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15875 SW 72ND AVENUE BLDG 215 1 ��e�Eeeea�Ee>_eelE11E1���e�����■�EIEIEEEEEE.� IEr��ria����erl�1�E�EEeell�����eaea EXISTING VAULT AND Remove Existing Driveway SIGN/,L LIGHT STANDARD S . W . 72nd AVENUE { TO REMAIN : IMPROVEMENTS UNDER SEPE TE SUBMITTAL New Curb And Walk N o 02' ao" w z�2.sz' Conc. Apron _ �, _ -— Qe 12. I I I Conc Apron W,/Sidewal and Ramps { 1 FN O B --e- B � I w • W Q � I N AliI ZU : I Lawn Lawn 0 Existing Row of Tree Type- 1 - { W B Y C/)1 G 0it 9'-0' o.c. to Remain I I LS CCf) - - Q : .. { � 06 ,n I I / , \ I ; B C /V Bch. Equipment 1 CI { Penthouse Enclo r { \ ., 8m-0" ,� _Shrub D I 12-0 10 � { I z I LS E � 1 zLA W w , I WQ PROPOSED B ING , { / I W � I E #2 15 (,� ...... W W v BC: 0 `^ 10,_Om, Ty P ` F W l I F- I 1 0 < g LS- r I Ln I Ln I I { /. N � r 1 I - B I B I B H I F j H Lil i { EXiSTING BUILDING i F 'I I I I a O I - T— s a l H J)00 1 { dLn l � I I ( { I Shrub A. B 00 1 6 G D_ _ 5 C° :U1 fit' --- __4 —r -4 m•.O�-I 107�e B H i VJ H 7 --- D - D {I - - - 'B B 20'SAN''Ai E 1 ER EASEMENT I II Shrub A A Poured in Place Conc. Tree Well - { - k I `, 12H 4W 0. r, h ub B { l I " ► i gym.+ A A_ Project Boundary . Limits of Work This Contract •— A A — I I ; � {Shrub A F E } I F FE B 7 G r { W 11 G Plant List W Y Shrub AShrub A TREE TYPE 'A' RED SUNSET MAPLE (ACER RUBRUM) �� � �. B. RED OAK (QUERCUS BOREALIS) } { C. FLOWERING CHERRY (VARIETY TO BE DETERMINED) N a 'D' DEODAR CEDAR (CEDRUS DEODORA) Z { an a0 Ln E JAPANESE MAPLE (ACER PALMATUM VARIETY TO BE DETERMINED) Z I 'E' JACQUE MONTE BIRCH (BETULA, JACQUEMONT E) — i { PROPOSED BUILDING 'G' HOGAN CEDAR (THUJA PLICATA) { H #216 I 'H' VINE MAPLE (ACER CIRCINATUM) 7--29-88 'I' COAST PINE (PINUS CONTORTA) Shrub B I I { SHRUB TYPE 'A' DOUBLEFILE VIBURNUM (VIBURNUM TOMENTOSUM) 'B' JAPANESE PHOTINIA (PHOTINIA GLABRA) { { PLANTING TYPE 'LS' MIX OF: RHODOCENDRON, AZALEA, VIBURNUM, ILEX, COTONEASTER, ,q B � ' ANDROMEDA, NANDINA . , /T 2 H . - _. _ _- __ __. I • H `3 H ?W, �- -- - - I I I APPRO�`LU FOR CONSTRUCTION SEARt S TRANSITION CURVE 148?.67- .a= 6 28 y - - — ---- — � CH = S t' 29' 4 a E 90 41 CH _ S 4° 26' 00" W 1 CITY OF TIGARD 3 t90 i, R H 168 01 2'H PERMIT NO._ —_- SITE ADDRESS ea9-,, 30 R 'I�. � . �.`}�- - r- - - - - 0 { 2 G BY :3iri+ TITLE ----..Ura1L - 13 G 2 G { - B .1' RAILRUA, { R .O.W. --- PRINTED 4. .1•.:15. 1.y5i .•lt ..,•1(j1.'S 1'f 5111.F � �er�t�f✓•re��ti���fi��f��e��rMf��� '2.) 3T Mackenzie/Seita & Associates Site Plan Site Mackenzie Engineering Incorporated 0 -- - --- 111 30(_001 --- Data-- -- — .----� - North t iCombined Site Areas 273,278 s.f. �:D)� Building Areas 215 : 44,070 s.f. 69,650 s.f. NO. 8819C)7> 216 : 25,580s.f. As Filed For Foundation Permit 9--22 --88 '-•- Parking : 3 Handicap, 177 (Std. & Compact) Landscape Area 55,678 s.f. 20.3% of Site 1 OF s Site Work Permit 9- 15-88 L' 88421 _. .. .. ■�■�� Rm..I1..mY6 oft 11... .mom"M la. ......Yia :.lp..p,1••r.: -..a11ma.e.v,.,lnw._.., ....,.,,.,,,.rn,.._..: , m1.w ,... -, ,. .. .....:, ^.c• _ .. .. _�.. .. . + 1+11111 IlLtilll 111111E 1111111 1111111 1111111 1111111 1111111 IIIIIrllll+llllr11111111111111 111111111111111 111111+11111111�1111111111111111E1111tEi1111111�1111111111111111111111E11111111 r1M' I I I I I I 1 ( 1 I I IL 2 3 4 5 8 1 8 9 10 11 12 NOTE: I F THIS M ICROF 1 LME'! "' Z--'-- — '--^ ------ DRAWING IS LESS CLEAR THAN J THIS NOTICE, IT 1S DUE TL) , THE QUALITY OF THE ORIGINAL DRAW IW,. OE bZ 612 12 92 SZ 112 EZ ZZ IZ OZ 81 91 it 91 SI lyl CI 21 It 01 6 9 L 9 S 11+duu6lulunhnJnuhnlhnlluuluululllln1hu11rnd1n1i11aIHE1;�11Hhu1hu11unlcul►E�:Iuulnnlur+luulnullii111n111utlnldlntlnnhnlllutblullndnn�uulnulludwl�qulUuLnllnnllntlnnlunhw�d�n►I;IwlLmlwlluulutlhu�twlnt+ ,� APRIL 11 1991 + , �. .•_ k '� . �+"�' � -, : •.- ". .. ..m., .•.m...,. -. .--._, ..c:. r .,,,,..,.: :., „ ,.:,, •. :, , .. ._.� ... , ,. .r- ... : , �;:ym1'�'�R•-O'A1'("-, ,.r,+g7r,l:m^r.,•:rv•„ - .... K ---- —• ._. -----_--.--------------_------. •--------'--•---------•---- ----.7.�.v . . ---— 2 acTr �..�..; EXISTING VAULT AND ' i SIGNAL LIGHT STANDARD S . W . 72nd AVENUE TO REMAIN � N 0 02' 40" W 272.52' -�-- ------�---1 o u • LJJ `.ij Q I I; I ISI I N U z 1401 C.6 II seLn i RI ul I \ +6 I I• I °N' �- Ic I I z CIO / /] I 1 10 \ PROPOSED BU! L DING - I Uj Ica n — COI t 1 #215 13 � II W (n F.F. 1 51 .0' .s `I 01. --- K:V) Uj >- Ido' _IF14'9_- 0 I: II IC Iq9= -- - - -� Z Ln - ISI Q nurlu urnlri,u••,1 i ��� 1 •�•• { L'TD / V I I: Irl �' of tr�G � N _E- 144 7-3 b� ti /b M • r'- 7 I ' I I� I r �,� ■�rEi i� _ • — O W7 i 'il IE I Ise . Uj • �G V❑ �� a- i7 I • 1 E EXISTING BUILDING lI .2 � �� ��• /�— '��� � v t - j ' p I •i 145 � o ri•] �EtJ prr�r nur rar/rYn rrnr�rA,• � �d sellsr If)C9 0 aD LI, - Y I I; LJ - ise IA,1- s � 0. r I I I I RIM .a(,Il .1 J - I- — e o., sr�e ¢ PL L I� °�° IE I �I , I I• I 1t I ° Igra 25.0' ;••_ sy. _0 E ' _ + -` - �_� N 00 3' 15" W 217.79' lessees Ic I 0 02' 40" 1 -- - �� STP q5' 0.. - -- I; " .1 r NO Z - - •k C'4e — -- -- - - - - I RIM 141- VERIFY I * - - 14$ 1 SEWER E MENT E 142.70 (I�"`J ,5TUB ��Lrr mu •u• m••••nurnr•rr�runn•.(11 IF- Olt !� 142 70 (10' � W 1r-4, IE OUT 12.50 18 W) • - I: �IZ"�1.f. TO BE G�NSTF'JC'E UhJDE2 � i43.4_ Al \ SEPERATIs PF-RMIT E*tl7&4 Legend SEE 5H7' G- I OF I - E r I Jvc3 K.10. Z577_13,4 . OO 1 �•+ RIM IsTIN� I� TMH -- -__ k I w �.� I - - _ - New Sprinkler Main M II& ( ERFY) - Existing Sprinkler Main IE IN 141.GI0(IZ �) New Sanitary Sewer C IE IN Iql �(Z�I"�-VER+�Y) I1 SSI I � ` �� , �� -- ------ Exustin SanitarySewer IE OUT 141.(v5(Zq"I,l–VE121FY) �I I: g I. I I I v I sI: ` W/p" r-FRF. PIPE C.DIJST2lJGTEG New Storm Drain� �`rJ/c ..rrrrar.nurnrrnr �� o.��°i I UNPSP, SF-PERX,E PERM IT 8817(4 C 1 49 � E 14,2.z3 1�9 •83 Existing Storm Drain I I 11 E 4Z� i4, o I �G New Catch Basin I: - i— -}-- t I I 1 14� F 4J ? —14 r" Existing Catch Basin aL. ..... .. ..etre I; Z sM,�� I:' 1 149 ,goes••• ° -- • New Storm Manhole w rr,•�rM`• Uj IE �3 �' Existing Storm Manhole nunrrrr • Ilru.•• u�{r l t�..@ 3 5`/. I • L M LLJ rIJ T6EC14R I°,, ll I I -M ° Downspout w � Clean Out E A� Fire Hydrant q 145 N iE 140 Valve Iz ' I Do 01 r I I V) 0�d .o I ; aGIJNlGT PROPOSED BUILDING -- N • TO EXISY. #216 7-29--88 I I �• I F.F. 149.0 .,.ti I r I I 8, ej4 r� 1+41L I _ *� S � . General Notes I NS AND iMMEDIATEL NOTIFY ------___ d I 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIO Y F - , i .......•... un•nnurr .t>t.•..........• ... u..n..u.El.....r. .. , ' •` ••••' rrrr•rrrrr•r•rr rrrrr r - 1 ►• ENGINEER OF ANY DISCREPANCIES. uunuus.Ru�ri.rnu•uu. rn• uL!!r _- U VC R = 1487 67' _ ° .._ �. 190.4' CH S 40 - 6 „ W 168.10' �� 41 �4 • 2. IN LANDSCAPE AREAS, MANHOLE RIM TO BE SET AT 6 INCHES ABOVE FINISH GRADE. _ - — — l '-H = S 1° 29' 44' E - -- - - - ` r1� 68.01' 30 R D Iw5 ,Ftl wn•t�G''�'r• �, r R w; - ,.4 - - - I'�P " `I j. ALL WORKSHALL CONFORM TO THE UNIFORM PLUMBING CODE. r`I45 4. UTILIZE NATIVE BACKFILL IN ALL TRENCHES OUTSIDE PARKING AND MANEUVERING AREA:. or D - EX15T*JG STM MH 18" O'!O`/^ A' PCRF PIPE Td BE U RIM Z9 rt FIC–LD - I Y B .N . RAILROAD R .O.W .R 0 W GGNSTZIJGT�G ANDER SE,PI�RATC 5. SIZE AND LOCATION OF FIRE DEnARI'Mf.N7 CONNECTIONS AND LINE TO BE SET BY DESIGN-H ilLn Pr--KMIT ti: 8817(9 FIRE SPRINKLER CONTRACTOR, �p 2 3 TO r•ssocurts r 5 •NESE pED - -- IF- I LI 138 0–i L x 15T Z•4 E IE IN `Jp Z 13'1 �IO(NCW 18''5 $.q" PERF) 6. SEE TIGARD WATER DISTRICT PLANS FOR COMPLETE WORK INSTRUCTIONS -;Ole MATERIALS LIST � p?_ IE IN 13i.�0(15' W. STUD ETC., FOR WATERLINE CONSTRUCTION. MpckenlaeEn4n t01DIp°lytad ,noenn� , IE cJr 13;.&J- !.�T �� %6 5HT L.-I OF IJOB I _ G'1 1 30,-0„ North ( As Filed For Foundation Permit 9--22-88 „ 2 PERM Y T h10• 8919U•; , n� A Site Work Permit 9- 15-88 '' •' 288422 1 I I 1 1 till I I ,1111 711' 1 1 1 1 1 1 1 1 1 1 l' 1 1 1 I I 1 1 1 , I I I „ III I I 1 1 I 1 1 1 1 1 III 1 1 1 1lnlllli + I + I + 11I1IIIIIIIiIIt111111111I1i ( ltl � IIIIII IIIIlIt1t111 • �.. NDTE: IF THIS MICROFILMED t� 3 8 8 0 10 I I I 2 4 5 7 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL w. DRAWING. OE 8Z 92 LZ 9Z SZ 02 EZ ZZ IZ 02 61 01 LI 91 SI fl E1 ZI 11 01 d 9 L 9 SI' (r F, Z 1""" . -_' ,EIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIi11111,111i1I11111Hi1IIIIIIIIi11Nl11Ni1111lNIIII1111111111111111u1111111111htEllllllll111llllltl�l,lllllllttl 1111111,11111111►11111111111IIIIll1111I1t111t1111111111u1111l�UIlllll111111IINItlllll!IIIIIW��UI,uu11/11U1tlltlt)1111ftt11tllw11111 •• , APRIL 11 1991 - I ' c.lFrs'etYw^�ik3,.C`�:". , „o. ahaF:l,.,.��..e�,;n �r'r, ., m,�6 ,1.w'.�c.�A�,� � �wza�lltil tta�f" `"J' ��. , aw.AY✓r;,a.Y�d`�VY�w�Err4YrA,._.., ..._ � .., ,,....... i A B C D E F �G < H _ . _ 245'-7" '-7 40 - 40'-0" -�_ _ • I , N w CA 00� W a i I ' �•- _ W o z I I _ . NV � Lz Z O _j U Lj0 c I I I I I y wmaoo 30I �t C N N U (00 0 00-0 I IL in I O I rJ cccm Wo N ZZ N I Z f h O o I N , W I � I I I I I I O I , I I o i Z 6 - . _ - - . - - - -- - a I o I I I I I i ; I // LL I /y INNER f I / I / V. I i DATE: DRAWN 9Y: CHECKED BY: REVISIONS: I i MACKENxIE/$A ITO y ASSOCIATES.PC lase All RIGHTS RESERVED tHEbE DRAWINGS ARE THE PROPERTY OF P R I N T E D SAI AINt RE AITONOT SAE USED O E 11M, SAI AND ARE NOT TO BE USED OR REPRO DUCE_ IN ANY MANNEp,EXCEPT WITH THE Mechenzief3sitD 6 Arsocletes PRIOR WRITTEN PERMISSION OF M,SA Mackenzie Enginernnm I,n,ronreted SEP 2j 1988 SHF'.T PRELIMINARY ONLY Al OF " { r sl,x �P��� I' F'.(�'I'1f.1` Cd[.1 caJ1"i'�:1-• JOB N0. � KM As Filed For Foundation Permit 9-22-88 P2.88422 t 71om'111111 ►I►�►IoItl►�it� y,►la)►��{+lpi ►�►l�l��i J�►�►1►rt► 111n1i1i�H: �+�►til►� W�INir1►1N��N�rN+r��s}H► +�►1►�►����fMi► N►�tp►�►t+y►t► N►�►�►�+�►�►►► �.,F. .• j ►Ottl IP ftiq WIN�1p II Y� � OTMI►MuII►q It 10 - Mpg Ia l0 41 " OP A 141ft R+ ! �•'�r � _ � =..: _ Int _.-��.-- _. ._ ,� Mt'_ ... � - y1 1 �i ii. . i amw FRI Y r ~' r �• -. t , l , �t� � I �4..h.�9�§ � js� lEa�I�1FA61,!' , L r, a, t i F I F Ig A,t , , - ,,,urr�VrwAeaA1�S;��:�aMa I I s�(.N�'dyz�u4rnn.thr.>farwwr»J✓+JmI�S+�t,.�b�"ILWiart�wr' ��,�"r,�n�;�l, lt+(«�v:ati:#tib;ate;mw� �4n.�*w,lr>,�+,si,�wW.r:,wuw`tt c - . ,;, :. '�It.�.�4,..rd b..J41+9 ,+rw.,.,�.;uro.„w „r-._.. e+. ,. : r •.I. —_...-- F H J _ 245'-7" Z � c9 " 4'-9" 24'-72 4'Z#'L 7„ 24'-7" _- 4'--7 _ 40'-011 � -0 ----- IL 401-01' � 6WN � o � O I WIZ NV �Z 08 ZO U I 4. X Wq y 10Lo I V a N i d q G. v i O Ic INC I I I I I I I (A N N ( Z Z i J ZoZ N ON O ! N ! W I � I I I I O a I o � <6> - - --- - — - ; ---- - — -- ♦ — — - __-- ♦ IL -- --- - ------- I O O 0 LLL 4 o I I I I I M Q Z O / 0 uu _ I Y G' ry " . WE: J DRAWN BY: CHECKED BY: �I;� r - ;y� REVISIONS: , Sr x�R ,z }' 1 Ir `kr"r z 1 EAVE �, + r evf+�0<,1 MwCKENZIEr,.ITO S ASSOCIATES,PC w u ■ PRIOR WATHESE I DRAWINGS PERMISSION Of MISA 6° �. F P MACKEN2191SAITO E ASSOCIATES PC V SM AND ARE NOT TO R. ACE OR REPRO r p 1 � OUCED IN ANV MANNER,EKCEPT WITH ME MPRINTED eRie!3adc R A".• "` p, �A Mackenzie Engmnr-<<"^ narateC SHEET I SEP N I PRE WHARY ONLY A2 OF I N� r, Ilr s `4� ��; . , r' •fsi• PERMIT NO. 8819(. JOB N0, o OF 8 f ` As Filed For Foundation Permit 9-22-88 P288422 i'11 11##Iloilo fit W114111111111111, T i1'1'i'In�� �1�,hlr���l►Ut�1���#�ia���i�� si���� �r��y �����������a� r 1 1 ._.� 1! ' r w'res i�tM+n MiaioRiu� f mile is 64188 1M 'Air. .�.. - ! lob- ii.. . i 11­.—IL, r i i IF 7 . , 1 LL+ K as .. n ..n •. I,. •I r, ,I��r:, n I n''d„a� +azul vY••,,'�.,M a b w,. ,r�ayP ;+:. ',�' I.. ,:� ,J, `Dili', 11u7.,n' , , i Ob r: Q� - -- ❑ CC) - W Wt : -_� N— ❑ ❑ zLU 0 - -- - - -- - Ll (�< - - :�i 06 - - --- - - -- --- --� - "- � See Partial Entry Elevation South Elevation Y - -- - v8"= 117 U) — - LO UI ❑ ❑ i 5 T V,1 ❑ - — _ dF�4.G.G. ❑ A C�� ` RE..O bRIC�K rYP. 54 CP P _ FT, _O P—ED 3r��r.K /�� � ITT nd<,� ❑ LLIA ❑ EYP. G• ZCR PtS t/ m ❑ ❑ ---� G—.+,mac P. LU West Elevation Partial Entry Elevation Ln A N O) C 3 — _ m —l- - - -- - LAI > W g"r M - - r - _ North Elevation \i 8- 16-88 I _ 2:a 1 — - - -- --- ----- - I--- PRINTEID ❑ ❑ MecMan EI IC^II°b CpSM'a es Mocken:le ERCT^e^"RR I^colo^rEtLC — -- SEP 2J 1988 PS "� PhEi1N1iNARM ONLY T5 See Partial Entry Elevation E-1 P East Elevation L,1 I ' As Filed For Foundation Permit 9-22-88 oao Design Review Set 8- 16-88 288422.001 .. Rr I � Iljl,�[IIIIIIIIIIIIIIILI rljll'111111111111111Jill Jill 11111111 III IIt111111 Ptl lllll11111111.111111111111111Ill 11111111111111111,1111 111411111,1111 IIIII1 III11r 1r 1111111111thrtllll111 � WTI IE THIS MICRU IKn I 2 3 4 5 8 ' ! B 0 II 12 CRIME IS LESS CLEAR THIN THIS MTIEE, IT IS M IU AWX ➢E WALITr ar THE GAVE _ --i EIRdRnU. .— _...._ _—_. —._ OE C2 E2 L= 02 C2 ♦L [2 22 IE bE 111 11 L1I �I EI MI EI 21 II 0I1 i a { 9 �L 4 M111n11nulnnlunlRHlnnINHLRIinnhnlim:l:,,,l,^,L,•,'I'•+:L:�Imo:�:{;;!:�:IrelbxdllnllmllFII11111111MN11111JII1111N11 n1111n11R1111111111111n1111111�!:IlimdluNuulllllllluhllllludmllludllnlwlhw�l�lulk�n � APRIL 11 1991 -- -- a +■ar�ers�►� a _ ���___.�M..M�.__„A,aw�..mx, � -• L _:_� l AB C D E F G H J 0 (.) z -� _ — — -- --- -- — r 40' 1p -711 r4 ' 01 1_ 24'-I 24 I __ _ - ^L.i __ L ___ - - Lu 1�Nk .—J L_.J L_J L_J I —I �^ L[ 1 + I \ © z 61 Il ZO z�h i I I I � (A 121S0) - --- -----I- - - I ----- / I / -_ I - -----_ -- { C� v vii a N <2> .� ro I * - I I I I I I 5 I I - i OL L0 I X / I O © (DEI O Z I I 0,6 y N �oQ +�pQ +gyp? +��°. 4) per, y+p� I �_� - � ` � Z L— J L—J I zo O O C14F.F. = 151 .0' I ��" Z W F.F. = 151.0' ra I o O J B Z 0 O44 \ /� \ TS 5 X 5 X 1/4 6 I - / L —� — -- — L—J L_J L_J L_ J I \�/ O II is O // ^ TS 5 X 5 X 1/4 11 I < \ , o TS S X 5 X 1/4 rol < ®—�-- Z + Cb IVlb f + + + + rV IN LL. i TS 5 X 5 X 1/4 V _ — --- I --- I L---- --� v � /r-� O O � O L J B L� -1 _ �tJ O /A > 9 i DATE: FOUNDATION FLAN KEYNOTES CHECKEDDRAWN BY: c1 ca I c- 1 /opp I. TURNDOWN SLAB, SEE DETAIL 8/C. I BY. S , 2. 4" CONCRETE SLAB W/6" X 6" W1.4 X W1.4 W.W.M. REVISIONS: OVER 6" FREE DRAINING GRANULAR MATERIAL FROM GRIDS F TO J) (ALTERNATE REINFORCING. 3 AT V-6" O.C.). 3. 5" CONCRETE SLAB W/6" X 6" W1.4 X W1.4 W.W.M. OVER F" r REE DRAINING GRANULAR MATERIAL FROM GRIDS A TO F) (ALTERNATE REINFORCING: 3 AT V-6" O.C.). 4. LINE OF 2ND FLOOR BUILDING FACE. 5, CONSTRUCTION JOINT TYPICAL. AT NORTH/SOUTH GRIDLINES AT ?5'-0" O.C. MAX. FOOT I NC V sCHEVUL- E 6. CONTROL JOINT TYPICAL AT EAST/WEST GRIDLINES AT 20'-0" O.C. MAX. TYPEJ LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS __ REINFORCING _REINFORCING _ 7. POUR STRIP. CONTINUE MESH FROM SLAB OR USE „ , „ , „ (7)#5 X 11 '6"-70P ( 10) #5 X 8 '6"-TOP — � #3 BARS X 3'-0" AT 2'-0" O.C. AT JOINT. to 12 ' 0 " 8 0 1 8 (91 #7 X 11 '6"-BOT ( 13) #6 X 8 'b"-BOT SEE DTL .6. 0 _ _ 8. CENTERLINE OF WIDE FI..ANGE COLUMNS. M,UCNENZIE/sAlTo d ASSO(:d1TFs,r.c. �� IDEO,ALL RIGHTS RESERVED ® 11 ' 0 " 81 0 " 1 ' 8 " - (7)#5 X 1016"-TOP (9) #S X 816"-TOP THESE DRAWINGS ARE THE PROPERTY OF (9) #7 X 10 '6"-BOT ( 12)#6 X 8161'-TOP SEE DTL .6/C 9. CENTERLINE OF TUBE STEEL COLUMNS. 1�ACIEN.IE'ShTO s ASSMAMS,PC�u�s A)AND ML NOT i0 HE USED OR RE 0 D (-b IN ANV MANNER, EXCEPT WITH THE © 10 ' 6 " 10 '6" 1 ' 8 " (9)#7 X 10 '0" (9)#7 X 10 '0" _SEE OTL .6/CT^ PRIOR"MIN PERN14S10 SHEET Do S ' 0 " S ' 0 " r 1 '0" (6) #4 X 416" (6) #4 X 4 '6" SEE DTL .7/C O 3 ' 6 " 3 ' 6 " 1 ' 0 " (4) #4 X 3'0" (4) #4 X 3 '0 EE S DTl. .7/C __ _ S F PIZ S1 o9 ' 0 " 4 ' 0 " 1 ' 0 " (4) #5 X 816" (9)#5 X 3 '6" � N1, � D SEE DTL .7/C © _, _-- .— ______—•-- Macken`a�5u, k{� ; Mack"18 EnHlnbennp (nE ,yurrtod OF O _J NOTE : CENTER FOOTING AT COLUMN CENTERLINE EXCEPT AS NOTED JOB NO. P288422PERMIT NO. 89190' _ _ As Find For Foundation Permit 9-22-8 b ©F' 8 .. .... _..._ ,�jIt111► 111111 111111► 1{11111 11►x(11 ►1►�1)I +)1�1�1 +{1'✓1�1 1(I�1{111II�II1 II1�1(III(1'1l( 1(III(III(IIIII IIIII(IIIIIII(I I(I,IIIIMIIIIIIIIIII11�1111�1(llt(1'Il1II(I�IIIIIIIIIIIII,)I�III _ . r • ,, 1 I i I I i I I t 1 I 1 �' 7 9 6 10 II 12 NOTE: 1f THIS MICROFILMEDDRAW `— --- THIS INOTICE. 17 ISNG IS LESS EDUE TAR UN 4.THE QUALITY OF 411E ORIGINAL -- DRAWING. OE 82 92 [Z 92 4E /Z EZ 22 12 02 61 91 t1 91 SI 41 EI 01 6 i t 9 S 1p �+IhullnnlunhluillHhn1hH11-u1iu1bu11nHh111bnduu�odMnl�auhulluniuul;luinnluuhnllnuhnduul4�111unlunlul�I►II11nnl1mhulbn)hn�lnnlnubnll)))dlull)wluululll►winnh4ulnnbwlt�Cnuluu��u�u►1+,11I;:��iludlw�►I�+ `' ' ' a APRIL 11 1991 Q' ( A g 0 p E, F z u —749„ .+. ,�� ++ :�•�, .,�� 24'-7" 24'-7" „ • U' -- - -- - --- - uj 1 ow W27 X 84 ( C = ;1i 7 X s ( c 1 ) W z N 61 '� , N = 2`i ��/ N = 24 1 N 2 4 '�/ -- 4c z N co �— N N z r . V!6, Z � xQ \ x x o o x — I N Boz c� o o � � � o 0 o I ZQa �c� o `> N ` L0 LO co I z o W w `=otn O M' M I S � I ••, �' M I '" i M - I In O i � � M � In LI) Ln Ln Ln Ln Ln In In In Ln 111 Lf1 In L In In Ln II 16/. D , C0 II I X MCO M1-4 M (D M � M � M � Mme. 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Co II CD II Co II Co II O MOE ` o 1\ . x �(O � �o — i TS 5 X 5 X 1/4 Q uj - Co +tK C� +� CD a � �,/ I / CO) LL J -{- M --- r0 `O FO I W17 X W 7 X 8 4 ( C N 24 rJ ?,� TS 5 X 5 X 1/4 � DATE: ROOF F-RAMING/SECOND FLOOR FRAMING PLAN - - ----=--:- __ - KEYNOTES DRAWN BY: Sca I e 1 ,!8 " " = 1 ' C� .41 I r- 1 . PURLINS - 4 X 16 D . F . # 1 AT 8 ' 0 " O . C . TYP . CHECKED BY: 2 . SUFs-PUFLINS - 2 X 4 AT 24 " O . C . WITH SIMPSON HANGER AT EACH JL_"J END TYP . REVISIONS: 3 . S/8 " PLYWOOD SHEATHING 4 . BUILT-UP ROOFING S . 2 X 4 AT 113 " O .C . THIS BAY ONLY 6 - ASC PACIFIC 22 GUAGL 2 " DEEP TYPE 2-W COMPOSITE METAL FLOOR DECK WITH CONCRETE TOPPING ( THICKNESS VARIES - SEE ) MIN . TOPPING THICKNESS IS 2 1 /2 " . PROVI ')E ( 3 ) 1 /2 " DIA . PUDDLE WELDS PER SHEET TO SUPPORTS PERPEND ;CULAR TO FLUTES . PROVIDE 1 /2 " DIA . PUDDLE WELDS AT �4 " O .C . TO SUPPORTS PARALLEL TO FLUTES . 7 , SIMPSON HSR 41 AT ONE SIDE OF PURLIN 8 . SIMPSON HSA 41 AT EACH SIDE OF PURLIN 9 . 4 X 16 D . F . # 1 PURLIN AT S ' O " O . C . THIS BAY ONLY ,9HE,ALL RIGHTS RESEr7VEn I 10 . SCI MACKENZIE,'SWJ k ASSOCIATES,P C. THESE DRAWINGS WE TNI PRIlPI41Y OF I`A(7(ENZIE'SAlTO b A; AJ 8 C < < > 06 Z 24'-7" 24'-7" 24'-7" 24'.-7" j 40'.-0" 1,-3„ T 61 1Cb /I 18 X 35 Uj W18 X 35 118 X 33 z + LJ 0 61 (ZD + W V)0) NO itz 0' Z a- c'0o W 'Z'nu�'po an, M C'L rn Z Ll I Ln m Ln Ln In LP Ln Lf) U'i M 0 01 C) 0 C- 1 0 0 0 M vi Zt /-110 0 0 Iq CO -'",'N T- X T- 0 1.--- _j -1 J x -j (CIO OD LO 17t CV N N N N N CV C'j Ell cm W24 X 68 A (0 LU Irb 0kv 04 4 z 10 03 0 /'C1 Ln Lf) Ln Ln Ln Ln Ln In LD to In Ln Ln Ln • M (y) 0 0 0 (D 0 0 0 0 0 0 0 0 0 F 4 x M T T- < <�>� -i j LIDCo z :J- (Ij N N N N (\j N Uj C14 X 0/ '10 N <0 Ln X 0 j 'T /�� Ln <>6 2) C) TS 5 X 5 X 1/4 a. ro R 2 Ln Lj) Ln U) Ln L�-i Ln z M Ln j r t 0 0 -t 92 x a:I -I_I 1 -1 -1 1 -1 i -ul T-I :E I "r I 1 :11 :11 :-1 TS 5 X 5 X 1/4 -i -j (Ij 0 fii LL ;b/ i TS 5 X 5 X 1/4 LL + N+ 0 ,/(b+ + + 0 O rb ro ro LI �18 x 18 W22—X 22 TS 5 X 5 X 1/4 Acb DATE: ROOF FRAMING PLAN DRAWN BY: P ® - - - KEYNOTES Scale 1 0 1 CS X 6 7 BLOCKING WHERE SHOWN CHECKED BY: 2 . ASC PACIFIC 22 GUAGE I 1 /2 " DEEP TYPE B-30 DLA MFT,qL ROOF DECK . BUTTON PUNCH SIDE SEAMS AT 24 " 0 . C . . REVISIONS: PROVIDE k4 ) 1 /2 " DIA . PUDDLE WELDS PER SHEET TO SUPPORTS PERPENDICULnR TO FLUTES . PROVIDE 112 " DIA . PUDDLE W4ELDS AT 24 " O . C . TO BLOCKING PARALLEL TO FLUTES . WAC%IIEN,-T,'SAITO &ASSOCIATES.P C 1968,ALL RIGHTS RESERVE "HESE ORAWNr.; WE E PROPERTY OF 4 "ZIE SAITO k k!LVOCIATTS. PC AOS AI 469t,NOT TO BE USED OR RE , ,,IN vfY MANNER, EXCEPT WIT)4 THE PRIOR WRITTEN PERMISSION OF U/SA PRIN -0 iD SHEET Mackenzie rn,-;nr I— I , -unrated Fp ""' 1988 S 3 PRELMNARY ONLY C JOB NO. i-EPM11' Na, BP1907- a OF 8 As Filed For Foundation Permit 9-22-88 P288422 711 RIM NOTE: IF THIS MICROFILMED3 4 5 6 7 8 9 DRAWING Is LESS CLEAR THAN THIS NOTICE, 17 is DUE To THF QIJAI ITY OF THE ORIGINAL DRAWING, 0E 62 92 a 92 se I2 E.! 2Z 1 Z 02 61 Of L 1 91 51 1p; EI 91 11 01 -6 a 1 9 S 1, E a I APRIL 11 1991