ / 4'- W FLASHING -- SEE ROOF FRAMING PLAN - SIMPSON STRAP PLATE 1 4" x 8 1 2' x BEAM DEPTH -' � FOR NAILING PLYWOOD SHEATHING -- -�� �- / / SEE FRAMING PLAN MINUS 1" WITH (2) 3/4" DIA. M.B.- PLATE (2) CAST IN PLATES --- NAIL 1, 2. TO TOP PLATE I Z I �� 7// -- TO PURLIN AT 4'--0" O.C. _ - 1 '2" x 4" x 4" .Ax-_. ---_- ROOF SYSTEM - WITH 3 4" DIA. P.B. I 8" x 11" x 6 1 2" 1 \ / - WITH (2) 3•'4" DI�. x 4" I AND 1/2 TO PURLIN BEARING PLATE 4 1; 2" MIN. EMBEDMENT SUB-PURLIN 4-.' --CONCRETE WALL PANEL W THRU SIMPSON ST62.5 - I 3 4 x 6 7/8' Pr1 I ti - NELSON WELD STUDS-- I � --- --_--- - - � �� ---- -- � I EE FRAMING PLAN , - -- -1�- \ I I (�ELOW) --- 1 1/7' 1 1/ 11 x 5 x 9" V c W/ ONE ROW OF NAILS �/a _ -_ N -- PLATE L L_ I I & W/ SPECIAL INSPECTION -- _ _ '�I f WITH (2) 112" UiA. x 4" 0 - nn O I I SEE'FRAMING PLAN �' U - '` 0\AI2/ _ NELSON WELD STUDS - --- N I I (SIMPSON L1719 OPTION) • 1 • \ _ __� I - - , 51M. - - : -' AT 4" O.C. Z P.T. 4 x TOP PLATE WITH .� - -_ - ((2' PLATES • 374" DIA. A.B, AT 2'- 0' O.C. \ ^ - - -- PLATE 1/2" x 8" x 8" - - -- "- � - 3�4" x 5" x 9" W'7 I COUNTERSUNK WITH MINIMUM 5" n I -- ,- -L8 x 4 x 3/4 (� (2 1/2" DIA, x 4" EMBEDMENT, NOTCH AT BEAM `� _ -� - _^ W 0 - I NELSON WELD STUDS / \• HANGERS N I I \ • 3" O.C. - -- - // , a I ::�: '/a - 04 Z I t �` / / r \ O I i \ FLASHING _- - - O ,�3 HAIR PIN •---�� L8" x 4" x 3,'4" x 1'-6' I \ ♦♦�� I - AROUND STUD • 1/4 jT \ `-CONTINUOUS CLEAT vJ •D `�II #3 HAIR PIN • I i >L AROUND STUD- \ CENTERLINE F L_ _ I `-- 4 x P.T. TOP PLATE Y ca L NE O GLU LAM BEAM TRIM BOTTOM 2'-0" 1GLAJ - WELD STUD AND 0 101 AM BEAM, TRIM BOTTOM II WITH 3/4" DIA. A.B. AS REQUIRED TO ASSURE FULL, AS REQUIRED TO ASSURE FULL, AT 4'-0" O.C. TO E GLU_LAM BEAM i •a v� CENTEFLINE OF WAL'_- FIRM BEARING AND TO FIRM BEARING AND TO --� 1!2" ACCOMODATE ROOF SLORE -� VAN L 1 1%2" ACCOMODATE ROOF SLOPE • 5" EMBEDMENT M,�L 2 x 4 SUB-PURLIN 'f O \ _ --PLATE 5/16" x 7" x GLU-LAM ^ - PLATE 5/16" x 7" x GLU-'_AM, I '� �' + I `-. 3/4" DIA. ANCHOR BOLTS DEPTH MINUS 1" WITH (2) •A DEPTH MINUS 1" WITH (2) ♦�//�� _-1 - AT 4'--0" O.C. • O - VERT!1 3141, DIA. SLOTTED 1112" HOLE AT TOP ;• •�, O • i - _ 314" DIA. M.B., 1 1112" 2 vJ VERTICAL SLOTTED HOLE AT TOP \ I <5> P.T. 4 x 6 LEDGER --CONCRETE PANEL W Z I ---PLATE 778" x 6 1/2" x 6 7/$" `- ---- ---- - PI_ATF '/P" x 6 1/2" x 6 7!8" PLATE 1/4" x 5" x BEAM DEPTH 1 6T MINUS 1" WITH (2) 3 4" DIA. M.S. s SUB—PURLIN STRAP CONNECTION 7 GLU—LAM BEAM TO CONCRETE_ PANEL s BEAM HANGER AT PARAPET rq_-� SUB--PURLIN CONN. AT TOP PL ATE to BEAM CONN. AT GRID E-5/BLDG 2 Al2 - 1 1/2" Al2 1 i�2" = 1'-0" Al2 " _ " _ - � -- ,i4 3. 1 1/2 1 0 Al2 1 1/211 = 1' 01, Al2 1 1/211 = 1'-0" 3" TYP I OUTSIDE FACE '�- MAINTAIN REQUIRED -- COPING WITH STANDING SEAM �� REINFORCING - COPING WITH STANDING SEAM �. 1 2 • • • • • • --� CLEARANCES AT �� 6" 6-'�' SHIM SL - �- - UPPER NOTCH- / - SHIM-SLOPE TO DRAIN � SHIM-SLOPE TO DRAIN • - -' _-i - - - • - --- \\� _- -- CONTINUOUS CLEAT -- CONTINUOUS CLEAT ^ PLAN EMBED PLATE INSICE FACE \� I _- w ti y > --- P.T. 2 x TOP PLATE ti / - , r - P.T. 2 x TOP PLATE ♦♦^^ ` r7 TIE PLATE W/ 16d NAILS • 12" O.C. f i - BOTTOM OF LEDGER T/R0� I SKEWED IN ALTERNATING SKEWED NAILS (ALTERNATING C iv DIRECTIONS. GRID N TYPE ----- �`'�- COU ---- CAP SHEET BUILDING C ... DIRECTIONS. -- - COUNTER FLASHING ------------ - - - -- ---- - -- •� --__ -. FASTENED AT 7'-0" O.C. � I �_ ! 1.5,1,10,10.5 I 1 I I 2.5,3,3.5,8.5,9,9.5 II �• / ` / ,- DERBIGUM PLY �..� -- O O TY?. UNLESS NOTED III 'S' LOCK SEAMS AT 8'-0" O.C. I I -- Iv - SEALANT ROOF HATCH :r -__ ROCF FELTS uj I I BUILDING D - _ - ___ -_ = GRID y TYPE I ' -- fi� �` LEADER BOX • I i- - SEAL TOP OF CAP AND • -- SURFACE MOUNTED IREGLET NAILER -- - -- FIBER CANT DERBIGUM LAYER WITH -- DOWNSPOUT -_ FABRIC AND MASTIC j�_� - SEAL TOP OF CAP AND RIGID INSULATION ELEVATION E I CONNECTION TYP. UNLESS NOTED IIS - — - r �t - 4.5,5,5.5,6,6.5,7,7.5,8 IV DERBIGUM !AYFR WITH -`--- - WITH 1 - - RETURNS TYP/ 3/16 2 --�` CCNTINJOUS CLEAT -�/^-- FABRIC AND MASTIC TIE PLATE TYPE �- BUILT-UP ROOF ! f FASTENERS AT 8" O.C. ^ - 3/16" x 8" x 9" I I /-- FASTENERS AT 2" O.C. _ 3116" x 8" x 1'5" II a '- GALVANIZED SHEET �-- i - / - CAP SHEET 1 -� _ - ROOF SHEATHING 3116 8" x 1,5" L'v 4 -_- METAL^LEADER BOX CAP SHEET G EMBED LATE E ----- BIRD SCREEN • - DERBIGUM PLY '� -- -YW-- • DERBIGUM PLY ----- DOUBLE 2 x 6 -J 1/2 x6 x9' w/2)i6x3' er ° ---- - -- - ROOF FELTS N - __ -- - - ROOF FELTS ( 1f - -- 6" x 6" GALVANIZED --1r__ (1)3/4„ DIA x S fit' N.W.S. ' --- - ---- FIBER CANT W/(3)/6x3' d J a ��- SHEET METAL = I I � -- FIBER CANT -- - - (�)3,4" DIA x 5 1/2 N.W.S. DOWNSPOUT `*I I j li �t I ^� ---------- - I I O --- -- 1/2„x6"xV15" W/(4) 6x3' - - -- - ---- - - - - - _ -- i2)3/4” DIA x b III N.W.S. �� ----- - TILT UP CONCRETE IT 1 2"xI?"x 1'9" W 5 6x3' & IV ELEVATION TYPES II-III-IV (z)3/' DIA x ,/(, „ N.W.S.I J PANEL �- A .r s 4" 11 TYPICAL CHORD TIE 12 SCUPPER DETAILri3PARAPET FLASHING 14 PARAPET FLASHING _ ris_-� ROOF SCUTTLE COTE: SEE ROOF FRAMING PLAN FOR LOCATION 1 1/21' = 1'-O" �12 N.T.S. R 12 1 1/2 - 1 0 A 12 1 1/2 - 1 -U R 12 1 1/211 = 1'-011 ' PLACE 1" BELOW BOTTOM OF LEDGER OR 12" BELOW TOP PLATE OF PANEL . <� O 5/22/90 h. - T.S. COLUMN 5 x 5 x 1/4 ---I - - - - STS1` ' Lo U1 SEALANT w i U I -1 LINE OF 'NALL ABOVE 1 - HOLLOW METAL DOOR FRAME Li Lill L u I., � IINTERMEDIATE T.S. MULLION I I ^ I I AT O.H. DOOR/O,H. DOOR JAMB F_ T.S. 5x5x 1/4 v w I I n CONCRETE PANEL o C) l TY 1 I ----- WITH 314" CHAMFER - - CONCRETE WALL PANEL I TOOLED EDGE 1i I ' ' w 3/t I I �- PLATE 1/2" x 5" x 8" AT EXTERIOR Li �; I a `� I I WITH (1) 4 x 8" REBAR - -__^ --_ -- 26 GAUGE PP,E "AB L //, TYPICAL (GRADE 4 ) V ^ / SHEET METAL r LASHING 1 a a _ ___ - --- --- - ti I rr - ---- - - - ---- - -- SEALANT AND BACKER I� EACH SIDE ►' I A •1 l_.._-_ --_ i L= —SEALANI EACH SIDE " � � - H. (_LOW METAL FRAME }- I ANCHOR AT 4'--0" O.C.MAX. -� "I • I - PLATE 1/2" x 5" x A" ---1- �--�3 \` �I _ � ��- HOLLOW METAL �"RAME WITH 1) 4 x 8" REBAR 3/ �_- _ f I 1/4" c ��ff �1 SINGLE GLAZIN,. (GRADE 40) TURNED DOWN SLAB EDGE AT O.H. DOOR OPENING - INTERMEDIATE T.S. MULLION AT O.H. DOOR/O.H. DOOR JAMB 2' �- WINDOW STOP -`- T.S. 5 x 5 x 1/4 5/8" x 1 1/4" TYPICAL MACXENZIE,•SAWro 6 ASSOCLA FS, P4 -� 4 `IDES, ANCHOR AT 1990,AEI. RIGHTS RESERVED TYP; - I ILINE OF WALL ABOVE 2'-0" O.C.MAX. THESE DRAN7N0� ARE n,E �ROPERrr of yAG+tFN11F/SAf10 N As500UTES,Pc?&AA ARE NO. Tb BE USED OR REPRODUCED IN ANY MAN4ER EXCEPT WRN INE PRIOR I I - HOLLOW METAL MUNTIN I I *R1TTEN PERMISSIOt: or MSA. I I -OVERHEAD DOOR, TRACK AND N 2 PIECE I i SHEET I I CONNECTION BY DOOR HOLLOW METAL DOOR I I MANUFACTURER --- - _,_ 1 - A 42 y_ 4 13/4-1 � 1 I 31411 T� Y Y �F 12 '16 T.S. MULLION_ HEAD — 17 T.S. MULLION CONN. AT SLAB 1Q � DOOR .IAMBS AT_T.S _COLUMN i� HOLLOW METAL TRANS METAL' � � JOB NO OM MUNTIN 20 HOLLOW METar_ COOR Hk:, .D R 12 3" - 1'-0" 412 Y - 1'-0" _ _ . �__ 11 _ - — - - ---- - - _- P2902,31 A 1 3 - 1 -0 R 12 3" = 11_011 Al2 JAMB SIMILAR 311 = 11_01, -/��/���IIA\f■1_Ate► �_�D�.. .._....,� •.........._...��. ._..,....1�.. 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