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Vancouver Q SYMBOL LEGEND TEAM MEMBERS DRAWING INDEX DRAWING CRITERIA SECTIONLI TIA COVER SHEET ALL DRAWINGS ARE IDENTIFIED BY TWO w Portland/ •°' X PROVIDENCE HEALTH SYSTEMS DIGITS AS FOLLOWS: _ BUILDING SECTION KEY MARKS - x ��- SHEETS CML DRAWINGS A. CATEGORY LETTER REFERPNG TO THE DISC(PIJNE OR MAJOR + -- - -r;A PROVIDENCE MEDICAL CENTER --- -- -- - DI. TIT. � )h CONTACT: Kenneth Zinsli / Warren Simpson SDI SITE PLAN T. TITLE SHEET' -- � SECTION SL L.ANDSCAPI'E DEVELOPMENT -- �- _ _ ae r. CIVIL 1U �p��. Phone: (503) 230--6184 / (503) 872-2692 ss�tAsrtwt X A. ARCHITECTURAL SECTION KEY MARKS NUM SHEET# Fax: (503) 2.30-6802 P. PLUMBING S. AL / _ 11Mwwkh '� M. MECHANICAL DF_TAI(_ ARCt�ITECT E. -FLET ELECTRICAL y P � Tigoro C� ��.""� ,� \ -----•�'"" • '' B. SUB-CATEGORY NUMBER REFERING TO TYPE OF DRAWING O GROUPING. SffE Tualatin Loks Oswego DETAIL REFERENCE MARKS NUM SHEE�r MACKENZIE SAITU AND ASSOCI,gTES 1. GENERAL / 2. PLANS 1 0690 S.W. Bancroft Street 3. -XTERIOR ELEVATIONS/BUILDING SECTIONS (� DRAWINGS 4. WALL SECTIONS �. NNI.R. Portland, Oregon 97201 ARCHITECTURAL D _ 1 KEYNOT� 8. REFL.ECTEDECEIL CEILING WWrrortvl►e P.O. BOX 69039 c c S E 7. STAIR/ELEVATOR SECTIONS, PLAN,,, AND bE'FA(L3 / ��J'� RTUli10, OREObK KEYNOTE BUBBLE MARK Portland, Cregon 97201-0039 A2.1 FIRST FLOOR PLAN 8 DETAILS I' A2.2 SECOND FLOOR PLAN 9. SCHEDULES � CONTACT: Dennie Woods / Dave Williams A2.3 THIRD FLOOR PLAN `/� A2.4 ROOF PLAN � Y ICINITY MAP CIl'Y qtr T1GAR13 Phone: (503) 2.2,4-9570 ved... . .. ..._ ( i DATE: CODE ANALYSIS SIS Fax: (`,03) 228-128.3 A3,1 WEST do EAST ELEVATIONS - - N.T.S. Conditionally )rov •'"'-""�"'(' A,3.2 SOUTH & NOi27H ELEVATIONS 8/23/96 d ,� For anly the work 8S dcecr!bed in: BASED ON STATE Cr OREGON 1996 ED17ION L ENGINE►.R A4.1 WALL SECTIONS \. PERMIT PCU._ .�G'd�-�-' DRAWN 6Y: p STRUCTURAL SPECIALTY CODE CM --- See Letter to Follow..., i RDP 1994 UNIFORM PUII_DING CODE - A7.1 STAIR & ELEVATOR PIANS & SECTIONS / AttachIrT_ \\ Job Al _ CHECKED BY: MACKENZIE ENGINEERING INC. A7.z STAIR do ELEVATOR DETAILS `_ dy: D ' �a►i !!� DRW OCCUPANCY B CONTACT: Tim McGuire A8.1 DETAILS TO PORTLAND jx,"�'"wP" - � - _ A8.2 DETAILS _ VW) .tv� REVISION CONSTRUCTION TYPE TYPE IDN (SPRINKLERED) A8.3 DETAILS � IN �rAT� ` cf^ shone: (503) 224-9560 bi EDITION �r �� �''�„ '---r- `'---._ �� x� 'S CLOSING �•. 'AEGON DATF'' ALLOWABLE FLOOR AREA 8,000 SQ. R. FOR CONSTRUCTION TYPE Fax• (503) 228-1285 r < PAR_ _ AREA INCREASES SEPARATION ON ALL SIDES (+100% - 16,000 SO. FT.) ' I '�1 �" ^ I ' '�" � �(,'�� (2 STORY 13UII-DING (x2) - 32,000 SO. FT.) STRIJC 1 U AL ENGINEER STRUCTURAL URAL DI IAWN.3 � `, ""� Tae ..v���. �, ' _'- -_ 7 -'�.__ �y cc T - - ---- ------ -------- -- - I I 0 ALLOWABLE BUILDING HEIGHT 2 STORY (INCREASE TO 3 STORY W/ 100% SPFINKLED) - MACKENZIE ENGINEERING INC. -� sl.o GENERAL_ NarF_s ,x., r)tt t„ OREGON TOTAL ALLOWABLE FLOOR AREA 32,000 S0. FT. 51.1 DETAILS t PACT' C ,�, tt PARK!SS CONTACT: Larry Oeth CORFU RAT PARKING Phone: (503) 224-9560 S2.1 FCUNDATION PIAN CENT R ' "�' 1 ]n PROVIDED REQUIRED 52.2 SECOND FLOOR FRAMING PLAN --STANDARD 74 71 Fax: (503) 228-1285 52.3 THIRD FLOOR FRAMING PLAN - - --- - w W. - -COMPACT 50 50+ (MAX. 40X + ANY ADDITIONAL.) S2.4 ROOF FRAMING PLAN 7ffr�'��'' 1 -HANDICAPPED 5 5 - .�//lT�i11L� r M 126 CONTRACTOR S3.1 STRUCTURAL PANEL ELEVATIONS l � .-- � � SPACES 9 _CONTRA _ TOTAL PARKING G_ ? S3.2 STRUCTURAL PANEL ELEVATIONS "'' �� ,(s n°0 x pe., aY pn,, - AI ACKCNM/SA!TO!AS50CIA TFSP.0 M 00 1905, ALL MMMT,RESERVED _.�...__ -1 56.1 � ..-. _ _..�...cow,n.w* "' _� �/�1I�5 BICYCLE PARKING IO 9 ANDERSEN CONSTRUCTION CO., INC. DETAILS _ SNTO _ S8.?. DETAILS (NOT USED) M THESE ARE ARE THE aROPERrr-Or S8.,3 DETAILS /� l�Yf , , o Af'D IK FAN.°'wwNEN EMID X£P'SO'II�[Pnn* CONTACT: Jerry Grogan � _- e -�_ r„e t, pp"VA WRITTEN i`CRAN'iSlflN Or MSA -� Phone: (503) 283--6712 ���- ._-•---•- � J�--'----~--- OREGON `' . �, (� 1 SHEET SITE DATA - Fax: (50.3) 283-4393 r--�`� sN 1•Tt Ay�l!r BUSK E�S N'''�.� ' - � -�----1BUSI ESST � I PAR I e � L CENTER BUILDING HEIGHT 45'-0" TIGARD n Torncl � n T <� I FINISH FLOOR ELEVATION 193'-0" li FIRST' FLOOR USABLE AREA 8,306 SQ. FT. KEY PLAN I SECOND FLOOR USABLF AREA 8.352 SQ. FT. THIRD FLOOR USABLE ARTA 19,305 SQ. FT. N.T.S. 0 1 I TOTAL BUILDING USABLE AREA 24,P63 SQ. FT. J1>fl NO. ; • I SITE AREA 76,988+/-- SO. FT. (1.77+/- ACRES) 29; LANDSCAPE AREA ?.2,512+/- SQ. FT. (297 ... REVISED PERIMI i SET 12 'I6 96 6640 SW Redwood Ln _ .^ --„•-_ _- - ""'"" �.., �......�,• .. ,... .......«�.�._��. ..rte.. SUP 96-0566 -^^ 1 or 74 IF THIS NOTICE.APPFARS CLEARER THAN THE f)lrT i 199P DOCUMENT,THE DOCUMENT iS OF MARGINAL QUALITY. MICROFILMED IJill IIIIIIi III{III I i 1 i I I I I I I 1 I'I l i l l l III Illllli'Ill{I I llllrjl illll IIIII{III III{i I IIIIiII Ilial I illllll I{ijl l iIlIIII I{illi! I Illitllllll{I (IIIIIi�l�l�li �I� M#,VIII III � II III � II I i I I I C A CC I CLINI _ - a- ullllllllllllllll ulllllulnllhlllll►rtlultluu!uu nuhm! I TI Is nlllnill ilfhrffirfllhnl nl!hllr�IHhlt!nlllull ttnhurhntltrlt Ilrflnnlllliinhnlinunulltnitunh,n nnhn�illriidlllt Inllull n!thtll,!!111111 iilllllit!II111lII Ilirlliil Illllh,llllRlliglnl - r • Q W Q OC 04 �- -- - -- L) (DDLiu. L 110 EN rm `\� o N VFW 1 inch 1a 9L C o z 0 �n W T ° 0) W a.�al. CORNER OF PROPERTY LIWE 'N 4846.9951 _ ~ ^ � - - --- E 4848.9951 L 0 CD 0 c cwt L 0 N 12 -)Tk "'-- - - 14.13'( F4 - '23 I S a 8 _ 14ft-;-4KC W � �In 44.58' _._ l- ` 0 • r� C � U -_ �. . .._ ....... . > 40 O� 4 GRID UNE O-e LINE _li_ 1 11 I N 4432.1194 2&08' / 1 I E 4816.0510 - �"' / Q 10 C ; / 16 I 2 C - , I F.E. ELEY, $3.9Q It 0 __ _ _� _ --- - -- c � � KEIf'NO"T e S �' ��� •� _ _ - �1 �,;'° b b I ��'��j 1. EXTRUDED CONCRETE CURB. SEE DETAIL 6/S06."421 j G --C-- 2H r v a C • I 17 ,� �\ 2. 4" WHITE PAINT STRIPE (TYP.) 0 0 f �f r "L ' re. N `� 15 3. 5 0 x .5-0 PLANTERS (EXTRUDED CURB). Von I C ;�; C b 4. DISAPV�D PARKING STALL SEE DETAILS 3.4.5/SD6. Q ; 1`� i .`j 5. LIMIT OF WORK BOUNDARY. W ! C C ��� 6. ROCK RETAINING WALL. (HEIGHT VARIES-BY OTHERS) `�' 18 27 ,� '' 12 8' C Z 4V � -�_-,` 7. (11) TOTAL BICYCLE PARKING SPANS. SEE DETAIL 9/SD6. ...J k C . lr s1 $ �� ' \, � 18 H. CAST-IN-PLACE CURB. SEE DETAIL 14/SD6. W b ' _-�-�! R 4�1 ..�' e � ' `' I \ 9. MONOLITHIC CURB AND SIDEWALK. SEE DETAIL 7/S08. 3 -- I"„'" -® �� • �?3' • �� ` �•� 10. CONCRETE SIDEWALK. SEE DETAIL 8/SD6. Q Z 1 - 13- __ - __ 7 \ 7 7 / �` I fie, 11. SCREENED TRASH/RECYCLE ENCLOSURE. SEE ARCHITECTURAL PLANS. �' L C12 Q - -- 12. SIDEWALK CURB RAMP. MAX SLOPE 1:12 WITH TACTILE WARNING �- 20 20 ?8 .,��� b \ 5.88` SURFACE PER ADA STANDARDS 4 �e13. 5'-O" WIDE STRIPED CRO;�SING. r =50' 21 ,R..!!' 14. LIGHT POLE TO BE RELOCATED a 24 I ' '� 1' 6233' U' 9' �' d' RIM 8ss' 0.!1 8 SP • 8.8 5 _ ` 15. EXISTING AC TO BE .REMOVED �4 22 1 25 12 13 \ 16. EXISTING CURB TO BE REMOVED 19R-2.5! 1 17. EXISTING EDGE OF AC 25.01' 5' 9' 9 • 8'-81' 9' ti' 4 8 SP O V-72' - R-ZS' ```� 18. PROPOSED SAW CUT UNE ' 19. EXISTING CURB TO REMAIN I 2 I 20. CONCRETE WHEEL STOP, SEE DETAIL 13/SD6 n \., � 21. CURB RAMP MAX. SLOPE 1:12 WITH TACTILE WARNING SURFACE /owb I 12 `~` 22. 8'-0' STRIPED CRG' :FING. STEL • _._ _�. _ --- _- ___ _ ____ I 23. TACTILE WARNING SURFACE PER ADA �1..S 8 © 8 •�, �� i�"� 24. MARINE BOAT TACTII.F. WARNING STRIPS. I V 20 3 T 1 (9 25. CONCRETE INFILL AT END OF ISLAND. • _ r I 28. 4' WIDE r�!ERMO-PLASTIC STRIPES AT 8" 0/C (3' MIN.) � 1 15' _ 27. CONCRETE STAIRS SEE DETAIL 12/SD8 r T - -- R 1 I , _ i3 28. RETAINING WALL. Z N 1 18 8.5 - ----- - - - -. ------ -- --�e 33 SP • 8'-214 '� _ L_ _ 1J5 i , o GENERAL NOTES ? C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C `'7` 14 - L.r<.I 1 1 24 > - �'�` 1. TYPICAL_ CURB RADII-3.0' (UNLESS NOTED) �• b Jill AREA bF ' •� WORK-/. ,--\` �e 40 x ♦ I V32 f f W. Z// _ --- SRE PLAN - \ EXP. DATE 12/31/96 DATE: I 8/23/96 , DRAWN BY: \ GI-K CHECKED BY' \ RI_.F R( VI'.Il)N I f)I T'f IN A l i W) IN' SDI 1 X MAMEMM ENMWERING INC I905, ALL R•ONTS K"WD ri�[SE PRA"NCS ARF TIRE R'R Tr OR NAEN71E ENORKERRN;INf.. 4.F I) AND ARE N0T TO RE USED OR REP 0 y RxuEO IN ANY MANNER (IfCFni YIITN T 111E PRIOR WIT1TN t`,'111RG41W(Y' N R 1 r- SHEET SD1 m OF 8 JCOR NO. a 6640 SW Redwood Ln BLIP 96-0566 2 of 24 2953�3�� TNI- SURVE Y INFORMA F10N SHOYMN AS A BACGROUND s(;RF-N w^� ON THIS SHEF"I IS BASED ON A SURVEY PREPARED BY DAVID EVANANS AND ASSOCIATES. W_ DATED 7/26195 ��En ���11�R a� 12-16-96 .-._..�......_.-.,,a _...,...__ IF THIS NOTI('F.APPEARS('I.F-ARFR THAN THE ocr 7 1998 DOCUMENT,THF,DOCUMENT IS(RF MARGINAL QIrALITY. MICROFILMED (l�lll�lllllll Ilillll�lllll ! I(IIIII�lllll fill+llllllllllll Il!illiilllll 1 lIIIr1`tj1�► I III{ll'�IIIII i III�!II�IIIII I illlll!Illijl I III�III�IIIIII! ! iIIII�IIIII�) I�l�lll�lll�li ti RNa� RAnoc diRl� _ ---�- --�►-_- ti -�'; �-A IIIIIII{IIIIIIIIII ILII!{IIIIIIIIIIIIIl1{nInIIIInIlnillllllllln iINIIHI I!!II{{IlIIlNI{I{I IIIIIIIIIINIIIIHI IIlIIIIIIIIIIIII{IIIIIIIIiilllllllllHlllil{IIIIIIIHIIIIII!I+IlIU+!Iu+lllll+In+!n{iI+nIIIIII lilt 111 nnhr,Illlllln;l m{Iun In{i►ullnm nllnnlnm+n+Imil+++ I 1 2 3 < 4> 5 6 3 4 CL 10'-1' --_ T-10■ - - 12r_t■ (n M 127'-3" W M -___. -- -- -_ -._ N I I- O � t Ch t'-0' 'Z c 1a 1 25'-0" 22'-0" -- 301 G"__. 22'-0"- 25'_0.. ' go x C4 �` I 2 j a Ir I F.O. STUD (Pl M 5'-0" 4`-8... 5'-40 4-'8 S+4 '-S_-4-- 4'-80 6-4 4;0 13 a / _. f�SeQN�_P _ O -7.._ R� Tom' t 02 - - - - - 'Q A, ` 27 a ._ J IcJA 103 Waw ELEV. Ad � Md lux U ! 103 1 I . 41 . I � F.O. PANEL - - -- - - -_ _.- _3__1 ._ _._ o i 1 { .t_.... _, 8 I � I I � � ~ C N�n ­71 r11 l-.__. 22 0 � c �n 14� 16 1R I � I `� I 1 OPP. a �� LAI d c I W m - -I \ -- -T-- f_ - i --- --- ---- -- Y . N c� 25 I I / I :r d u o v I0 50 I \ p I / ,� 9-8_ _`�` 10`-0• I . . I 11 I i - 21 j I I I 2 d a a- c 17 ' FU TMCEs �t 4 n I I i ) ---- __-_ �:__-:�---- - 104 ' � r- ` ' I • 0 3 ` -_..fit- - �I ISTAIR I ( I % \ I 'r 1 in I i I F 101 lot / I I 20 ;,1 I I 1 I - I / 23 \ I •r c E 1c �Av � j 1 toe �, ao AB.t -- -- I o I N I I TYP. I o in 06 -� I F_0. STUO UP - --- 1 3 i 7 ® i/ I _F.O. _$TVQ _F. . r -- ---------- it t __1� .3 .3 - ups - -\- -J I I ' i oo t� 2 STUD ( lOS I I 100 F.O. CONIC. PNl_ 1 1 1 1 I I I I I s n u� ;� I 18, / �` F.O. STUD - I .3 6 - - -- - f �� -------- -...- F Q. �TU� 1 I 2S 9'-2" -'- 4 9 •n I I AJd1T { 103 MA H. R 16 ■ I 1 I I :r I 102 + - 103 I B.-� Ila Q 4 I I CLR. ` 25 / ,- . - -- 15 I iFP I iST • ( STAIR I ITYP 1 OI I 101 •t ( I I QFVATOR - ;, to4�o� � - \ I � D --- ---^l - - - I 1S'-8" I -�- _ ••- ! b - - I I •. to a 1 r--- - -j I I j I ( I I I I - � - - I I Y I 10 I I O N 1 I 100 i 1 v , I SIM. _1. r I :, � '1 � I 1c► � 10 Ik y I - ---- F.O. PANEL � ..., ` i I I I , \ � � �; • 9 I I < 10 g0 HIB l_ - _ _ f 10 Aa.t Aa.l � I _ I � Aa.t i � _. .__�..,. • � I TYP. 1 TYP. I - I SIM. -9" ■ r ■ ■ r " r ■ r A4.1 ?I A\ g - ---4-S 4'-8 -- 8-4 4 8 4v-5v _ 1�_ t ENTRY O O I A2.1 I I A/� Q 1 0 ■ PANEL __.-_------ t7 1 A8.1 i 4 2 1 3 4 5 6 4 5 6 1 I FIRST FLOOR PLAN I __ -- � ° f- --r,' r �: ��. rf rf. I I ~ 2301 �r ly OBI - --- - - ------- --- -- ------- I - - I 8 j PENNI1 3 WOODS L� 1uNo. o OF �r PLAN LEGEND KEYNOTES _ I _ I DATE: � i _ I (3/23/96 1. POWER ASSIST DOOR OPENER ON 8"0 BOLLARD -� CONIC. WALL W/ 6" Id TL. STUD FURRING I 1 VAULT BELOW FLOOR I , DRAWN BY: 2. OIL WATER SEPARATOR UTILITY VAULT CO. - VAULT NUMBER 25--SA OR SIMILAR �m 4" MTL. STUD WALL W/ 3 1/2" SOUND BATT INSULATION RDP 3. FUTURE DUMBWAITER BY TENANT I CHECKED BY: 4. MAILBOXES I I DRW 5. DIRECTORY CONIC. WALL. W/ 2" MTL. FURRING k GYP. BD. EA. SIDE 6. FLOOR SINK 7. FIRE EXTINGUISHER CABINET S � DET. VA8.1 REVISION 8. 8" METAL STUQ,WALL W 3 112 SOUND BATT INSULATION m COLUMN FURRED W/ MTL. STUDS do GYP. BD. I f � � EDITION 5 '8" TYPE X GYP. B7. • � � �� � CLOSING , do 1__ . --- - - C H $ DATE 9. SKYLIGHT ABOVE -._ - _ - -- _- ---- _ 10. TILE ENTRY W/ SET-IN WALK-OFF MAT DOOR NUMBERS - -- - - - - - - -. _ It. CARPET � I I ® � r 12. SOFFIT LINE AQOVE I - 13. CURTAIN WALL ABOVE 14, ENTRY CANOPY ABOVE r 15. FU4ISHES THIS AREA BY T.I. 16. 6 MTL. STUD WALL W/ 3 1/2" SOUND BATT INSULATION \ k 5/8" TYPE 'X' GYP. 80. I i 17. 4 MTL. STUD WALL I I 18. 6" MTL STUD WALL " I _-- 19. SUMP PIT 2'-0')(?'-0 x2-0 W/ PUMP TO OIL/WATER SEPERATOR 20. LADDERS SEE 10A7.2 21. BEAM AT FLOOR LINE I ' 22. ELFV. EQUIP. PER MFR. ALIGN 23, ELEVATOR PIT 24. FLOURESCENT RECESSED CAN SPOTLIGHTS REFLECTED CEILING LEGEND I I I 0 (LAYOUT TO BE BY ELEC. SUB.) 25. BIRCH PANELING W/ DARK"CHERRY STAIN ____-� A,L RN - k�II All r WRVII c 26. MELAMINE SHELVES (7) 10 x 4'-0" ON ADJUSTABLE SHELVING _ +aa�. �t ax>H15sEnvcc STANpARDS 24 27. 2'-0 x 3'-0" 1 HR RATED ACCESS PANEL 2x2 ACOUSTICAL TILE CEILING pV(_/�_111 AW 1AMW Ft 01 Of -.. _. __ - - -- -- - -- - -- PRN'�R t1YR1T%-N P RWSSA N 7 WI i- 5 _ _---_ - s� _ D 1- 0 SHEET r, GYPSUM BOARD CEILING I I + x I I EXPOSED TO STRUCTURE I I I V-�-y I OF - --- - - ` JOB NO. q I 2 FIRST FLOOR REFLECTED CEILING PLAN 295385 8640 SW Redwood In /��� RASED PERMIT -16-96 BUP 96-0566 3 of;t4 � •�'t .� _ •.hy.,,,,., .. ......._.,._ ....«..,»....w.n,.......plca....;w....a...:....".»..,y.,.+.r.,.w:r.r....ewe...ti.�ili...w.r...,..«r:.s.. -..:.,........-. .._.y,...__.....- _. .._.. ..........._...,.........w...... ......,....... .w.......,. ........_ IF THIS NOTICE APPEARS CLEARER THAN THF. Mr 7 1998 UOC'UNIF,NT,THE DOCOMENT IS OF MARGINAL.QUALITY. MICROFILMED Ilill�IIIi111 11 1111111 II ! IIIII�I�III�I 11T t�1{ILII IIIIIIi(III�I T I'TITj1111111 I IIII►il�lilll 1 Ill�l�ltilili 11111111 1111INCH MAK IN 1 ! I�I�Ill�irl�l�l 111+11 1111111 1111111�11111i Illlnnlnnllnlhlnlnninnlnll!Inlinnlnlll!nl IIIII nnllnlhnlll,nml►lunlnl,l,n,n,lln„IIII,InI,tlnll,n,mnlnnlnnh„Ilnnlutl!,u,lunln,llnn Il,;inn nuhltt nttIII nnlnn nnitnt nithttt!:nintt unlnu uuhnllnitltll)tu1 r a Tell _ r , ., 5 r.. ,.. w.. ,. t' :.'� r :. p , „ . y.,. a .. ^a• .- .. _v r s...., ....�.!-- .: . .:: i .n..._. i , ,dYl. 7P�: n.. k,.: - 1Mr. _ Aa�M.. .n ..MI.. ,: b......... A ✓.... :r�_ r dAUa}'�,'.Y `4v r ., ,. , ,i Y S.,pM4M. ; �+A�.4..,iei!!. `H"Ji .�.-, _. ., ..h., 2 ..�It d►✓N°.�. _ .. :. ,.t_ -3 ar�•i.. .j Ht rSe. � ..� ..tl o ..�tl- v..A �..:..- .. ... + � - -. AWS,.�1t � .., f: ,�A". ..,�., .[ x ,.."( :�.•r:..4' •-0.Yr ,4' _,«t.'::, c _ dt, 44+c k AE. ,f96 c ✓. 9. # ,,.!11 eSu r. 4.w,. .'�. �. Wit" W n-' ,.. .:8 Md►. �, ..��'..; .:x. _ .G;,• ,1. �"`�. ,di�. .. b. • �' a � � � 111 . ... ; .r, LLJ (p In ! !~- o cq • om r 2 3 4 5 6 - to ala a 0 4 0 O 127'-3" ` � p _ - -- - - --- - - --- - - - - - - o - 25' 0" 22'-0" 30'-0" 22'-0" 25'-0" -- - - - - - _ I 2p-as 28-Sw4 05'-0 4'-8" W-40 4'-8w 4'-8" '-4" 4'-0" 54� 4'- " W-4" 5'-4' 4'-8" 5' 4 4'-8' 5'- I I Qvi r (n C 0 m 03 - W a n N A _ - _ - --- - -- -- - - II W GA81 ' S'-0' 5'-0" 4'-8' 2'-8' �- - __ o P '�-� ,C 0-- c OP . Q v01t0 L_ 0 0 s 1 -40ICA- a w l _ - I 1 CURTAIN WALL (OPP. HAND O GRID A) I ` ` I oo 'l 3 -5• k" 10'-0" I ---_ - -- r 4'-9" 10'-1' 8'-8' e'-0' 5' - - - -- a � I 4 . _ I, j � 6 - - -- -- 'R - -- --- _ ___- O - - - - - _ � I j °2� �2'J3 is I - will I 2 't I III :r I I i 1 203 15 ir D.F. D. ,.-- STUD 0. STUD iv OF THAN I 20 16 � I 3 28 I I V I •I ( LEASE SPACE I 207 5 I HAL .I I I 1 1 ��i . ' rn u� 7 -- --�� 230 ir) 204 ,� ?05 205 119 I 1 \`7 co 20 F 0 STUD- - - F.O. STUD F.O. STUD \ / 12 1 ! I �, - 20A JANITOR: 25 4,, -- 17 14 I 1 4 A8.1 I 208 w I '- A7.1 10 \I 8 I •� 10'-0" r I - - �� - - - - - -- - -OC F0. STW - Y . . 1 i?h t N ��e \ I O b 8x1 7 I 21 ! l`JI - I 1 I 1 ?� 4' � � .1 TYP. 5-4. _ 5'-4" ,- 5'-4" _ I I \ `► ' N LEA ACE 201 1 i I LN- OR r 206 2 TOILET ROOMS v I I 1r F.O. STUD ---- 1 10 F.O. CONC. PNL A2•a 1 4 - I 1 Z 401 z. A7.1 10'`1' 0'-5' 8- ao OD N. I - - - - 14 0 1 20 1 f TYP. I 1 A8.1 TYP. .. A8.1 SIM. ) 17 LL_ I ; 28 , I I S 10_7- 1'-0°' 3'-6" a I I A2.1 /21 - 4 5 ` / 15 19 15 1v I U ; 18 g 24 0 © - 4 27 1�97 FL -.Jt- 3'_40 I 1 6" ch 16 + 2 3 5 s a TOILET ROOM ELEVATIONS -� /2301 �S -NNNIS R. 'WOODS ) i 1LANo, oREc" 3 4 5 6 ;� OF SECOND FLOOR PLAN DATE: 8/23/96 I DRAWN BY: o RDP 25 GA. METAL STUDS -_ ,-_ ___ -=--- - • AT 24" D.C. WITH 5/8" GYP. CHECKED BY: o W. EACH SIDE DRW r REVISION 11 ll I ( I 2-TLIBE FLUORESCENT UGHT 11 I j ( ) CLOSING SWITCHED BY SENSOR) Qr a KEYNOTES PLAN LEGENDPARA-CU «T >1 �� DATE: 4^ 1/2" SOLIARE BE LENS 1. FIRE EXTINGUISHER CABINET SEE DET. 1/A8.1 -- CONC. WALT_ W/ 6" MTL. STUD FURRING 1'_0" J 2. DUMBWAITER BY T.I. ' --#IIRROR I _ _ I 3. 1111 1 Lj__ 1_+H 4. FLOOR SINK 4" MTL. STUD WALL W/ 3 1/2" SOUND BATT INSULATION 5. SKYLIGHT BELOW 6. FRONT ENTRY ROOF BELOW ---4" BACKSPLASH 7. CONDUITS CONC. WALL W/ 2" MTI_. FURRING do GYP. BD. EA. SIDE 8. SOFFIT LINE ABOVE I I 9. MECHANICAL SHAFT I co i 10. 8 MT4. STUD ,W;ALL W/ 3 1/2" SOUND BATT INSULATION COLUMN FURRED W/ MTL. STUDS Ac GYP. BD. I I I r & 5/8 TYPE X GYP. BD. SINK IN PLASTIC LAMINATI- `. 11. 6" MTL, STUD WALL W/ 3 1/2" SOUND BATT INSULATION I COU �--1 /4NPA BOARD BASE 12. 3/4 HARDWOOD SILT_ .J DOOR NUMBERS R �� 13. BEAM A FLOOR LINE -_ -- - - == - ftTIC1F 14. LIGHT SOFFIT ABOVE SEE DET. 4/A2.2 - --'- -- AT TOP dr EDGE 15. GRAB BARS \ ---2 x 4 AROUND PERIMETER Al MAMMIK/SAIIO!ASSOCIATSP.0 16. TOILET TISSUE DISPENSER 1045, All. RIONTS RF9ERVTD 17. TOWEL DISPENSER / TRASH - FLAT BAR SUPPORT � - ----� + rNE:x ORA1MNti,ARE TIE �Hp'F.R11'Or j 18, SOAP DISPENSER I - I I i '1 I I t„`� I " w►Xr ARI W.1 !Af USED S,pc rs I +^ F r. 2 ADJACENT WALLS IL y A A)R ARL wnT TO A Osco at RE�ko .2. WAINSCOT TO 4 -0 A. ON REFLECTED CEILING LEGEND oSH n�ANY wAwNCR,Exttar wml rr�r 1 20. FLOOR DRAW _ - _ -__ I I -J-_ �- -i/4" x 2 Fl 4R O MIDPOINT PRMNt rrRmFN PERwt55HMV p ws A /1 T C1 W/ (3) t/4 x 1 1/2" LAG SCREWS SPIFFY 21. DRINKING FOUNTAIN I © ` �' TO 2 x 4 AND (2) 1/2"' MACHINE 22. 4" RUBBER BASE - --- -- - 23. MIRROR FULL LENGTH OF COUNTER BOLTS THRU STUD 24. ROOF SUMP. SIM. TO DET. 1/S8.2 2x2 ACOUSTICAL TILE CEILING I I - r) 25. MELAMINE SHELVES (7) 10" x 5'-0" ON ADJUSTABLE SHELVING I I I I Y- 1 -6 ' -INSULATE HOT AND WASTE I STANDARDS � A2 , 2 26. 3-0 x 4-0 HIGH PLA . WAINSCOT PIPING27. 10" x .3'•-0" SHELF • 34M A.F.F. COAT HCK.K - ?e _ GYPSUM BOARD cr_luNl^, 2ND AND 3RD FLOORS REFLECTED CEILING PLAN r TCS{LET RSM ROi=FIT U OF " EXPOSED TO STRUCTURE .. 295385 RMIT SET 12-w1f--� 6640 SW Redwood Ln REVISED,SED P stir 96-0560 4 of 24 IF THIS NOTICE APPEARS CLEARER THAN I HF• DLT- 7 199P ` IX)('IIMFNT,THF.Ix)CUMF,NI-IS OF MARGINAL,QUALIVY. M'ICROFILMF,D I tjllily i'ijljill Jill j! 1 ljlilll1111111111111111 ilI Ijljljyll lel ! llljl�ljl;ljl Ijl;ljllljl�ll Imm MAO[a Cm WA IHjIIIIIiTlljllll Illijlllllllll�IillTlil!IHlhhljlNillliilnll nlihnl Illl�Hnl+I+iIIIII IIHjIIIlIllllhlll+►IIItII+Inl+hnitf�Illhni+uilnn llhlll IIIlilullllul1111i1In1�1111HlIIInI Il+;hill Inlln;;I;IIhv ln1►l11ihuihln!nIIIlf llihlu IIIIInII►ntg 1�lIIIIn , - 7 F, 777 (L L� w V) cn In 00 KEYNOTES `� fv 1 2 3 FIRE EXTINGUISHER CABINET SEE DET 1/A8.1 4 1. �40 c14� 3. FLOOR SINK w 0 N 4. MECHANICAL SHAFT w t3 i' 5. SQFFiT LINE ABOVE i 127'--3" 6. 8 MTL. STUD WALL W/ 3 1/2' SOUND BATT INSULATION o -_ --- — ----i - - — -- - -------- {__ A 5/d" TYPE 'X' GYP. BA. '< I ^ --- 7. MELAMINE SHELVES (7) 10" x 5'--0" ON ADJUSTABLE SHELVING 25_0" �22'-0" 30'-0" 22'-0' --------__.25'-0b-- -- - ,� STANDARD' * x4' G a ` . ,Tx u. �__-- _. �--,j ' r a. 3• x 4 -0 HIGH PLA�1. WAINSCOT 2'-8" 9 -8 c) • b • • '-0• 5'-4" 4'-e" 5'-4' 5'-4" 4'-8" 5'-4" 4'-8' 5'-0' 50-Ow 4-8 5-4_ 4�I! 5-4 5-4 4-8 5�4 4-0 f' ��o O ■ C v-r In ----- - 32-p _ _. ---- c Q of m \ ----- O 0 N • —4 LAJ o� Ce I U � 0CC -- V' O�PP. `Q o� t o a �' w or. .4 g oa. a. L� t u - Dy 101-0, 4D -- -- _ -- - 0 i AMA- WOMEN • I 302 3037jo0 5 i AS I i 2 I rYP.b - UJ96 I z j3030337 I -- RIL :rs x .. STUD N _HALL F.0. STUQ N ( TAIR I I b LEASE ACF I -- 307 in 3U4 1 1305 I j int ;f 307 300 "-'a !� r cv F.O. $TUO F.0. STUD F.O.F0S7UU ANI 9 4 3UH �` ----•-•--- �-- l / a f 1 1 b b 4 /I\ C�� - -- -- - -- - — _--_ - T Box " 10 TYP. 1 04 � T 1 ON � 1 I \-\ `/ C.4ELEA�ACE - --- I 301 i I LFVAIOR i •� 00 io I ! F.O. STUD , 66 F.O. - C. PNL. 00 CLR. ♦ --_ 18 SIM. ------- ---._.__ cy— V - d (91 207YP. \ /1 T YP. ` ——— SIM. - LA- A2.1 Z <2� V4 11 � � I 1 1 2341 rt1 �>7 NNN R. IOM PORRAND, 0!tf GM i 0F DATE`: ` 8/23/96 5 DRAWN BY: (IWO, THIRD FLOOR PLAN RDP ;/8►.,1'_p� -- _- - -- - -- CHECKED BY: DRW SEE 5/A2.2 FOR REFLECTED CEILING PLAN REVISION z§ EDITION ° CLOSING t' DATE: LEGEND "O CONC. WALL W/ 6 M FL, STUD FURRING � 4" MTL. STUD WALL W/ 3 1/2" SOUND BATT INSULATION r'e1 CONC. WALL W/ 2" MTL. FURRING k GYP. BQ. EA. SIDE (� COLUMN FURRED W/ MTL. STUDS do GYP. BD. _, 4A(lCWZIf/SAITO A AS'.rUQATES,P r. ' S99S, ALL MeV47 WKA%[D s DOOR NUMBERS A)AND.aO NUT to Bf 20"a OR RC�Ro nIfSf DRAWINGS ARI TW PRO"IM Of M)ACKLN21I SNTD AS" `M1f&PC NY DItM1 tN ANY MAlMER,fxcEPT WITH TNF PRIOR WRtTT[N Pf RW9".,IUN fF MS A ! SHEET � I A 2 . 3 OF a JOR No. 6640 SW Redwood Ln REVISED PERMIT SET -16— SUP 96-0566 - •--- ' 5 of 24 — -- s r IF THIS NOTICE.APPEARS CLEARER THAN THE KT' 7 199R DOCUMENT,THE IXM'UMFNT IS OF MARGINAL QUALITY. MICROFILMED ! !i!i►1!1!;fI! ! 111111!l!I!I!II !i!I!III!I!i1 ! !Ililgilihl! ! !I!I;i!l!Iil; 1 II!;il!lli!11 1 Iiiii11111ii1 !i111111!ilili) I siii!Ili!i!il 1111!IIIII►ii 1 INCH MADE RI�1NIA -�--r-- - - -r-v�r —�-- - n--�a.. - �r _ - 111i!111 I�nlnll!�nh!�1lnnlnlllluilnnlln!inl ili!lTnil!in sulninliinini!In!Ilni!1lnlinn n!dnii isnhulhuilnn iu!Iill!lifllll!III!!IIIIHINI!IN17 IIIFHIII!1!t IIIIiNli11111iii11 nnhss;mill°s�.Istiilsnluulun!�ulnniulslull isn{Inflni!hlf)i111 , I `'"IA' -:i x S.A: W .r". 4. 1.:� r 'ji :'.,to--... �'•N.�:'s. �.`�"ldd'8 .r.;. -'.'�.,i. "3:.:.',f.- 3..ir,� r.,:�+:�- CLQ _..�..�� 1 2 4 KEYNOTES M co i n 1 127'_; -- _ 1. 2-6 x 8-0 ROOF HATCH SEE DET. 6/A8.2 (J N 2. 42 TON MECHANICAL UNIT 25'-2" ?2'-O" 3fi' 0" 2. 25'-2" 3. 6 VIBRATION CONC. SLAB/DECK UNDER MECH. UNITS '0 m ;v, _.._�.--- —--- ---- --�� - --- - • _� _ _ SEE DET. 5/98.2 � A 4. FLAGPOLE SEE DET. 18/58.3 AND 9/A8.2 V) 5. ROOF BELOW c Ln 6. WALK PADS Q 7. TYP. PIPE PENtTRATION SEE DET. 4/A8.2 c 8. ON p 0 L-. J ! a I • ° ! lnoa cerin oma .240 C14 r_ I N ' 0 Z^ r Z �30a Lam! in ew oz 4( o0_ n. 40'-2• 40'-7• I 339'--4" 39'-B' 40'-8 1 2" �;' a'=s• 4-: 4'-o•t �_ T32E �� 1'-6 f CCC�C� f Z6 DEC= :4 I f` �I I� L_�J L * ;1 I �x l 0, o I x I l I I 391-5 x 1 1 in I Ej ('''"''� ! ._� � 1 J � � ti 15 b ~ 40'-2 1 7• •a L 144 3 1 40'-1 1 2• ..x.1 - ----. \39'-2• �r _ / I � r 38'-10' 38'-4• 39'-5" 4 139'�O- O I 30'-10• )5W'--4• 38'-8' <D> z 14 i O O 2- A{.1 w 1 2 3 5 9ENERAI NOTES: - ALL SPOT ELEVATIONS ARE TO TOP OF Ru0rING UMLESS NOTED OTHERWISE - VERIFY MECHANICAL UNIT OPENING SIZES AND LOCA-.IONS W/ 14ECHANICAL C(*'TRACTOR ~ 2301 NNI1 R.. WW / �► ROOF PLAN 1/®Y ,n�ORTI�IND. (SRFGnf`\_ Off, J DATE. 8/23/96 DRAWN BY: P,DP CHECKED BY: DPW REVISION EDITION r CLOSING DATE: r-, uT 1�1 MAWWW/SAITO k AS'SCCIATTS•t't r. 1995, ALI. WOWS Rf%,PWO MESE IOWANG$ARE THE PROPERTY Or CT M"Ew2 -c1QTO♦AASOGMTR:i. PCW �. A))AW,ARL NIT 10 BE USED OR REic�`RO- V1 Ol�Ctl'W'ANY MAWR EX(XPT VATH THE P."WRMUN PI.R►gCA)N 0f M5 A SHEET r as LJ rQ A2 . 4 y ri I ill ex I U-1 OF ;I r. JOB NO, !Y. Q 295'3$5 CID 6640 5 Redwood I n REVISED PERMf T SE712---16-- + 01 SUP 96-056601 6 of 21 'mss'-- ����—..... r..—.. ....�._..-.�.-.,,.,.r �..—..�•�..........,..... ... !til 4 IF THIS NOTICE.APPEARS CLEARER THAN THE ULT" 7 1999 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED iIi iIIIi!iI11i11 I1i1i1l1i�i�i i l���lIli!1I1ili 11111ljl�i�l i�ilimlunlnli unhinhmhm!ImIIInIImiI�II nnlnn nnlIII!m!!!nllnnlnnl+nfhnlllnllnr nnlnu nllhn►Inuhln nnlnllilllllnnlllllllluilm11n11nllln,l nnfll�il'illhul n1Ilml nl�nr�lll�sn nnlun+ulhntlllnlun nnlnmm�hlll�lll • : CI i..lSliYC'', ,ilml•:�5.. ..rar.'�..—_...—..s��Yu__a_,�..._s aruvuw^a.r.r ire:L__a�v...muYc•..�-,_—_�.�a.. i��sYr.--_y.�.�-.�,..a_:.._...d.un:r..er -_- _ — :.,sruTi..�i{�'♦,SYY�(�i—__._._. _-.P..�_—_. _.. .- _ �aL, �..__tiN�•� — __ - _ i 4 1 , .,, .,.. .. .�M k a • �:. C a. ,,, ., a ,, �.. :3 C � a, k a t / s, r � -7 ell*"1 10 1 0 l r '0 W M CGD KEYNOTES _ oeq 1. FLAGPOLE C� OD2. FUTURE ILLUMINATED SIGN LOCATION V x CJ 3. ROOFTOP MECHANICAL UNIT O �► O C-44. SPANDREL GLASS (� 0 m M S. 8` ALUMINUM BAND 6. ©OLIARDS C) A .� C i 0 • an ii • � c M < O 0 • 6 5 4 i 3 2 1 o a f ;� `cam t" to C P cn o>` W 0N II � 0 RADIUS I 1 I W 3 ��._p- Y vi C t -- - - -- _ --- - --- _-_ - - -- - <Oa4 ffil Iflu ao = moi" 4 Is I 'III FIND 1 FLOOR _.. ..,. N lu two _r I z 1 i 3 a.� FINISH FLOOR 1 , aIu ._. stn � _. .. .. ..:� . un m nu : Tel ., r. _ ....,.:—. nm: _ ® r _ _._ , I. JU s _ FINISH FLOOR 193'—O` - - -------- r — _ J 1 L J L_ .- J 4... _ _ J +. — .. —A J � a fi EAST ELEVATiaN - 1,�B"=1.—0" i • � (� Q Z • � W O ad Q IS � 1 `/ 3 Q 5 6 uj ill P.3 I RADIUS _ 48' O' A.F.F. I f, ' _:--__— `�_.__+ Mr_t„1._:'YS'^A6. Y'Y._l:�,M'^_ " --_.:'----vi.�_ i i; - !L `_ _ 1C'^^.•"'_'_..'!'�.'�':'�5.:3.:�'.'.w•.'�.'!...._ _ .-".�W...4GG:)3.-:"Y:[.-l-:Z. ,. ..0 1Tl � t. _ 1 ' I oi- . I o ... . + , s „ • DATE: FINISH FLOOR 8/�23�96 ,..:li, .: I q . C'.. DRAWN BY: ,� LW r , I , — RDP f ... ___. ... �I -. � CED BY. 11 CHECKED DRW 1 I 98 -0` qin �+ RA IUS ., REVISION I FDITION . to _ _ ; _ - - _ p At3� FINISH FLOOR - - Lc .. c ------- - �- DAT., 1EMIltF I N Im ff _4 — I • ,. +- -._... _ ' MSI-._...., - -,. _._.�_.._. _"•x_ _,.._. ul .. .. _ FINISH FLOOR — _- - -- _._ - -___ — _ — — ----- — _ — — _ — - _ -. __ _ 193'-0' - — _ MAC'KEN,21E/SAITO R ASSOCIATI5,P C ... 1995, All RIDHTS REWWD THESE DRAWINGS ARE THE P^.DPERTrj(Dr' fT A6")—EN ZI- tK1T10 Al eE U All RES'RU W DU(£D IN ANI.OWNER EXCFPt WITH illc � PRIOR WNNTrN PURMMIMON lK M'&A WEST ELEVATION SHEET W m A3 . 1 I _ OF � J .JOB NO. 6640 SW Redwood Ln 295385 7 ooPZ96-056P REVISED PERW SET 12--16-96 Fr- IF THIS NOTICE APPEARS CLEARER THAN THF. ULT' 7 199P DOCUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY- MICROFILMED MCA Mae m ol"m � (ISI)l(If Ijl�l IjI�I�lll�lf! I If If If i(If If i I'If If I�I�If If I)f iii)if i�if iii i If{)Tf l((flf I I If If illlf I�! i If I)if I(I)i)l i If I)l)lll�ljl I If I)if I�If if If ! if If I�if If li'll�l�l�l}I(I�li. �l�i�u�inulul� uiihtnlunhn;InnlunlmllilhLn Iiln nnhnl nulliuhulflnllnn!Iuthndml nlllnn unitulillnlnll11�ulllmm�nhlnhilnitnh�,iml►►nIII,IIIIn nnintln�uhulhln nnhlll+mhIII IInllm nuinu nntml nulnllhnllulii111 r r C ,w._...... ....-n•�.».w.....vn-,•.w•...,_«_-•nrs_,...w..,,v...._.,...vw...,w+•...s.w.-r..,._.. ...«-..._�...-a......,.,,vw ...r.r._,.........__ ._. .>_. _.... ..+rT .. ._ ... -._ W KEYNOTES �— 0 N_ ch 1. FLAGPOLE � c w I 2. FUTURE IL_LUMINA TED SIGN LOCATIONL� x co 1 3. ROOFTOP MECHANICAL UNIT 6 q 4. STO. FINISH OVER DENS-GLASS GOLD 8D. QO . T C1 D < >C B A 4d 00 4 r o01 © • o I . { ~ tpcn i ± V) CD 0chm r. _ I i I I I Iw a_ ON 3 N • m tN Z li0C) i --- w LnC 77 v Oi { i &1 1T8" M. pp ` .� ! m,., ,,.tin.-•.,., a.� �d �. ..y •v __ b r I u m I Q FINISH FLOOR I i U ne pn u'i mr un »L uu .. in _T # z FINISH FLOOR I I nn t Z3 ( r I_ • i F. 193'-0" FINISH FLOOR I I' t - - - _ ' O 77 L .— --M-I j SOUTH ELEVATION 1— V) O Z (A O C ~ Q w I� W O Z A < E3 u �D 1301 3 � 4NNIli�(R. WOODS �n`FIORTIAND. OREGON i � • All ililL!4! . .. - OF C DATE: fir an nn JM ( Im ! rm 8/23/96 'i. _.. .._ ,.. a .J i I DRAWN BY: f- RDP ", CHECKED BY: io DRW �� I - _ _ „ ewsloN FINISH FLOOR I y -� -.-�- .: :- IIII 4��_.. Qn IBl :7—r. .... ..ml. liII .. Ipi _ � ' DAM j L A11jl FINISH FLOOR { - t __ _ _ _ _ MA(`(ENllf SAIT0!ASM:IAli"S,PC - r-.� 199". All RIONTS RES£RKD tee•--•' _ _ �— - _ _—� THCGE DRA'MNCS ARE 1F[PROPERTY Of m FINISH FLOOR --_ 4 - -- - -- \ •' - Mh()CENTIfl!SAflT)!A,STxrAlf i,1`C (M S DVCf.D -- 1'NIDQ MRI11F•N PENMIS510N CN J S A (U 193'-0' r r I- to _ _ I 1. 4 ,_. ._ _ _. __ __ r-_ T SHEET a'a NORTH ELEVATION_ 0A3e2 3 w or ,M a 1 ill T ,K7Et NO. u a 235385 6640 SW Redw000 Ln REVISED PERMIT E MIT 12-16-961 ....._BUP96-0566If1 8 of 24 - guy 4 , fiEi ,6C.ex'4:rn«j•ii@;RIt:C...-1d'�M.�Y.�.:.�1 1 j � PP�i°{�'-1Fi�".�(i'P.' +1�",r•.�4'•-77�++�i.�m,+ ��v:rW,�e"U*�r ��s2y T.'A{l`klbi,a ,T::�;� �sM.. :r. x:rwn�r+rzp ..rt:. 7M�SgJM :Ku IF'THIS NOTICE APPEARS CLEARER THAN THF. OUT' 7 1995 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Illilf�lllllll �IIIII��I{I{I I{I{I{ISI{I{i I ISI{1{ill{I{I{i I{i{I{i{I{i{III{1{rjili{I{III I{I{illll{I{f I I{!{i{Ill{I{III{I{I{III{Ijl I'I{111{Ill{11111 l i{!{Ilf{I{I{I I{I{I{IIII{I! III{All IIA{1111 IIII{IIIIIIIII{IIIIIIIII{1111 IIII{1111 IIfl{1111 AII�AII IIII�IIII till{IIII 1111{IIIIIIIIIIHII 111lllllt IIIIIIIIIIIIII�gII IIII�IIIIIIIiIIItlllllllllllllltll�llllftlllllgt IIII�IIIIiIIIt{f�tl�lill IIll�ll�lllflllllil�ltlllllll�Ilil Illl�llllllllllltilllllt,111111t! 1 l m.. :.,. ' a. K: tn�.» ,.4'w, . . :.4 ...,xt�'� .•,,..x5:,.... ../c r. ... .�.r......,,...u.,.: .M 6.'NY.n�,..itL: x .mfC rLr-... .s. .lpt:. .;:.: ..- .'S,.: „1Lsr a79. _ 3�,q.lAllBi4n .t.r rS.,p.axd`. 1 .7 .. s .. .. A, 4c'. - - .. p,,. x y. ' I t, KEYNOTES 1. ZOLOTONE PAINT O LOBBIES / I_— _ 2. BIRCH PANELING W/ DARK CHERRY STAIN I I 3. BIRCH 1x4 CFI McCOY F•-240B BASE CAP 1; � � pe' 00 4. BIRCH 1x2 CHAIR RAIL W/ McCOY F-724 MOLDING 0 LOBBY \ / O END WALLS ONLY / a Ch 5. BIRCH CEIUNG COVE McCOY F--613 CROWN 8. DIRECTORY SIGN (� °�x N to .r . �a 8 _y L 0)4 oV C: M d to Na�pQ h SOLDIER COl1RSE(S) - W a. � oN t �A! A8.N15 REVEAL COUR _1MULL10N ilia,� � Y e uwoN I __ Q c t a 1 0rL � i soLD1ER couRSE ,,, I ' I f d N � r' SOLDIER COURSE- AT WINDOW M 1>? _—� « ' a r :- UWON j `f`�Ti . I - - SPENDED ACOUSTICAL CEIUNG - _ _ _ - Ln Lj ALUMINUM WINDOW- E SYSTEM W/ INSULATED '� 12 I YP. BD. SOFFIT GLASS UNITS TYP. LO t rV 1 1 LEASE SPACE Iykl TZ (3A8 307 % /-POCKETED HALL/ emu=! /� 300 FIRE DOOR 7 to 3 4 rot A8.2 B LION / 1 I n4 14 - - F SOLDIER COJF.iF--'� �� . ` .r• I � AT WINDOW eq 8.2 -- THIRD THIS N. FLR. _FIN, FLS, . FIN,FLR, - Z ' ,� :... N - , � - 1. 7 I [k..[ _ ,L'.•• V Via,. 4 x. r _ , •• r :xt e • : ccwRSEs • : r uwo_N I -r-----�-- -- � scx_arER COURSE-----'__ J � :..-�•'/ � `T '=. Ld ^I 0 SOLDIER COURSE--�. , N I lq 19 AT WINDOW `O T UwON b - ----- - - -- - - I^ -----SUSPENDED ACOUSTICAL CEIUNG 12 — ---crn: BD. SOMI - -- — --_ -- - - i O TURE ACOUSTICAL CEILING 5 I i r � I W) Dil --FUTURE )(' H RUWO0DAI. SILL W /BU O.SE TYP. LEASE PACE 1_-PO("KETED / '00 .J t 11 8.2 i 207 FIRE DOOR HALL do Q OBE3Y A8.2 B JON / l — - 4 200J I 204 SOI.pIER COURSE--` AT WINDOW00 Ix % " t I rBW, N 58 3 '� 20 16 _ / \nz SECOND SECOND .FIN, FLR, , --- F N _1R °D COURSES - -- - a• - :vg� 1177 / t - ~ �' S8.3 - _ = -r>.- ._... . , NNIS 1R. WOODS ;- 301 SOLDIER COURSE______ OURSE � R OF U� l ! J SP, ACOUS CLC. i t-rSUSP. ACOUS. CLG. -- `SUSP. ACOUS. CLG. o -- DATE: 11/14/96 SOLDIER COURSE TURE SUSPENDED "� - - - -- -- DRAWN BY: AT WINDOW 12 ACOUSTICAL CEILING CA ) -GYI', BD, SOFFI RDP IM j A8.2 j ( r t GYP. BD. S FFIT 5 DLW CHECKED BY:\ I !I ! REVISION -- - u� EDITION N I --rUTURE �( HARDWOOD ' U.S. MAIL G ^ s CLOSING r » � t � l`�ii1� I n'. g _ DATE: SILL W/ BULLNOSE TYP. -- O EXAM ROOMS & OFFICES CLINIC - 11 / I a' JANITOR FUTURE OFFICE h LOBBY0_04 102 104 I �I --T 100 oD '� 6» METAL STUDS O 16» O.C. / o r W/ BATT INFULATION SOLDIER COURSE AT WINDOW , N ---4-UTURE 5/8» GYP. HD. aD � 0 �a N N � CONC. SLAB MIN ON I I � J I N ' t — N GRAnF OVER 4' I I _ _1_L -- - ---- ----'- - - FIRST u, -�►If3L DRAINAGE GRAVEL _ _ ' . - __. -------- x tr . �, w. 1. ' 'v 'a' �1 99KIFINI ./1.m10 RFSERVFDA IF.S.V t: _11 — jj r • . .. 7 , ` , 11Y. 71M, .: �._.j �. _) I +t. - - •� t-.. •� THESE DRAWING.ARE THE °Ra'rM OF O� rrT rn L i.�' .11 .tJ i.I. u I -.1 �i I( I'.+1 _ a� r'm eE sixt Rf 'I~ T —"'_L— — —' — -�- --I 1 i - I I F l j � �I I i I{- �ii •1� -•1 _ - f "_� I — ! -:{t'__ -- �J.'.- S_ .I ( i_'lSJ, •I 7.6" IN ANV WWNER ExLEP1'WRH nit PRKiR NNIiTTEN i'F.R►Rst or 4S A \ I I I _r(� _ _� _.. I- :l - �_ LL lr�m' IT rT? i fT !I t=J _ ^I- "� _ OIL WATER SEPARATOR VAULT I - �j� �J ..I ( � I l �' I 11 '-I I �-� �h;� '1 ! -1"� �`"'I,LI"'"I 1 ' F ET I ! ( �l- r l I I� L---- - - -- - - --�- �JJ � I r�.T I 2 I � w TYPICAL WALL %C-nON - _ rim - A4 . 1 t r -� A( 01 OF SECTION THRU ENTRY .' "° 295385co C—A)T 72 -1--(? .. BUP 96 0566 woos Ln Q REVISED PERMIT SET 12�-16-9 01 m 9 of 24 nl IF THIS NOTICE APPEARS CLEARER TITAN THE OUT' 7 1998 DOCUMENT,THE,DOCUMENT IS OF MARGINAL QUALITY. MICROFI LNIE ) t �I�IlI�I�IlIlI��I,,!IlI�I�IlI�I I III�I;I�IJi�I I'I!IlI�I�I�!!I!0 !�!�I�!j!!!!! 11�(��1�1)l�l I I�Ili�l�illll i I!I!i!!I!!I!i I I�!lI�Ili�lil � I!I!ilIII�IlIlI I I!Illli�l�l�l i�lll�lli�l�l•!. 3 IF DIlllllullllllJill HIIlIIIlhliilnll!lUIlIIII!illlllnl nnlnu InIInIIIIIIIIInI!nnhnl unlnnlllululllln!!nn IUllnnlnnlnnlnnllnllnnlulttnnlnnt+n111nllntthnl nnlntt ttuhnlllntllttt It11�t1I1 tti Itllnll'iltlllttt Ittth------ F;;IntlntLnithmlmlluuhrl .x:x..v...ww.ihaLu :ua....u ..uil.l.._,u...:.d.a♦ruwilnm..,.v . -. ....- _.,_.. ._.w...__ _` .. YYILLr_.. L,w.__ h :PiYWWiYiINYeYi♦♦url..:-.. ...i-. . a .- ,., ,,... ,, n.. • ... .. . . - ... ,_ .. -... � . .t` : � 3 6 6 6 -_------ `� S 10'-0` 10'-0` 110'-0' _ ---� -- * -10 fes._ s-� 1 7 � ,-10 1 2__ 5-i 1/2 �'�,o_1z' 5'-1 112& .. CL 8'-2 1 • 4'-10 , Z" 5'-2 1 4'-10 1 2' 6'-� 1 2` 4-10 1 2" ,�---- - -')71 - - (A 16 16 18 I 4-2.- C 7.1 7 A7.1 A7.1.8 - I 1 :. Li MNPJ 1 '.1TK.JL - - 1 / 1 /2_ /2 11/2 12 f a "" • 1 1 " 15 co 1 i/2 15 f - - I. 4ox 1/2 ■ 1 1/2" . / ` 1 1/2 1 f/2- , ,.� o I 1n / I 'n - I in a 15� 15 to / 1 ; a ;,t !- , ' I :r In �t G m KN�3 'U I r E 1 t 1 / 'I I - 1 ;r ! \' .I I I I •I ----- r a �k + - _ _ O " ^ �11• L3 -= 1 � -- v) I 03 to a O ■ _ _ a p y t - _ 14 • w \ I ---- - --- -- N N C4 rc, I _ 1 I ( h C O � _o _. - - o _ -- 4 -- --- i �, �,,, u I - - ' a a i _ . p C I I N - -- - _...__._ i I -----_- - I N I IIS Q N .. G _ 17 I cs. - - ' � ,p '� t� N z l r l 1 J ( O I N p r1 I. I N .I tl1 C - - t_ F. STUD I .0.- STUD i J f i . __. o. sru U t C)-- c --1- \ II I + D I Q D N o d I w o .c a l I `"I I """,� )F l_ I o N ��N.o i N! _' 14 u I 1 I N .I a o a a 1p I o I - w I 1 I I 1 i In I 1n �` I In I 1 1 : In r' 1 --" to F.O. STUD I F.O 1 w �p so I ._.. "I I to � r---- - - - - --, + `''r ,: ^ F.O. ST _.�_.. i �;.' .~`r I r ^ LJ in L_ o ! I : l 4 A7.1 A7.1 d " 7 7 `J 6 � STAIR - FIRST FLOOR 2 STAIR 1 SECOND FLOOR _3 STAIR 1 - THIRD FLOOR STAIR_2 �- FIRST FLOOR � STAIR 2 - SECOND FLOOR s STAIR 2 - THIRD FLOOR � A7.1 1/4" 1•-0' A7.1 1/•1"K 1'-a" A7.1 1/4"-1'-o" �A� 1/4'-1'-0" A71 1/4"a1'-o" _ KEYNOTES 1. AREA C ' RESCUE ASSJSTANCE 1 14'-10 1120 5'-1 1/20 2. 2'-0' x 2'-0" x 2'-0 SUMP PIT WITH SUMP PUMP AND METAL CRATE �`-' ! 3. WATER STOP 4. WATER PROOFING MEM9RANE AND PROTECTION BOARD 5. SILL ANGLE BY ELEVATOR CONTRACTOR _ 6. 6 x 8' OPENING VERIFY SIZE AND LOCATION WITH ELEVATOR MFR. ' - 7. EDGE OF ELEVATOR SHAFT ABOVE S. CIRCUf� BREAKERS AND LIGHT SWITCH 9. ELEVATOR PIT ACCESS LADDERS AND LIGHT SWITCHES SEE DET. 10/A7.2 I ,¢ 10. G�1IDE RAIL SUPPORT ANGIJ: O ROOF do GUIDE RAILS BY ELEVATOR MFR. I 11. 6 METAL_ STUD WALL d 12. ROOF HITCH ABOVE 1 10 13. PAINTED HARDWOOD CAP _,__- _-i_ I f 14. 1-HR ACCESS PANEL. MAXIMIZE S17.E WITHIN CONSTRAINTS OF STAIR. - lJ 15. MID-LANDING SUPPORT BM. BY STAIR MFR. 16. M10-LANDING SUPPORT COLUMN BY STAIR MFR. � �-� ru_ir u- u[ ., 17. 16 HUS 250 O 12" C.C. W/ 5118" TYPE •X' GTP. BD. EA. SIDE _ 0 Q r r T__ 11 ? Ld Lj W ... `- A8.1 3 B eA8, 86 72 S . A8.1 A8.1 ( � Sf5SIM. _-_SIM 1M 30'-2' ___ _ _-11 Y Z I } Q s 1 � CEILING Ityi ;� CEILING _ I 11 SERVICE STAIR TO ROOF • II I F_ ' A7.1 1/4 .Q1 -0 8 1 it - iF z 1 _1 • lh 1 r N$ 1 311-10 p, vi:z ^ I I -\- -- _ n MID-LA DING00 8 OA& /23018 ! A8.1 I \ :r O I I D NNIS A. WOODS I 6 �� / I ¢' 9 1 - 1 28-11 7.2 1 -' PORTIAN �dREGON ` 7. yA / \ / r 1 I / \ t 1 0 2Q'-8' S . -. r THIRD FLOOR - nt 3 of �_-_ -I ____ - �. THIRD-OOR F.D. STIJD - _--- I I ' - r ( IF I �_ / A7. r'F + / \ / A7. ����, r'�w"�'�• O OAK I u v �1 (aF ]�Zf _v. . -- -- �,� 0 'S \ wjS � � DATE: r/^ �) .'' rr�"' J 1 0 ,.��� ✓ir T. } 0 CJ ' X3/23/96 1 1 r��tcalrr T� I f J!!llLL r��wPs�rr�. N I I I I (EQ < � � . ._, e I , I` �3 a,>rrr -- - I► !ct �, I I I I DRAWN t3 Y: RD u , ,I / . ..•.. CHECKED BY: __� ^� 19--5" / -- - a T^ MID-LA�UING_ ! _ ._ I 6 I I PD ! I \_ - '! n _ ..- - -- _Lj i I I I REVISION ,o I w 7 I EDITION 2 N ' CLOSING II II � xI I g a '� -T \ 7 ( I I DATE: AB )I I I \ , I 1 I �a \ .,! 13'-4' I I / . / -- ' �- 13'_4" /� �- SECOND FLOOR - T- I 3 � + _ T -_ SECOND FL I I 3 ,� a'g4 'ter 'c / �° ( I t1 A7. i '��� '' -L / 3 I ^ - 1 _ _ \� / I I TW 9 p_i,. AB., a m - j��_� _������� - �x A8.1 �f to \ I - �� rid 5 M -- `�- a J ^ 4 '' . s ,•:ter 7, I O I •,• md,r� d 1= 7• � -� _ -� -- !! Ix r MID-LANDING ( fi \ MID LA DING A . - _. +" �„•--•••_\ MA(KFN7* SAI/0! ASSOCIARS,P.C. / \% \ / �,` �`` / \ \ ,� I 8.1/ B,-3" 4.00F TORS. All Rltx+i5 RrSYRVFD ■ I I ----_ _ ntt'NEMRA"46S ARE THE 21F. ,NTC)R AS 'NtES.EFC M t M�( / W ( \ i .1 I -- ��• A)ANf> AR Rollo 10 9F USCD OR RERG 1` I I / I To -4� PMN"wwnm PCRMISfigN or MS� (\ \ 1 I // I ^ - ..".--- VFW Ath MANNER,CYC'CPi M7T+ TM[ \ - 1 a - - _- F.O. CONC. PNL S14EET , _ ~ / 0'-0" / F7-ST - I - -- - -�- TOR SHAFT SECTION U FIRST FLOOR _�-_�_________._.ya- _"' R OOR 9'-2" 4" rio ELEVATOR A a72, �163. 21/4"=1'--D` wA7 e 1<B> 7.2 4 7SIM. SIM, �` STAIR 1 SECTION STAIR #2 SECTION _ � ELEVATOR PI'T' AND OF DA71 1/4" 1,-0" • 1%4"=1'-0" � MECA 1. ROOM PLAN to L _ ,! N0. 295385 6640 SW Redwood Ln S MIT 1 Bl1P 96-0566 _ REVISED PERMIT S� 112 �� 10 of 24 -------------- .. - -. ' ....a..n".. r.aa. ..,... •....,., .. .,+w. .• e..._...,.,,_ ..,wN•kv w..o ,. r.. ......,.w -.. ...r.w+u,•.W. __.... .._ ♦� .:4 ,rru.:naxw-......nnF•rww..w..w......-.........,........ ,... . pp ....M. :.._a...w.w......,W"....,AWr..:.{r c_:- e.« xu . .- ,. ...•MA.Mf.sMi•..MMw•.n_..W- .rr:.M:i,•....w ...Mli.M. { IF THIS NOTICE APPEARS(I.FARF.IZ Tv N'THF. OCT 7 1998 F)OCUMENT,TIIF..%K'".!MF.N'T IS OF MARGINAL QUALITY. MICROFILMED � 'JI(I(I�I�I�I�IlI�I(I(i(I(I(I I I(I(I(I�I(I(I I'I(I;I�ill(!(I�I�l�I�i�i�l�!�lII�!(1(�jlll�l'i ! I(I�I�I�I�I(111 1�1�i�i�l(I(I i I(I(I(I�Ijljl i I(I�I(I�III�I�i ! i(1(I�I(I(I(i I(i�l(!I!(IRIj IIICN MAOC IM_CHWA _ � Ii - - r -� In!uIIItHIIiIIiIItIIIII►tlnitlln!ltnllnttllntln+Ilnitllill nnlun tl!I!intinnh!u nnlnnlnll.I111�iIn1111I nnlnnhllth!Illnulnnnn1hn11ulllnmun11n11nuhnl nnhnl mdtul nnittn ntthtt�i�•n!lu1!unlnit ltllhnth111itu11tulhulnndnutln 1 H . dl�YfWYLitrar56wVea�:a •ril�u:.w :. . .. ,,.,. ., ;. a.,:.;:,u - - i..,=' . ,;:` �, ar ,. .. . _..:..ems;- - -.,-_., ..-.- ,,,,,,,"„--,.:a. ._. , _ ;,.-.. .._.-..., -_. ..._ . .. - - v - - - - ----• �-- - _�" wmmm 'FOR"t { A - �.I� ��� 1�� I II•i�l ww" �1 r E-N�( A�NO.1L ~-A i SEE 3/A7.2 AND 7/A7.•2 FOR MORE INFO. --1 1/2` O.D. STEEL PIPE n' STEEL �- STAIN DESIGN BY SUPPLIER � 1 1/2' O.D. STEEL PIPE RAIL HANDRAIL - __. 14 GA. STIFFENER ANGU TYPICAL _ ANCAE HANDRAIL SEE 7/A 7.2 FOR RAIL- SEE 7/A7.2 FGR RAIL LANDING SLAB t"_ 'r �. / f �^ a Go I1" TYPE \ -- �, oo 1' TYP. , :- - - 1 T 112"PIPE. CONT. -- - STRINGER O a ccV r,, S EEL HANDRAIL / o A d W- FiBkOIJ� REINFOFi,�D- —' sh V) '. C1 O CONCRETE FlU A7 / ---CONCRETE SLAB W/ � L0 O v SiT f PAN TRE ADS �, -STEEL SUPPORT - SEE _-_ � � - - I FIBER REINF. ON Q �d .. ,�- I STRUCTURAL DRAWINGS �--� - r I METAL DECK t X " OR DETAIL S. __ + c t0 d LANDING SLAB ! _..___.i, 1 i,. 1.. r 00 --STRINGER - i" C CN O r ! STRiNGER iv ... - EAM V) o~i ".' G � Qui 3 16 '� I ---.-3 1/2` x 20 GA. E,ETAL STUDS O ib• O.C. `� ��{ - -----(ONCRFTE SLAB W/ - !'� 0 011 � i \ , F IBER REINF. ON Q —STEEL ANGLE TYP. SIRINC;f R---- \ METAL DEC>( z e $ �. O EA. TREAD .. :•. ' =. ti �•.. •.� --- --- — i' " I w v u .r •� „ / ----- 5/6' TYPE 'X' GYP. BD. m V1 f ••• ••.1 �'. .. c S/8 TYPE 'X' GYP. BD. v w --� -_ _ -5/8• TYPE 'X' GYP. Bq. �-� V p C • �' • 5/8' TYPE 'X' GYP. BD.— _ +� m t A e c0 0z SEE 1/A7.2 FOR TREAD CONSTRUCTION - TYP. SEE 1 A7.2 F"OR TREAD CONSTRUCTION - TYP. SEE 1/A7.2 FOR TREAD CONSTRUCTION - TYF. / SEE 1/A7.2 FOR TREAD CONSTRUCTION TYP. `TYPiCAL�STAIR TREAD RiSER _ (-;)STAIR AT BOTTOM LANDING � *STAIR AT MID—LANDING �, a STAIR AT MID—LANDING � s STAIR AT TOP LANDINGA 1 1/2•_x1' D• \ A 3/4•_i'-D` Q 3/4•a1' 'a" 3/4•-v1'-0• 3/4. 1'-O• ,o F-.B. 1 112* x 114'---, 5/8• TYPE X' GYP. BOARD- -1' GYP. SHAFT LINER AS x3x1/4 SHIP LOOSE- GYP. TO 5/8' TYPE 'X' / GYP. BOARD FIELD INSTALL `� - + --- 1 1/2` O.D. PIPE RAIL. TYP. FINISH FLOOR EO + TS 4x4x1/4 ELEVATOR TOR z \ -STANDARD HANDRAIL. BRACKET �— � � •• SEPARATOR BEAM j FASTEN TO WALL • �. --� �T�. i - --LA►JDING LEL � 1" SO. BAR- 1N. FLR. UNE 3/8' x 1' BENT PLATT- I BEAM - SEE STRUCTURAL FIN. FIR. F.F. i �^ - - - _ z f • _ - C ILJ 4_ TYP. �- C�q+ T7_� E + •�. SHAFT X 2' SIDE RAIL TYP. ' \ o \ DEFLECTION SPACE DO o `Q 3/166 /' ( f - - �(' • RUNGS, PLUG----' / /-"--NOT FASTEN STUDS OR GYP. ~ ATWELD 0 T O.SIDE RAILS BOARD TO RUNNER) 40 c c :� SEND F.B. 1 112* x 1/4* _ + SECURE TO FLOOR W/ )¢" SM. BOLTS - \ I _----DEEP DEEP LEG TOP TRACK LANCING SUPPORT BEAN SET IN EXPANSION c+ u BY ';TAIR FABRICATOR ___ . SHIELDS (TYP.) LEVATOR PIT h J I FLOOR LINE --RETURN HANDRAILS \ TO WALL, TYPICAL -GYP. BOARD CONTROL JOINT • ' " }-� _ ~ '"� t4' 4 4 �+ .,� N �- Tri.. 1 112' CER. -b'CLR. 2 1 2" 1/2' —_. • " •a '\--POST FOR LANDING / -- _`------4' METAL STUDS a as • • 4 • ' ' SUPPORT BEAM BY 1 /2" 4'-0" STAIR FABRICATOR _ -- ----- m r7HANDRAIL �, a ELEVATOR + NAECH. SHAD I' WALL �, 9rio ELEVATOR PIT LADDER ` VAT-2) '/2•®1,-0• X72 i 4 �.../ 0. I TOP, BOTT.\ --� EA- SIDE/14 GA.�. . TYPE 'X' GYP. BOARD TRIM LLI Q BLOCK WAIT. FROM CUP CLIP OR fX1P EA. STUD ( Li (2) - 1/4-0 BOLT IN 1 112-- LONG /2'- 0 VC TREAD -4' METAL STUpS LONG SLOTTED HOLE / 14 GA. x 6' CUPS • ;'-0" O.C, MAX. 4 N ► ° BEAM - SEE STRUCTUR,`I_ SEALANT - t '- L3 1/2" x 2.0 GA. METAL DEEP LEG TOE' TRACK -^ STUDS O 16' O.C. GYP. BOARD CONTROL_ JOiNT '� 5/8• TYPE 'X' GYP. BD. 1301 (1fNN15 R. WlX)DS 3 (f PGRTLAW,60rG0N -- ------ _ OF �`�"` ----J�' DFF`L CTION SPACE (DO 16 HDS 250 O 12` O.C. DATE: NOT FASTEN STUDS OR GYP. BOARD TO RUNNER) DRAWN BY: RDP/BEB e MID—LANDING SUPPORT `° CHECKED BY: �, n STAIR SECTION � CENTER WALL � DRw A72 REVISION cn i, N EDITION fC�LO�tS�ING W n T IAT C' tr i, MA[]!ERITIF/SN TO 4 ASSUpATF4,P.0 y 4• 1R4N. ALL RRONTS RESERVED : ME>[ URAWW4Z NRF TK PRO PrP OE MACKCN2R/WTO 4 15S(iCMTES.PC 'M� . A)NRP AR NOT Tn 8t USED QR REi'+n- M"P%AW MN/NER EXrEPT WRN TPI ORIIR WRITTEN PERMt S%" N MS A SHFF T A7 . 2 n. w Of t P J()H NCR. .....__.�._�. 295385 y 6640 SW Redwood Ln BLIP 96-0566 �"—^"—" REVISED PERMIT SET 12-16-- 6 of 24 IF THIS NO TR E APPEARS CLEARER THAN THE ULT" 7 199P IX)(•1!MENT,THF.I)OCUMFNT IS OF MARGINAL QUAL ITV. MICROFILMED I� 11 MOM Mj�� �i t ��i{iii�i{iii i i�i{o;��i{i{i{i �{i{i;lji{i�i t r�r�i;iji{�ji ifi�i{i{i�i���l �,Cil{;{i��i�ii i �{i{I{iii�l,i � t{i{�{i�!ii{!Ii i tl�li�tl'i►(1I�IIIiI��Rl�i�! ulttttluNinn ttnlNttlNNhltl!IlNlumrNltf+1 nNlnn N!dlffl nnh+fl NNI1In 11NlnnlnN{Nn i!1fINN INIiNNt+l+lhm lullnl+NnfINNINnIInItn111nN!nfl{nn!n11nNlNnht+fl�i►�!4nt►ILII{111ti1111{1111 TIN{1111!111�IIf111114{IiIIIIIIIIIfll�ifll{,►m!�1, a ... ..,e. ... ..., .. r.. ,-- .. .. .. -. .. ,-9:.. .., .-.,:,.. . _ , a ., , r: r.:.. Pi'. ... M ... .. .W�a. .'y- #'.- .�'.. !t :N�ci .I r1 ) I ,yC •�' 'M1" .'^�FyijgS n�. ..INi_... u. 4,. :WY'li..'L %TT � _].. ... .. .. '. ., .. .. .. .. ..., s .. ... i .�' n.-.-11'ki:{.... ':'/•,.... , , ,. 'xs.; -., .' xr, i �N:., •.�; •f#.'!i.. � ,�.M 'a4. .�f: � ll+' �' a U -----FIRE SAFlNG AT RATED WALLS CL 5/8' TYPE 'X' GYP. 80. - S EA. SIDE —METAL DECK AS OCC.'UR � all \ H o iv ------- 20 GA. RUNNER DEFLECTION SPACE (DU ___. _-ACOUSTICAL .SEALANT < Q ' NOT FASTEN STUDS OR GYP. c T6 I AT TOP dF BOf �__ U 00 1 ( BO. TO RUNNER) �- BUT OF STRUCT -----f/B" TYKE 'X' GYP. BD. EA. SIDE - 0 x NOTE: NO GYP. BD.- r m r. i BELOW a,-0" ON TENANT - 1/2" DEFLECTION COLUMN SEE STRUCTURAL M O _ SIDE O VACANT TENANT -� SPACE O r _ ----4' METAL STUDS 1 t., MIN SPACES, TYP, Q O o_ -SOUND BATT INSULATION --4" METAL STUDS W/ 5/8" + • c7► X l CONT. 18 GA METAL PLATE - - oV C M LQ \f g ^ FASTENED TO DECK O 2'-0" TYPE 'X' GYP. BOARD - 0 o L. `f- ---f30TTOM TRACK t0 PNISH �`� - 4" METAL STUDS 0 16' O.0 • � • 5/e' TYPE 'X' GYP. BD. FLOOR II1H PnWU.iR DRIVEN --ACDUSTi SEALANT Q ON O O ANCHORS AT 4 -0 O C - r Fit Cl 10 -CONT, SEALANT --- - FASTEN RUNNER TO PLATE O c 0 O m �-- RECESSED OR CONCRETE SLAB .�'- 2'-0" O.C. r SUSPENDED ACOUSTiCAL CEILING ----- - i -LAJ o x SEMI-RECESSED -_- - -v_v_-_ ,_ - WHERE OCCURS ---111 4" METAL STUDS O 18 O.C. % • pp 0 0 (4 ,--, EQUIPMENT 5/8' TYPE 'X' GYP. BD. �� -SOUND BATT INSULATION EA SIDE Z E O O a ' - - 20 GA STUD TOP OF SLAB 0 t/1 C o O c EA. SIDE ---- 5/a' TYPE 'X' cYP. Bo. Q �► EA. SIDE �� ACOUSTICAL SEALANT 4 O(L a- P.1Ad NON-BEARING CORRIDOR WALL 3 NON-BEARING CORRIDOR WALL , a NON-BEARING PARTITION WALL �' "IRE XTIN UISHER CABINET W, _ 5 FURRING AT -CC7LBMN , E G 2 - . " I AT METAL. DECK 3"-1'-0" I 3"-1'-0' 1 1/2 -1 --0 �, A T FLOOR 3'-1 -0 to _ Q 4 ,� ROOF FLASHING t Q i 7 - 111 - 20 \ > CA. 4" M1L. STUDS NON --20 GA. 3 5/8" MTL. STUDS NON-FEARING BEARING TO FLOOR STRUCTURE_ AT // TO FLOOR STRUCTURE AT 8'-0' 8'-0' O.C. W/(2 #8 SHEET � O.C. W 16 GA. CLIP ANGLE u --�----� METAL SCREWS AT EA. END. BRACING / 2" X 2" X 3" W/ (2) p8 SHEET --fUl� HEIGHT WALL SEE 3/A8.1 _ � TO BE PROVIDED WERE DISTANCE � / METAL SCREWS AT A. END. BRACING � FOR CONN. O STRUCTURE 7 5/8' ROOr FLASHING I CHT ACCENT 13RICK BETWEEN PERPENDICULAR / • TO BE PROVIDED WHERE DISTANCE INTERSECTING WALLS OR HORIZONTAL _ �/ INTERSECTING ING WALLS OR I I CANOPY ROOF- / BRACING BETWEEN WALLS EXCEEDS �45 INTERSECTING WALLS OR HORIZONTAL. �� 8'-0" O.C. BRACING BETWEEN WALLS EXCEEDS 46 .-.-._ --- - 8'-0" O.C. �' TYPE 'X' GYP. BOARD y 15 If AL Ae.1 ( -- -•�■ - ------ 1 -6" 20 GA MTL- STUDS O 16" -- - - - - -- - SUSPENDED ACOUSTICAL CEILING 2'-0" x 2.0 GA. TRACK W/ SCREW O.C. dI- BETWEEN JOiST- AND A7 EACH z �, ----- 4' 20 CA ITL. STUDS • 16' Z - �: .,�, ELD BRICK JOIST AT EACH BRACE O.C. W/3(,' TYPE 'X' GYP. 10 �' ----SOUND CONTROL. INSULATION SEF PLAN \� BOARD EA. SiDE A8.1 I I II I 0 5/8- GYP. BD. EA. SIDE _ _- - - 6" x 20 GA. METAL- STUDS . v FOR CORRIDOR *70TH � 1e Ad.1 o � � PANEL EDGE I I I ,u::�...��_ SECURE TO STUDS WiTH TYPE -- °i t RECESSED BELOW i II , _ S SCREWS AT 50-7" O.C. 1 r „ n, °� SUSPENDED r.COilSTICAL _-- _ I , v1 CEILING t 1� 110 0 �,-.---4" 20 GA. METAL STUDS r - -_ _ O 16 O.C. 5/8 GYP. BD. EA. SIDE �•-a r, 00 SECURE TO STUDS WITH TYPE Ci 1 p ` I UHH u) i 'S' SCREWS AT 5'--7" O.C. z v - UGHT ACCENT BRICK `D TYPE 'X' AT CORRIDORS Q L as - o ( j CONCRF TE SLAB `- /----'BOTTOM TRACK TO FINISH I FLOOR WITH POWDER DRIVEN O ►- ____-- _._-- -_--- - - -- a, ANCHORS AT 4'-0" O.C. SEE NO h z 2 - -, -� BELOW 4" METAL STUDS v ( ----� i DARK ACCENT 9R1CK '�" �i •_, � ! ` - CONCRETE SLAB z O SUSPENDED CEILING .I� •II _ �' TOILET RM_ . AND CORRIDOR WALLS I 8 TYP ONE-HOUR CORRIDOR CANOPY TOP CORNER PLAN io CANOPY TOP CORNER ELEVATION W � TYP NON-BEARING PARTITION WALL �, � _ - 3'-1'-0" 01 ®, NOTE: NO GYP. BD. BFLON' 8'-0" ON TENANT SIDE O VACANT 3'-1'-0" 11 < TENANT SPACES, TYPICAL. T SNAP CLIP U CON SNAP CLIP v FACE OF" CONC. TILT-UP—� CONT. SEALANT METAL COPING CONT. SEALANT• METAL COPING SPANDREL PANEL BEYOND SEE DET. 9 A8.1 SAWCUt ALTERNATE JOINTS ---P.t- 3x CONTINUOUS SAWCUT ALTERNATE JO1NT5-� P.T. 3x CONT. W000 NAILER -FLOOR OR ROOF STRUCTURE / 2}¢ t - SLOPE TO EXT. - SLOPE TO EXT. NOTE: • --STABILIZER BAR BETWEEN ALL MEMBERS SEE MANUFACTURER 1' MAX. x 1/8 CUT / cn TOP OF CONC. TiLT-U 4 -- YYCX)D NAILER 1' MAX. x i 8' CUT AT PERIMETER SPF_CIFICATiONS FOR ! �� CONT. SNAP CUP '- 1 -CONT. SNAP CLIP ..J —ADDITIONAL HANGERS AT ALL MEMBERS WITHIN B" SPANDREL PANEL BEYOND - - ADDITIONAL INFORMATION __ OF PERIMETER --DOOR ASSEMBLY SEE DET. 15/A8.1 _ I I I ., 't e' J t + ti c•ONt. SEALANT J -CONT. SEALANT „Q I-LATERAL BRACING WITH APPROVED VERTICAL STRUT ' I I _ - " I '— AT 12'-0" O.C. EA. WAY ;, . SINGLE PLY BAU_ASTCD ROOFING SINGLE PLY BALLASTED ROOFING MAGNETIC HOLD OPEN +1 I _ -I t •. " ' OVER RIGID INSULATION OVER RIGID INSULATION T GOUTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB _ -:,tri CONCRETE TILT-UP . , a CONCRETE TILT-UP- , IT '.' • + x! SPANDREL PANEL " HEADER WAIL SPANDREL PANEL. EXTEND TO -44 $10 .. \ F- N _ STRUCTURE ,�.ti J FOR 1-HR e, METAL OEL'K METAL DECK / \ ►- II RATING v 5 1/4" -- - - -- - - -- a 1/2 CANOPY CORNER FRONT ELEVATION, CROSS RUNNERS FIT BETWEEN I I _ PANIC "-1 R.• MAIN RUNNERS --- - -- ---- --- - HARDWARE " �� � MAX AIN RUNNERS AT 4'-O" O.C. SEE MFR V • t' r SUPPORT WITH 112 WIRE AT 4'-0" SPECIFICATIONS 1'-ll a 1'-11 5l8" �� ,,A n" IV, O.C. OR WITH 0 WIRE AT 5'-0" Lr _- ♦ C,•J 230t f -- - __ _ CONCRETE TILT-UP - • " O.C. EA, WAY - PANE[. ►-? DOOR ASSEMBLY gENNI R. W000 C' LITERAL BRACING AT 12 -0 O.C. FRAME WIDTH - 1 EA. WAY MAIN RUNNER TO STRUCTURE - /rL TUM , SJRE - a • 'FOR D GO • 0 • FINISH FLOOR -�-- I`__ r BEGiN BRACING WITHIN 6'-0 OF 8-0 -�3/ ' PERIMETER AND 2 FROM CROSS 1147, _._ __._ _ r_..--. F EXT. GYP'. BD. er- �____"__- _XT. GYP. B0. -^ a - __..- _-. _� ._..- - .= t 47 MEMBER. _ _ -00 _ _ '. TRIM OF SECURE ALL HANGE=RS TO BLDG. - � STRUCTURE. TRAPEZE DUCT WORK P � SECMN I -c0 - _ TR 0I _ __ .- __ AND OTHER LARGE OBSTRUCTIONS. - `--' - , -co Z cp < DATE IY o I (;DNC. PANEL -• -- - CONC. PANEL. rm_'�SUSPENDED CEILING -- — " POCKET FIRE DOORS SEALANT WITH MORTAR- I �-'` BEYOND -�`�- 12 - -. �i _ BEYOND _ an Ill SAND TO MATCH ��-� 11 ~�` DRAWN BY: NOTE: ALL CONNECTION DEVICES TO BE OF AN N.T.S. I �` RDP APPROVED TYPE AND HAVE 100,E CAPABILITY " " f 4 4 SECTION THRU FRONT PANEL SEC"110N THROUGH SPANDREL ----- O CANOPY 1 1/2"-1'-'0" i O CANOPY 1 1/2'-1'-0" DRWCHECKED BY: t t 3�-11 P/ • FUTURE 5/8' GYP. BD. U U REVISION N —ON 2' 0' a -- zn w EDITION CONCRETE TILT-UP PANEL - - CONCRETE SPANDREL- I R--19 BATT INSULATION v' BLOCKOUT FOR DOWNSPOUTS PANEL I ---FUTURE 4' METAL STUDS t�_ CLOSING AT GRIDLINE ' ' ONLY 8" METAL STUDS O 16" O.C. --CONCRETE TI -UP PANEL O r I FUTURE 4' METAL STUDS I COLUMN SEE STRUCTURAL CONCRETE TiLT-UP-- o iv _. _ - PANEL 17 -- r--COLUMN SEE STRUCTURAL SEALANT WiTH MORTAR �, I I --�� I FUTURE 5/e GYP. BD. SAND TO MATCH I �n 1'-11 5/8 - � - __ J .- 6" I r.J I R»19 BATT INSULATION 16 t 6 METAL STUDS 0 16' O.C. lo 199!1. All RIrHT' 1-Kopyro L 112- • _ ,�'� pV I n ^ , • a y 114M VlAtI O ME 7x0. PROPERYN of - I \ 10 .: � .�, • • MM'KFN72'WTO•"ICIAEFl PC ((MS en �I , • A)AND AR(NOT TO Of MIT r*RFPRO A8.1 t <, • `• .« Dl!(:EQ IN ANY WJMR, MlrT IwrH nit . . e , s - •.' PRIOR w"mFN PERMSSION OF Ms A . SPIFFY SEALANT WITH MORTAR �'- SEALANT WITH-- � � '' A 8" METAL 0 O.C. SAND TO MATCH 1/2 . 10. O.C. I l___ _ MORTAR SAND ' t0 MATCH ._m .�._..... SEALANT WITH MORTAR•-- CONCRETE TiLT-UP PANEL A8 . 3 7/8 -CONCRETF TiI_T-UP PANEL SAND TO MATCH R-13 BATT INSULATION- t N SEE STRUCTURAL --CONCRETE TILT-UP PANEL CONCRETE TILT-UP- --� PANEL 1 —7 i�2 FUTURE 5/A" GYP. 90. _ I�• \;�ALANT WITH MORTAR SAND OF L- +` --FUTURE 4" METAL STIODS TO MATCH ROTH ENDS z 19 .�_..�.,� z 20 PANEL CONNECTION AT 2* OFFSET J1 NO. �1 PANEL CONN. CENTER PANEL CANOPY PANEL LEG _ � 1e CAtNOPY_SPANDREL PANEL � - v___ PANEL CONNECTION AT CORNER _ __ a �/� /2 �'�°-� Q� 295385 (18. ) CfI�NNFC;fIC1NS 1 1/2"s1'-D" p�, .� 1 1/2"�-1'-0" z R.`,..i IED PERMS 12-16-."7�J 6540 SW Redwood!-n RtIE'—0566 12 of 24 IF THIS NOI WE APPFARS CI.F,ARFR KHAN THF ()(.T 7 199P IN)CUMENT,THE IX)CUMENT IS OF MARGINAL,`iUAiATY. MICROFILMED jll,l�l�l"l�ljl Mljl�l�l�l�l ! I�lil�fil�l�l I I�I�I�I�I�I�I�I ISI I�i�l�l�l I ijt��;l�i�l�l I I�I(i;l�l�l�! ! I�I�i�ill�l�i I t�l�l�l�l�iji I�I�I�I�I�i�1�11 I���I�I�I�I'oI��I� -I �I�I�I� INCH M/10[IN CNMM �►_' Illlltltllillhluitlllhltllnllhul!IItlltmltn,inn�il�Illl!1}II nnl„It11nlllnl nl,lln,i,t,tlnn mlllut IiIIIIn,t„ulnit Intl,n,nittltul��ll111f1nInn111,,I,t�,t11t,,,Ilnnhlull+Hlnithtll INlbltt HHlrtt mlitt:nnnllm tnlltmllmlmlllrninttmtllnul�l� �f3J�IfS. y—.-��..._..,..i...�c7lIYR�+ ,�,�"••d��.ls' .,,..a..,i. . ... ,. , , f., a; i MEC1H, UNIT 51-00 - i2' HIGH WATER DAM 49 /'i 2'-0' 1'-8" u EXTENSION SLEEVE AS REQ'0 ___ METAL. PIPE W M 3 /-1■ UP —-EXTENSION SLEEVE AS kLQb LEAD PAN --� CON IINUOUS SEALANT / F-- O N i / 00 4 C11 �- A8.2 / •-5'-0' x 5'-0" DISH / 5'-0" x 5'-0' DISH / -- :1 x IID " - ---_ '-0' x 5'-0' DISH / DRAW PIANO 0 W _ / LEAD PAN w A�p . - � - SLOPE. 1' TO DRAIN ----- --LEAD PAN ------WCONOARY DRAIN SINGLE PLY ROOF ��- --- MErAL HOOD --SINGLE Pt. ROOF- AIE(:H UNIT MFR. O 1 / ON RIGID INSULATION ON RIGID INSULATION /'/l C:UR8 o LF-AD SLEEVE AND FLANGE �j SINGLE PLY ROOFING -n" ! 2 r ,-"'ter OVER RIGID INSULA LUN A8.2 4 4D--SINGLE PLY ROOF 6 - a rj ti _ . - O 1041 --PRIMARY DRAIN _ - - ----_ - - - _ _ - - - COO in NLi L CONC. DECK W/ (/1 G Q cn rn r LEVELING CURB r - —ROOF SUMP RL.CEIVER i • Co i OD _ -- 1 I W i --FACE Of NAL_ - i �► .f ROUE- SUMP RECEIVER a �-►� ---- --' -UNDERDECK CLAMP RIGID INSULATION - - --- -- - - - 'z E 3 O O UNDERDECK CLAMP 1�.1 7 to ---METAL DECK U I o to r iew oz tC) -2 c <Odd 1 ROOF DRAIN PLAN " , " z PRIMARY ROOF DRAIN " a " 3 SECONDARY RODE DRAIN a PIPE PENS_ TRATION DETAIL s MECM. UN(T CONTINUOUS CURB_ to 1 1/2'=1'-'0" 1 1/2"c1'-0" 1 �C I SKYLIGHT UNIT -- - - -- - = I W/ MANDREL BASE U ALUM, FORMED COPING- • CANT W/ CONT. CLEAT7 4j 6"0 STD PIPE _ O _ � 1'/OOD BLOCKING - ANCHOR - _ 0. TO DECK COUNTER FLASHING ROOF HATCH WITH �----- RIGID INSULATION ROOFING PLY BALLASTED .• CANT _ HOLD DECK BACK pAAIPx13 ROOFING OVEk RIGID ANCHOR ,. WOOD BLOCKING INSULATION ?: TO DECK \__'----SINGLE-PLY FLASHING COLLAR • -I i SINGLE PLY ROOF ON RIGID • -- --SINGLE PLY ROOFING OVT:R RIGID INSULATION I RIGID INSULATION METAL DECK I mm 4' CANT STEEL ANGLE -WOOD BLOCKING - ANCHOR i r _ TO OEC!( STEEL BEAM--I' CONCRETE. l IL T-UP----� 1 i -_ - SEE STRUCTURAL PANEL_ t METAL DECK I I METAL DECK METAL CEILING JOISTS­ --STEEL OISTS--STEEL ANGLE CONT. 4 SIDES OF 1 STAIR HATCH OPENING OPENING SIZE - STEEL BEAM - SEE STRUCTURAL �� i_ ExTERIOR GYP. Bo. � � j f 6" MTL. TUDS W/ ROOF HATCH DETAIL SKYLIGHT CURB R-19 BA T INSULATION FLAG POLE BASE 2 11/2--1'-0" 5? e TYP. PARAPET n A8. r � 11/2"at'-0' ALUMINUM WINDOW UN!T----- --METAL COPING FUTURE FUTURE 3/4' HARDWOOD SIU_ T ARAPET / �/-- P.T. 2 x WOW PLATE 5/8" GYP. ?, _ /P / FLASHING--- �— WITH BULLNOSE 36'-0" A.F.F. --CONT. SNAP CUP Q FUTURE 6' METAL STUDS P.T.IF- 3x CONTINUOUS WOO NAILER SHIM 3/4' HARDWOOD SILL -COUNTFRFL.ASHJNG WITH BULLNOSE ,� ; R--19 BATT - - CONT, SNAP (QIP CANT- ~ W StALANT R-19 BATT INSULATION INSULATION -6' METAL STUDS O 18 O.C. �. CONCRETE TILT-UP--l" Q■ ' CONT. SEALANT- WITH 1/2" P.T. PLYWOOD WOOD BLOCKING - ANCHOR PANEL -T'.- FUTURE SEALANT SHEATHING TO DECK SAWCUT ALTERNATE--A (� ��--/ I \ METAL PANEL CANT SINGLE PLY r JOINTS - SLOPE - n ,l , SINGLE PLY ROOFING ROOFING OVER RIGID ^ ' ' TO EXTERIOR OVER RIGID INSULATION INSULATION 1" MAX. x 1/8' CUT - r1 a FUTURE SHIM • �' (�_`^ I 6" METAL STUDS CURTAIN WALL CONCRETE TILT-UP 5/8 GYP. BD. �� 1 _ _ GLAZING SYSTEM P ,. .._._ PANEL l` d 4 R-19 BATT INSULATION I ^ —'" 1 —METAL DECK q _ SEALANT FUTURE ! - \ s n r Al UMINUM WINDOW UNIT ,—.'� `- rr SUSP. ACOUS. f WOOD BLOCKING G a B" METAL STUDS I GELLING i y ATTACH CURTAIN-- - ANCHOR TO BECK METAL DECK WALL A5 PER MFR. T - � r CONCRETE A 4 _� ALUMINUM-� FUTURE 5/8' GYP. BD. a I i A + TILT-IJP PANEL f RECOMMENDATIONS -�` WINDOW UNIT CONCRETE TILT-UP f I S ^ ff FUTURE SEALANT SHIM ^� ` PANEL _ � l N�2301 n - f SEALANT METAL_ STUDS O 16' O.C. r • �/(�t ?OR NO, 11REGON ---.•-R-19 ',ATT INSULATION OF Ol TYPICAL WINDOW SILL TYPIC Q N 9 DATE: AL WINDOW HEAD r � TYPICAL WINDOW JAMB 4 PARAPET AT CURTAIN 'WALL �zFLASHING BLD. WALL 11�14�96 �.._. 0' Z o" i_o- � A82 � � 1 1 z" 1'—n" DRAWN BY: � FUTURE 5/8" GYP. BD. FUTURE 5/8" GYP. BD.--�� v RDP/BEB } -- ' _ _______ --•�,; R-19 MATT INSULATION �-,- - CHECKED 8Y: y } BATT INSULATION VIJ FUTURE 5/8' GYP. BD. � `�.`_r: .--R-19 BATT INSULATION � � DLi,,,= I✓ - i •8' METAL STU')S R-19 BATT INSULATION 6" METAL STUDS �- F t2EVISION 1, f -SPANDREL CURTAIN w METAL STUDS �\ WAU. GLAZING s Y COOS�N SPANDREL GLASS-� 6" METAL STUDS w o DA�. CURTAIN WALL / OFFSET /1 SYSTETrJ : -FINISH FLOOR SPANDREL r:I.AZING- �/ CURTAIN WAIL I FINISH FLOOR J SPANDREL CURTAIN ✓ SYSTEM GLAZING SYSTEM WALL GLAZING ' I SILLFUTURE 314-WITH BULLNOSE SY;,TEM --- _ � 1 jl /• 1 . � . • A A • • • • / _ FIRESTOP- i ---FINISH FLOOR I F7RESTOP ' ATTACH CURTAIN 1 GA ^ + - WALL AS PER MFR. • ..."'_ • ��. RECOMM�NDATIONS..i `f -DEEP COMP. CHANNEL_ ATTACH CURTAIN- WALL URTAIN WALL_ AS PER MFR. �. ' �. -�' METAL PANEL. 1".5. Art RIGHTS RESr-RVEO ALUMINUM RECOMMENDATIONS —• , ;��[ (r�1 i]II I I �•"� MACKrNrn/S.AIm a Ag;OgATr3,c'1; I 1 �� I FIAT BAR _/-�` �------ 6" METAL STUDS O 16" O.C. W/ _ � - - - - , 5 8" EXT. GYP. RD. SHEATHING SPANDREL GLASS ��� i rH[st:OR�MNcs ARF TFE "ROrEm, OF -FUTURE SUSPENDED { - MACkrN21E/sArTO a ma"m Pc�ws • ~ A N1D ARC N01 TO OF U9 rM RF. RO ,�, �- I a ACOUSTICAL CEILING R' n�xrr ly ANr MANNrR, Ex EpT RTrr+ ttw "Pulp WRITTEN prctll,1rN OF M9 A SINGLE PLY ROOFING Mr TAL PANEL -�`Jl -' FUTURE 5/!� GYP. BD. I -- 6" METAL STUDS O 1" TO Yr ROUND-� BLOCKING r `�`_ OfT ST --FUTURE 5 8' GYP. BD. ; :�y PLwYWi00D SHEATHING SF1[ET ROCK BALLAST ^-G - CURTAIN WALL- / P-19 BATT INSULATION GLAZING SYSTEM A, ' SEALANT---- - Y - 6" METAL STUDS A8 * 2 - 1 -RIGID INSULATION METAL DECK -� IT N OF BOTTOM EDGE OF CURTAIN WALL n FLOOR AT CURTAIN WALL _ � (:j��WINDOW SILL z WINDOW HEAD W � B©TTOM� �!�F CURTAIN WALL,� � AT WES"E WALT_ 1 1/2"�1'-(1" 1 1 1/2"-1 -0" 2 3'�1'--0" —3"s1,-o" AT EAST WALL_ - 1 1/2 -1 --0 nl JC)El N0. 11.1� 295385 664 woodLn _ REVISED PERMIT SET 12-16-96 o66 13 Of 24 h IF THIS NOTICE APPEARS CLEARER THAN THE 7199P Ix1(,IIMENT,THF,IHx'IIMENT IS OF MARGINAL.QIIA1,17'Y. MICROFILMED jl111111lllll III(III�II��I IIIIIII�IIIII I IIIIIII�llillll Illliji�lllll�► llllt l�!Iil) Illlillllllll Illlllili�llill I Ilij ll�lliil 11111111�Ililill 1 11111�1111!II Il�ll�i��jl�I�. ' INCH MANE 0 CHNA Illi!IIIIIIIIII!II unl!Illhlllllll— l�II!IIIIIIIIIIIIIm,nllllm unlitltltl!LI!Lnhn11nl1hn111nl1n!11�n1!Inn n!1InLIhlnlnninnhn!In11IIn1hnLlnuLntlnl!,tlrhnl nnlnll l,nli�LLIIIL111tiI LINIINmIIIIr;II IIIIhIII!r►LII!n nnlnnhnllLltlh:nlulilll, M _ k f '. ..w:rr.er-:-.«.wr yw.r..�• .w..n.Ms.w.wr.-wr-r.........v+.w.•+«..—._..r.._W....r..�,wy.,,rv....+n,w..u...w.r..«rr....Mn+M••w.•....,...w.rt.-.r.+rrw,...«..r_.,.rw.".,w- •.-..+n..w+.ww.,_:�..r.w•o.+:.rw.,w.r.•.-...._..-.«+..-.w•,.....rw...r•.r«�•M.+n,.«,ww..r•P'w�r.,..www.w^.r. .� .r•._...A......-..nr.w..rw,w•w,-.••,r�+..y._..,«rwF..•wr.rn....._..._.,,�, rwYr`...»_.....,... .�7..._..--'rr++....-�_.�.._.r.-_... ..._-w..w.�.wq•�..ew+._r+s.r...v...w+r+...rr+r•w•vrv.e.ti...w�...vwTw.n...wr.•a...ww+.....r+ew..ww►.r+wrn a.n..wn,«..w1r+•.-•_mow.._—..rw+w+rw•r +rr.r+ y..urnwrr _... p .r.w«v..r,•o°T.^,ewwv.•rw+r...,.ww....,r-..wwf:n...w......nr.r:.rw.rr+v..•.w wvw-...wnw,rw-+ .w-....., v�q,. r.w.w+.•._nra..-.+.w««+v.r+r..�...w.-w...,Yw+.Y....�a•w.-..,,-.,rw,...•...ae.r..+r .n _rw-.u.w+wr.+..•M•.arww.w++r.._n+r,r..,.,..v Mr.+v1„•wr«wrar+.r+..sn...•rrw..wr_r_. —6' STUD O 4'-0” O.C. MAX. STO FINI w R19 BATT [NSUL• SEALANT--_ / MIN. (3) PER SOFFIT. OVER -—STORIEFRON7 GOLD BOARD DENS--GLASS --THRESHOLD • ENTRY DOOR 0 ' r � _ FUTURE GYP. BD. W M �D WINDOW SYSTEM a N .- _6" MTL STUD, 20 GA.) SEALANT----- �`) I 1 .Q to 1 O 24' 0.C. W/(3) #10 ;v �► ,� SLOPE �p of TEK SCRE W; EA. END SLOPE�-- SLOPE E 1 11 �__ �n 0 N im v ` TO TRACK. OR VERT. STUD � "�� � r 4 V) D M ul cn —14 GA. TRACK I ���` 4' EXTERIOR-- 4' EXTERIOR EXTERIOR O a b \ LK CONC. WALK o CONC. WALK a °�, �_. /—SEALANT N r cv A iv C.►-1-,A �N -STOREFRONT WINDOW SYSTEM • ( ,� •u MTL EDGE TRIM %' EXT. GRADE GYP. EDGE ( BD, SOFFIT, PAINTED - U o C •• OF PANEL. -SEALANT I � N� � -- THICKENED CONC. r O BEYOND __ .- \ " �-THICKENED CONC, I THICKENED CONC. 6 < u m E O r 8 BOTTOM TRACK I 6" 6" S'L-A8 EDGE ._ (0 O tBACK EDGE OF i PANEL BEYOND -- --- - _ --_—__ X SLAB EDGE ,� - SLAB EDGE.� a 0 Ll. a 1 i WINDOW HEAD/SOFFIT N 3 STORE FRONT « _S_-L.A_ B EDGE _ _ � RETURN WALL • ENTRY 5 THRESHOLD * ENTRY AT ENTRY CONDITION 3"�1'-0' A®,3 1112m 1'-0" A8.3 1 t/?"=1'- 0" A8.3 ff V � t PLAN AEW �'I PIPE RING I CAF' PLATES 1 ---CONC. TILT-UP PANEL I)J'O STEEL PIPE EQUAL_SPACING r--I/2' SO. BAR VERT. 3/yT� 1/2' S0. BAR VERT. 8'-0` MAX.! O 4 INTERMEDIATE RAILS BLDG. INTERIOR 7'-06--- INTERMEDIATE BAR RAILS • 1 2 SQ. BAR VERT. V --POWER ASSIST CONtROI FOR C. WALK -/ 10 T O t1" 1'- "-3' / --- — - - - INTERMEDIATE RAILS O 4" O.C. THIS SIDE ONLY _`�_�__-_- ARDRAlL ENTRY DOORS (SOUTH BOLLARD BEYOND f - r • b ONLY) I sn t G - to • 41 UM STEEL PIPE 1)j 0 STANDARD- 1• TREAD NO IN • I • T PLATES PIPE HANDRAIL 3(e STEEL SIDE - ___ I ---------- 70 PROTECT POWER ASSIST + FF, 1�3 BOTH SIDES i /3 NOSE BARS CONTROL. VERIFY DIMENSIONS ASPHALT TRANSFORMER • Ot;ND LEVEL • WITH CONTROL. MANUFACTURER. 1 -^--- ii�I \•_ PAVIN ' PAD 4'-0" I P �1 I L .� I I : , _ �•� _ - -- ) I . BEYOND % ( \, TAIRS -0 STEEL PIPE BOLLARD, -TRANSFORMER / p , - �_. _ ._.)� I I BEYOND CONCRETE FILLED TO 24' A.F.F — r -•- , - 7c. � 6'-0' HIG►! CHAT \ / -CURB BE 187.37' TRANSFORMER .PAINi 70 MATCH STOREFRUNT r ; f �- - f " 7 � I 1 . " LINK FENCE BEYOND• _ 1 6. oo �L w/ ArsIJA _ CONS. PANEL ••- t •�• - ,\ _ a � ai� -- r r BLDG. FTG. BEY►DND� Tl. -- i« n N aIDEWALK a I L5x3x1/4x4 AT 4'-0 0.C. t w , rr+�{Ei-- Ii���_._. -- - WITH 3/4- • EXPANSION b `' 'jfT" B , � ANCHORS TO CONCRETE PANEL a '' �� -----CONCRETTF SIDEWALK - a AND 3 10 TEK SCREWS LINK TO STUD. . ,, . • .;, —� b 1 s -0 it CHAIN " �- - . �. � _I _ ` •,� e16 --CONCRETE I -8' CONCRETE PAD , " HIGH I7 S1.1 UNREINFORCFD) GATES W/ SLATS iZ8- A.F.F. -- -- - -- - --24"0 CONCRETE FOOTING S1.1c ( -ASPHALT PAVING Ir IV ,�� �IDFWALK PACTED FILL FUTURE SUSP. CEILING ; I ENTRY BOLLARD �, 8 SECTION THRU TRANSFORMER s STAIR SECTION " " 1 TRASH ENCLOSURE SEC11ON " " I A .3 w / "� 1/4'-V-0--0 in A8.31/� s1 -0 3/4"=1'-0" 1 4 1'-D" } i Ir 20 r-0 r -w----FUTURE GYP. BD. 10 _j STO FINISH OVEI?- DENS-GLASS GOLD BOARD - RE YCLE _ ONC. RETAINING WALL ^W EXIST. TRASH , b , ENCLOSURE CONCRETE LANDSCAPING GA. .STUDS O 2'-0" 0.C. BUILDING- , I I• 6'-0" HIGH CHAIN LINK ,•„� FENCE W/ SL A TS� - ! s DN• 14 GA. TRACK W/ POWDER DRIVEN f 4' EXTERIOR CONC. WALK ANCHORS O -0' O.C. /--ASPHALT PAVING r �•;, ~ 110I -,,SET TRACK IN SEALANT ti �' 4ENNI a. WDODs �'� p k�;L AN . CON ry CONIC. CURB--"0 ,r cj t OF 6" 20. GA. PRE-FINISHED--- DATE: GAL V. FLASHING r } } I a TRANSFORME - $ __- , DRAWN AY: .; 8.3 RDF F3'-0' x 8'-0" » ' — / � CONC. PAP I 4 a" a" � �'_p• DRWKEn BY: B,3 CONIC. RETAINING WALL I ' '•x r REVISION ^' g EDITION s INFILL WALL SECTION I TRASH ENCLOSURE TRANSFORMER 4 t jV CLOSING 3,/4"=1'-0" Ir PLAN -0" Q chi ( MA(1iFN71F/`.,A1TO 6 ASSOCIATES•P 1. 1995. AIA RIRHTS RFC AWT, [7 THESE DRAWINGS API itl PROPCRTY of rr MA(Xrkzx(/%ALTO•A"9d7ATF5,pC M5 A))ANO ARC NOT TU DF USED OR P•E RO tip DIKt M ANS'MANNER, (WEPT WRH THE PRK"Ai WRrTTT N PF RMPism OF M 4 A SHEET M m A8 . 3 ra r ! x>F1 No. r, 295335 i 540 SW Redwood Ln REVISED PERMIT SET '12-16-96 r HOP 96 0566 .�...,�...�.. �..-�. ... --« 14 nf 24 F IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 199A DOCUMENT,THF,DO(l)MENT IS OF MARGINAL QUALITY. MICROFILMED En ' 1 {i{I I;I;I{Ijl;l;l i 7 T"C" muw 0 caww _ �_w3 { • iulu�tlt��Il��►t ►uiltuilitnhnt!intltlnhminn unhm nnht!t nit{nnlnnlun nnlnl+hu111�itI 1ullnn nithnitnnhnlmnhnitllll{nnhnlllnitllnitnrtllnhnl nnhnl Inthuilinthtn rnittu ttnhrn nnhm�nthuthminn unlntlhntlnolllr e ... .- � y r• r„:r �'� v n'� k? w „°•�• C�, ;. ,.2. e,x.,t h,u + -. 4Cl k. (h ,""•il _. ;x" 4C" uKrr' .��+. ..� �. � ,.,a... .�:�•Hl.�..�k.: -, • U "NERAL STRUCTURAL NOTES ARBREVlAT1C7N5 AS ANCHOR BOLT DESIGN CRITERIA FOUNDATION SITE CAST TILF-UP CONCRETE WALL PANEL METAL DECD( AFF AEOVE FINISH FLUOR W � M ALT 4TEJRNA'.E M 00 ALUM ALUMIKM eq 1 GOVERNING BUILDING CODE; 1994 UNIFORM SUILDINC CWI OOS, TH 1. THE SUSSLMYFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON 1. UNLESS NOTED OTHERWISE, PANELS SHOWN ON DRAWINGS ARE ARE TO LIE 1. METAL OEGt SHAG CONFORM TO THE SPECIFICATIONS OF THE STEEL DECK ~ OQ1 .- OtE7NOMIMTS, A REPORT PREPARED BY GEOENGINEEIRS GE11-1ECHNICAL CONSULTANTS, PRECAST ON SITE, TILT- UP CONCRETE WALL PANELS. INSTD`UTE. ANDD ANODIZED Q C to ' APPROX APPROXIMATE CIO FT1F NQ 2361-010-PM. REPORT DATED APRIL 1. 1994. THE CONTRACTOR U O_D ARCH'L/ARGON ARCTHITECTURAI K N 2. GNGAV►TY LIVE LUAUS: SHALL F'lWOR11 EXCAVATIONS, FOOTING CONSTRUCTION, MIO PREPARATION 2 SEE GENERAL NOTES SECTIONS 'CONCRETE' AND 'STRUCTURAL STEEL' FOR 2 C.OENFiOSl1E FI-(XJR AND ROOF DECKS SHAH BE VUI.CRAFT TYPE 3VU OR 1.5K O td O (y ROOF 25 PSF OF THE SLASMADE UNDER THE SLAB ON GRADE IN ACXXMANCF. WITH CONCRETE, REINFORCEMENT BARS, EMBEDDED PLATE, AND (ROUT SPECIFICATION£ AS NOTED ON THE DRAWING$, 20 GAGE OR APPROVED EWIVALENT. SEL PLANS 1! AT to . . . . . . . . . . . . . . . . (SNOW BUILD-UP IN ACCORDANCE WITH 1904 UBC APPENDIX CH 16) THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND FOR TOTAL RAS DEPTH REQUIRED. THE PRO.ECT SPECIFICATIONS. 3. THE CENILI. '!E O" SINGLE MAT STEEL SHAH COINCIDE WITH "HE S/ BOTTOM Or (/� L p � FLOORS) CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL PANELS WITTi 3. NOF!-COMK)WTE ROOF DEC( ShALL FIE VULCRAFT TYPE 1.5B, 20 GAGE OR BPI BUCDNDARY NAIL Q O n TYP. FLOOR . . . 80 PSN: PLUS 20 PSF PARTIT,ON LOAD L THE FOUNDATION FOR THE STRUCTURE HAS SE& DESIGNED FOR AN TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/2' CLEAR ON THE APPROVED EQUIVALENT. BTMN BETWEEN ► EXIT FACILITIES AND CORRIDORS . . . . . . 100 PSF ALLOWABLE SOL-BEARING DRESSURE OF 20fr PSF. OUTSIDE FACE AND 3/4' CLEAR ON THE INSIDE FACE.. SEE PANEL BLD BUILDING • (7) X 5 FILE STORAGE 120 PSFPLUS 20 PSF PARTITION LOAD ELEVATIONS FOR ADOITIONAL. REINFORCEMENT REOUIREMENTS. 4. UNLESS NOTED OTHERWISE ON PLAN, CONNECT DECKING TO S0.1PFPORTTNO HEX O'er c t f- Q S FOUNDATION CONDITICNS NOTED DURING CONSTRUCTION, WHICH DIFFER MIEWBERS WITH 1/2" EFFECTIVE: DIAME-TEk PUDDLE (FUSION) WELDS USING BLKG BLOCKING • O O FROM THOSE DESCRIBED IN THE I cUTECHN1CAl REPORT SHALL BE4. PROVIDE 2-/d WNTINUOUS AT THE TOP, BOTTOM AND SIDES IIF EACH 30/4 PATTERN AND AT d" CENTERS AROUND All DECK EDGES. USE WELD NM BEAM © • REPORiE7) TO THE STRUCTURC ENGINEER AND/1011 THE GEOTECHNICAL PANEL AND AT DHE HEAD. JAMBS AND SILL OF EACH OPENING AND EACH WASHERS ONLY IF RECOM11fNOED BY MANOFAC'TURER. ONG c BOLTON O Q X SEISMIC ENGINEER BEFORE FURIHE.R CONSTRUCTION IS ATTEMPTED. FUTURE KNOCK-OUT OPENING IN THE. PANQ_ BRG BEARING r N OFFICE: BUILDING 5. ALTERNATE TO PUDDLE WEEDS: HILTI ENP2/ENPH2 LOW VELOCITY POWDER N y (� SEISMIC' ZONE .J 1. CONTRACTOR WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM 5 GROUT SOLID BETWEEN F(X)TING t PANEL BASE AFTER TILT-UP. ALL STEEL ACTIVATED FASTENERS USING MINIMUM 36// PATTERN AND AT d' CENTERS CJ CONTROL JOINT C 20)m O IMPORTANCE FACTOR I 1.0 EITHER 5l1RFACE C,7ROlJND, OR SEEPAGE WATER. WINS AND THOSE PLASTIC SHIMS COMPRISING LESS THAN 5N OF THE PANEL'S AROLAID ALL DECK EDG'E'S. � C 04TER UNE (J n. c BUILDING TYPE Ra (CONCRETE BEARING WALL) . . . . . . . . 6 BEARING AREA MAY BE LETT aii ^:ACE. UR CLEAR W -3 O N SOIL T . . . . . . . . . . . . . . . . . . . . . . CMU CONCRETE MASONRY UNIT YPE, S 1.T 8. ALL ABANDONED FOOTINGS UTILITIES, EIC., THAT INTERFERE WITH NEW d. WELDERS SHALL EJf AWS-CERTIFIED FOR LIGHT-GAGE LAEtDINCs • R3 QIP LL Bt CONSTRUCTION SHAREMOVED. d. THE GI NERAL tAMTRACIOR SHALL REVVW AND VERIFY ALL PANELGOTCOLUMN CI-W) i DIME]NSIoNS, OPENINGS, BEAM AND JOTS, POCKET LOCATIONS. ICD PLATE 7 UNLESS NOTED OTHERWISE ON PLAN, HUTTON PUN(]-' SIDELAPS AT 2'- 0' CONIC CONNECTION Z 20 o In G. SITE PREPARATION AND OVE.REXCAVATION VECOMPACTION OF SOILS SHALL LOCAAGNS AND REPORT ANY DISCREPANCIES TO THE STRUCTIA?AL ON CENTER, OR AT 6' O.C. IF USING ALTERNATE TO PUDDLE WELDS ',, BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN ENGINEER PRIOR TO CASTING PANELS CONST .R C�INSIRUCTIOV JOINT U :^-0 THE SOILS REPORT REFERENCED ABOVE CION f C:QN IINL'XNS (a O O U /, QUINOL 7 EXPOSED EDGES (IF PiNEIS SHALL. HE CHAMFERED, EXCEPT A7 THIN BRI(]( 001ORD COORDINA TE CSK (WUNTERSINK Q t)HT1 t O BASIC WIND SPEED . . . . . . . . . . . . . . . . . . . . . . . . 80 MPSI 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL VENEER FACED EDGES L to O Z EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B CRIMNG,, SHEATHING, AN^ SHORING REWIRED TO SAFELY' RETAIN THE CTR CENTER0 n_ LL IMPORTANCE FACTOR 1 . . . . . . . . . . . . . . . . . . . . . . . . .1.0 EARLI BANKS B. SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFERS, d PENNY(NAILS) FTC SPECIAL INSPECTION DBL_ D(IUBLE 9. THE PANEE.S HAVE BEEN DESIGNED FOR THE IN-SERVICE CONDITIONS OI.Y. IN ACCORDANCE WITH UBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REWIRE DBA DEFORMED BAR ANCHOR CONCRETE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL IJFTING SPECIAL INSPECTION SEE Ti$ SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL OF DOUGLAS FIR DESIGN AND METHOD. REQUIREMENTS FOR INSPECTION AND TESTINDIA/f DIAMETER G. UTAF'H DIAPHRAGM GENERAL. 1. CONCRETE MIXES SHALL BE DESIGNED BY A OUALIFIED TESTING DIM DIMENSION W lAGORATORY AND REVIEWED BY THE ENGINEER. MAXIMUM COARSE 1U. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL W_ PAYC ED -- -- D LEAD LOAD 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED UY 114E STRUCTURAL 4G,GWGATE SIZE IS 3/4 INCH. MIX DESIGNS SHALL BE SEALED BY A CIVIL AND FINISHED TO MEET THE ARCHITECT'S APPROVAL ITEM PER CHAPTER 17 - �DESCRIPTION DO DITTO NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIROMENITS IN ENGINEER LICENSED IN THE STATE. OF THE PROJECT. EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL TAN:E 11. TEIrWORARY BRACING OF PANELS SHAM. NOT LIE REMOVED UNTIL AFTER 1. CONgRETE - DEP STRUCTURAL CONCRETE ON D PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPIC-41- DETAILS THE SLAB LEAVE C1UT HAS BEEN POURED AND THE ROOF DIAPHRAOM - DEEP 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHAH. (YXNFTXRM TO ASTM C33 AGGREGATE FOR IIGITWEIGHT CONCRE.-TE SHAD_ CONFORM TO ASTIr 0330. CONSTRJCTI[)rl HAS BEEN X7MPLETED. 2. BOLTS INSTALLED INCONCRETE -WEDGE DANCHOR T AND EPDXY DOG DRAWING 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. PORTLAND CdFNT SHAD. BE TYPE I OR TYPE.' If AND SHALL C(1414M TO GROUTED BOLT ID ON DRAVA DINES DONEES THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR -_� WFIFRE INDICATED O1 DRAWINGS 0 INCONSISTENCIES ASTM 0150. IN FOINDATION, TILT WALL EA EACH 3. REINFORCING STEEL -REINFORCING STEEL PLACEMENT EF EACH FACE 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. STRUCTURAL STEEL EIFS EXTETIIOR INSULATION (; 3. DO NOT SCALE DRAWINGS; WORDINATI_ DIMENSIONS OITH AF,'CHITECTLIRAL ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE PANELS t TOPPING SLABS FINISH SYSTEM t , DRAWING. SNAIL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT 1. STRUCTURAL STEEL ROLLED SHAPES SHALL BE DUAL CERTIFIED AND CONFORM --'-- --- - LIE`! ELEVATION �V �' Rr CONTENT. CALCIUM CHLORIDE SHALL NOT BE USED. TO ASTM A36 AND ASTM A572 GRADE 50- OTHER SHAPES AND PLATES SHALL 4. WELDING -ALL FIELD WELDING EN EIEC TRICAL z s. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS JF THE UNIFORM CONFORM TU ASTM A36. � -� SHOP WELDING _�- EN EDGE NAL. I BUILDING CODE AS AMENDED AND ADOPTID) BY THE STATE OF OREGON 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 26 DAYS SHALL SL AS FOLLOWS: 5. HIGH-STRENGTH BOLTS -STRUCTURAL STEYI BOLTED EOP EINE' OF PANEL 1996 EDITION Of THE STRUCTURAL. SPECEALrY CODE. FOOTINGS AND 5L1B ON GRADE . . . . . . . . . . . . . . . . . . . J000 PSI 7. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53. TYPE E OR S. CONNECTIONS PER EO EQUAL �P CONCRETE FILL OVER METAL DECK . . . . . . . . . . . . . . . . . . JO00 PSI GRADE. B OR ASTM A5M WILL TEST REPORTS FOR STEEL PIP" SHALL BE UBC CHAPTER 22, DIVISION IV EW EACH WAY LL SEE AW-14MCTURAL DRAWINGS F'OR THE FOLLOWING TILT-UP CONCRETE WAIL PANELS . . . . . 5000 PSI SUBMITTED FOR APPRCVAL -- - EYIST EXISTING a. SIZE AND LOCATION OF All OPENINGS, EXCEPT AS NOTED, lI SHEAR CONNECTIONS -RGOF DECK TO FRAMING b. SIZE AND LOCATION OF ALL INTERIOR AHD EXTERIOR NON-BEARING -SHEAR STUDS (OR ALTERNNATE) E'XJT/EJ EXPANSION JOINT Z 5. MIXING, TRANSPORTING, AAY/ PLACING OF CONCtf_TT SMALL CONFORM TO 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM ASGX), GRADE B EXTT EXTERIOR PARTITIONS. ACI 3D4R-85 AND PRC,.FCT SPECIFICATIONS. AL1 CONCRETE SURFACE'S (FY . 46 KSI). y- TO FRAMING � �_�-- c. SIZE AND LOCATION OF ALL CONCRETE CURtEtS, FLOOR DRAINS, SLOPES. AGAINST WHICH CONCRETE IS TO BE PLACED SHALL. BE 1110ROUGHLY 7. GROUTING -COLUMN BASE PLATES F/ FACE OF DEPRESSED AREA$ MF CHANCES IN LOW, CHAMFERS GROOVES, INSERTS, (:PANED. LA;TANG= AND STANDING WATER SHALL BE REMOVED. 4. ANCHOR BOLTS SHALL I:ONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. -TILT-PANEL TO FOOTING FB FLAT BAR ETC --- d. SIZE AND LOCATION OF ALl FLOOR AND ROOF OPENINGS, EXCEPT AS 6 ALL WINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION `SHALL CONFORM FIN FINISHED FN FLOOR SHOWN. STALL. AE Will SECURED IN POSITION PRIOR TO PLACING CONCRETE, TU THE AIS(: 'SPECIFICATION FOR S1Rl1OTLIRAI STEEL. 8UllDING5 - FN F1FID NAILING (y) 4 FLOOR AND ROOF FINISHES. PROVIDE STANDARD BAR CHAIRS AND SP4CRS AS REQUIRED TO MAINTAIN ALLOWABLE. STRESS DESIGN AND PLASTIC DESIGN.' 1W O EDITION, WITH FOC FACE OF CONCRETE f. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. CONCRETE PROTECTION SPECIFIED. AMENDMENTS, AND THF: A1SC 'CODE OF STANDARD PRACTICE FOR STEEL ■ q. FOM FACE OF MASONRY DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.. 9UIID;NGS AND BRL)OCS,' 1986 IEIITION WITH AMENOMENTS FOS FACE OF 5T11D5 6. WE MECHANICAL, PL(WMNC. AND ELECTRICAL DRAWINGS FOR THE 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL ITE AS 6 WELDING SHALL CONFORM TO THE AMERICAN MEIDING SOCIETY STANDARD FOD FACE Of WALL FND FOUNDATION FOL1.007w.. FCXJ OWS: (SEF A.C.I. 318-89 SECTION 7.7 FOR CONDITIONS NOT NOTED.) 01.1 LATEST EDITION- RECTRODE., FOR SHOP AND FIELD MELDS SHALL FT FEF7/TGOT a PIPE RUNS, SLEEVES. HANGERS. TRENCHES, WALL AND .SLAB OPENINGS, a. ,XWCM. CAST AGAINST AND PERMANENTLY EXPOSED f0 EARTH .31 CxNFC*W TO AWS All OR AWS A5.5, CLASS E70XX. SUBMIT SPECIFICATIONS FTG FOOTING ETC, EXCEPT AS SHOWN OR NOTED. b. C0OF PROPOSED SUBSTITUTE FELLER METAL FOR APPROVAL NCWM EXPOSED TO EARTH OR WEATHER b. ELECTRICAL CONDUIT RUNS. BOXES, OUTLETS IN WALLS AND SLABS. BARS 05 ANLL EAR(. . . . . . . . . . . . . . . . . . . . . . . . . . .2• GA C.AucE C. CONCRETE INSERTS FOR FIXTURES BARS /5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . I 1/;)• 7, SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE GALV GALVANIZE[' d. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR C. CONCRETE NOT EXDOSM TO WEATHER OR IN CONTACT WITH GROUND: CONTRACT DOCUMENTS IS PROHISIT-tO WITHOUT THE PRIOR APPROVAL Of LEN GENERAL BOLTS FOR MOTOR MOUNTS. SLABS, WALLS. JOISTS - ill BARS AND SMAIIER. . . . . . . . . . 3/4' THE STRUCTURAL ENGINEER AS TO LCCATiON, TYPE Of SPLICE AND GIB %U LAM BEAM TEAMS COLUMNS - TIES. STIRRUPS. SPIRALS . . . . . . . . . . 1 1/2' CONNECTION TO BE MADE.. GR GRADE y" 7. METHODS. PROCEDURES, AND SEQUEN(ES OF CUFISTR(Y'TION ARE THE WSPONSSBIUTY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL a. REINFORCING STEED FOR CONCRETE SHALL BE GRADE 60 AND SHALL 8 HEADED CONOWTE ANCHORS SHALI. BE NELSON HEADED CONCRETE HDR HEADER NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF CONFORM TO ASTM A615 OR A708 FOR WELD TYPE REINFORCING STEEL. ANCHORS (OR APPROVED EQUALI AND SHAH CCNFORV TO ASTM ALOE HCR HANGER THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. REINFORCING BARS SHALL NOT BE TAC( WELDED. WELDED. HEATED OR ANCHORS SHALL BE. AUTOMATICALLY END VIM WITH SUITABLE STUD HORIZ/HOR HORIZONTAL WT UNLESS INDICATED ON THE CQNTRACT DOCUMENTS OR APPROVED BY MELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING, S14ALL BE HS HEADED STUD 8. 111E CONTRACT STMJCTURA± DRAWINGS AND SPECIFICATIONS REPRESENT THE SIR(UCTURAL ENGINEER. IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD FISH HIGH STRENGTH BOLT THE FINISHED STRUCTURE. THEY 00 NOT INDICATE. THE METHOD OF WELDING COMPANY. HVAC HEATING, VENTILATION AND Q CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE All MEASURES t'. WELDINC REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL AIR CONDITIONING WCXW.ARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD 9. DEFORMED BAR ANCHORS (DBA) SHALL HE NELSON DEFORMED BAR ANCHORS NWS HEADED WEED STUD CONSTRIUCTTCIN. SUCH MEASJRE SHALL INCLUDE: BUT NOT BE LIMITED TO, D1.4, LATEST EDITION. E70XX ELECTRODES SHAM BE USED IN WELDING (OR APPROVED EOUAI), AND SMALL- BE MADE FROM LOW GARB) STEEL BRACING. SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE A700 REINFORCING BARS TO A36 STRUCTURAL STEEL CONFORMING TO ASTM A496. ANCHORS; SHALL OF AuromATEcAELY END- ID INSIDE DIMENSION <� BY THE. STRUCTURAL F7'M.INEER SHALL NOT INCLUDE REVIEW O THE ABOVE ITEMS. 10. DETAILING Of CONCRETE REIWORCfUENT BARS AND ACCESSORIES SHALL WIELDED WITH SUITABLE WELDING EOlWITHPT IN THE MEN TI M THE FIELD. CC MELDING SMALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE IF INSIDE FACE CX7NFORW TO THE RECOMMENDATIONS OF THE A.C.I. OXTAIUNG MANUAL, NELSON STUD WELDING COMPANY. INT INTERIOR INSULATION l J Q 9 OPENINGS, POC(FTS, ETC. SHALL NOT BE PLACED IN STRUCTURAL AGI COMMITilL 315, 1981! MT _ Q1 ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ICE COMPOSITE BEAM SHEAR CONNECTORS SHALL HE FITHER: JST JOIST ,- D STRUCTURAL ENGINEER. 11. GROAT SHALL OF NON-SHRINKAIXE GROUT CONFORMING TO ASTM 0827. A) *' DIAMETER x 436' NELSON S3L SHEAR CONNECTORS, OR APPROVED EQUAL; JT JOINT Ld AND SHALL HAVE A SPECIFIED COMPRESSIVE' STRENGTH AT 26 DAYS OF B) HIL'fl X-HFTV SHEAR CONNECTOR INSTALLED PER MANUFACTURER'S ( ^ 10. DONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) &ANTI NOT EXCEED THE fi•9• PSI. PREGROUTING OF BASEPLATES WILL NOT BE PERMITTED. RECOMMENDATIONS WITH ENP2 LOW VCLOCITY POWER ACTUATED L ANGLE `./ / 1 DESIGN LIVE LOAD PER SQUARE FOOT. PROV10E ADF_OUATE SHORING AND/ FASTENERS, AT (3) TIMES THE STUD 001ANTITY INDICATED. LB LAI; BOLT �•J OR BRACING WHERE STRUCTURES HAVE NCT ATTAINED DESIGN STRENGTH. 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE U_ LIVE: LOAD FOR THE REWIRED CAMBERS/SLOPES. LL LONG IEC VERTICAL 11. WHENA OETAIL 'S IDENTIFIED AS TYPICAL. THE (XWTRACTOR SHALL APPLY L THIS DETAIL IN ESTIMATING AND CONSTROCUON TO EVERY LIKE CONDITION 13. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB IM LONGITUDINAL lP LOWPOINT WHETHER OR HOT THE RETERENCE IS MADE IN EVERY INSTANCE. THICKNESS AND SHAM C!E PLACED BETWEEN TOP AND BOTTOM REINFORCING LWC UfiHTIAElCH7 CONCRETE UNLESS SPECIFICALLY ;DETAILED OTHERWISE. CONCENTRATION OF CONDUITS V A OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS A4C MAS MASONRY PROVIDED. MAIL MATE/41A1. i MAX MAXIMUM 14. PROVIDE SLEEVE; FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE MA MACHINE BOLT BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT MECH MECHANICAL WHERE SHOWN NOTIFY THE STRUCTURAL. ENGINEER IN ADVANCE OF CONDITIONS �. NOT SHOW) UN MIN MINIMUMTHE DRAWINGS. MFR MANUFACTURER NIMUM Gn 15. CURING COMPOUNDS USED ON (DNICRETF THAT IS TO RECEIVE A RESILIENTMISC MISCELLANEOUSMK MARK 1�� � TILT_ FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. GIP t t NIC NOT IN CONTRACT RN �lL>! ♦ iR 0 NO./0 NUMBER \( { ti NOAH NOMINAL A I NTS NOT TO SCALE ti OC ON CF N TER 17. I 00 OUTSIDE DIAMETER OF/OSF OUTSIDE FACE B. OH OPPOSITE HAND OPNG OPENING DATE: GVHD OVERHEAD 117/2!3/96 PJ PANEL JOINT DRAWS BY- PLATE PLYWD/PLY PLYWOOD NAE PS POUR STRIP PSF POUNDS PER SQUARE FOOT CHECKED BY: PSI POUNDS PER SQUARE INCH 1.80 PT PRESSURE TREATED REVISION RET REFERENCE `'� EDITION z REINF REINFORCING z 1 CLOSING REC REQUIRED DATE RV REVISION � E. i RIS ROUrA4 (Y"ING SCH/SCHED SCHFDULE SFHTG SHEATHING SIM SIMILAR SLV SHORT LEG VERTICAL .,P/SPA SPACE(D)(S) SPEC SPECIFICATION STAGG S"fAG•CERED STD STANDARD STIFF STIFFENER : f I'm TCP AND ROTTOM T/ TOP OF T1HK THIC((NFSS) 71 TOTAL LOAD MAMNVE/SACT)M ASSOC ATES,P C IN TOF NAIL 1995, A.L.RIGHTS RESERVED TOF TDP OF FDO i TNG THESE DRA'VINCS ARE TIF. PROPERTY Or WACI(EN%SNTU 3 ASSOC(ATTS,PC(MS p TOS TOP OF STEEL A)AND 0 Not TO Of USED OR REPRO- TOW EPRO TOW TOP WALL PRIOR WRIIN T CN PNY MANERMCSION�Of WS A TW Ti TRANSV TRANSVERSE TS TUBE STEEL SHEET TYP TYPICAL UON/UNO UNLESS OTHER MSE NOTED U/S UNDERSIDE VERT VERTICAL 0 W/ WI1N 0 Wo Ww W/O WITHOUT { _ Y{ �r Ws WATER STOP ! WWF WEIJ:IED WIRE FABRIC JM N'l. 6840 SW Redwood Ln RWwr • ED PERMIT RET 12-16-V V BLIP 96-0566 IF THIS NOTICE APPEARS CLFARF.R THAN THE Mr 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MIC 110FILMED ! !j!{{j!�{j!I!I►i!I�!!j!�!j!i{j! !i!I!i�i!jili ! �lijrj!��jiji ! !i!I�,!j�j�i� ! !I!�,;!�111j! ! !i!lil!�!j�;i ! !I!I!I!�!I!!!j! 1 ij!ji�il!�!I! !j►1!I!!!�!)iI. INCL MMW IN CHINA inlnnliminn m�llinlnnhntlunl!�u�nnlull nulnu unhn nllin n�+llnllnnl�ni�I ni If!Inn Inlhm�Ilnlmlinllln111111 ml�mllllm;►I�Hn,�ImIInI mlhn I,,I�miln��m11111 I�Ilhni nIIIIIII Ilnhulmllh,II�IIIII,nI�II1IlnI��n, i _ -. ,.. p..a..-..... .. :. , • --43/64" -43/64" MIN. IN. TYP. WM -- M(N. , BINE 1. SLAB Of"ENINGS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER NOTE: IV 59 1 ! TRIM BARS LZ- OPENING OR LONGER SIDE OF THE LARGER OF THE TWO ARE CONSIDERED TO FORM A 0 = 6d FOR it-4 THRU X18 - - COMBINED OPENING. D - 8d FOR #9, #10 do 011 " _._--_ ----' TRIM BARS _ _- - `� 2. THESE DIAGRAMS ARE FOR COMBINED OPENINGS WHOSE LARGER DIMENSION 0 - IOd FOR X114 k /18 ^; •--"`��y -- � � DOES NOT EXCEED 3`-O". SEE PLANS FOR OPENINGS LARGER THAN 3'-0'. D s 4d FOR ."IES, /I.S, �4 dr /5 N rz_ 3. TRIM BAR EXTENSION PAST EDGES OF COMBINED OPENINGS SHALL BE 1'--0" ,ti -. �`-- -- W M 000 "' - _ � ' FOR #4 BARS AND 1'-6- FOR #5 BARS. --COMBINED 4. DISPLACE SLAB PRINCIPAL_ REINFORCEMENT TO EACH SIDE OF COMBINED -------�-- N J x 6'-6" 1^- C> RECTANGULAR;---- TRIM OPENING OPENING OR PLACE BETWEEN INDIVIDUAL OPENINGS. DU NOT CUT SLAB t ''t, �ZiIrSi4r -a Q c u� 1 ROUND OR SQUARE / i AX'S _ BARS ,,, 1'-0"►LIN, 3'-0"MAX PRINCIPAL REINFORCEMENT. v �' �^ - 0 6 i•�' U t�x N ! SLAB OPENING MAX. - - 5. TENDONS MAY PASS BETWEEN SLAB OPENINGS WHEN THE' DISTANCE BETWEEN F ��41 0 OPENINGS IS GREATER THAN OR EQUAL TO THE SL-A8 THICKNESS PLUS <Q z V) A B (N--I) TIMES 3 INCHES, WHERE N IS THE NUMBER OF TENDONS IN A v - a a BUNDLE OR DUCT. TENDONS MUS F FOLLOW A STRAIGHT ALIGNMENT (IN PLAN) N ; _ � `- a 6" IN. THROUGH THE COMBINED OPENING AND FORA LEAST 24' ON EACH SIDE. _BENDS SFU (OLL� Q c ~ ! r / 3'-0MAX. COMBINED 6 SEE DETAIL 1/S8.9 FOR TRIM BARS FOR ISOLATED SLA13 (PENINGS. ��/ - -- ___- STD.-- OPENING 7. SUBMIT SPECIAL SITUATi&NS TO ENGINEER FOR REVIEW. v A HOOKS 1 v tr D D �. I • M COMBINED IRllsd BAR REQUIREMENTS: (- OPENING O IF- THE COMBINED OPENING IS SMALLER THAN 1'-0', PROVIDE (1) #4 TOP AND BOTTOM BETWEEN OPENINGS. 4d OR 2 1/2" MIN. 6d ORF` � Q p*� ^� r- t o>� \ !F THE LARGER DIMENSION OF A COMBINED OPENING EXCEEDS 1'-O' BUT THE 3" MIN. _C) rnlSOTES. ! lR �, t/2" KMAXEISO N z� SMALLER DIMENSION IS LESS THAN OR EQUAL TO 8", AND PROVIDED THE 1W AW W �(�E BENDS {1) /4 x 6'-6 1, THIS DIAGRAM IS FOR ISOLATED SLAB OPENINGS WHOSE LARGER DIMENSION IS BETWEEN L- TYP. °D I CLR. 5COMBINED OPENING IS ALIGNED WITH THE PRINCIPAL REINFORCEMENT, PROVIDE -- FACE O N» M TYP. 1 TOP AND BOTTOM BETWEEN OPENINGS. W m ^1'-0' AND 3'-0"._ NO TRIM BARS ARE REQUIRED FOK ISOLATED SLAB OPENINGS ( ) � T COL.)D ZQpSMALLER THAN 1' O". SEE PLANS FOR OPENINGS LARGF-R THAN 3' -0 . dN ALL OTHER CASES NMERE OPENINGS ARE ARRANGED IN A SINGLE LINE DLA2. PROVIDE (1) JL5 TF1M BAR TOP ANO BOTTOM ON EACH Sll/c OF OPENING. TRIM � PROVIDE (1) #4 TOP AND BOTTOM BETWEEN OPENINGS AND (1) #5 TOP AND "BARS SHALL EXTEND V-6" PAST EDGES OF OPENING. BARS 2" TIM BOTTOM AROUND PERIMETER OF COMBINED OPENING. D q Nce MIN. TYP. RS o3. EE 2/St.1 FOR TRIM BARS AT MULTIPLE OPENINGS. 5' WHERE INDIVIDUAL OPENINGS OF A COMBINED OPENING FORM Two OR MORE 'Q u o):E Q 4, DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE Oi OPENINGS. 00 NOT O ROWS, THE ROWS SHAD_ BE SEPARATED BY AT LEAST 8" OF CONCRETE. 45 NVT IDR (XU MN Q o M C PROVIDE (2) #►4 TOP AND BOTTOM BETWEEN ROWS OF OPENINGS, (1) X14 TOP � \� CUT SLAB PRINCIPAL. REINFORCEMENT. [ G ) O AND BOTTOM BEfWL�EN OPENINGS IN THE PERPENDICULAR DIRECTION, AND (1) I �••,/ /5 TOP AND BOTTOM AROUND PERIMETER OF COMBINED OPENING. PROVIDE I STANDARD HOOKS WHERE BARS TERMINATE WITHIN THE COMBINED OPENING. N 4 -APICAL REINFORCING BAR BENDS_ 5 ADDITIONAL RE00 INMRCMENT TRIM BARS 4 TRIM BARS 2 _ - I FOR ISOLATED SLAB AND WALL OPENINGS NO SCALE 1 1 MULTIPLL SLAB ANO WALL OPENINGS SCALE: NO SCALE �.I NO SCALE AT COLUMN PENETRATIONS NO Sf:ALE FRAMING MEMBER t' 6" Mi " T -I,- - -- - i�(E-"� PETR HDIET OOKS�t.1 - L I T L4x4x1/4 1.400/4 LLV--TYP. NI INF E I STEEL DECK 'IrLI _ STEEL UECY I - I90 E)-0.4S E)--0.6S -- C6x8.2 DIGGING FOR PIPE T1�EI+LCH / \ PARAIIF_L TO FIG SHALL NOT ,,!! '' 1f,,,� I \ I S S --- TYP VERT BAR EXTEND BEI.OW THIS LINE 6.AJ A I I I C I NOTE: T'S tAc2 S1.1 - (O WALLS) 1 � A 3/4" PLUG WEIR I ~�� I OR ADDITIONAL r :I / ( EACH BEARING I RFINF, IN SLAB TI S?Psl� PIPE PARALLEL TO FTG (, -I STE BAR - TYPICAL ( ( ` PLATE OR ANGIF-� - - _ EACH qE RING�TYP. TYPE B STD LAP PFJt A -- /4x2'-0" 111 PLUG ONE LAYER REINF. �+ NOTE: c - -- A O ARf BEVLI- (if?OOV(. WL LD B F LARF V GROOVE" MELD OCT 12/51.1 41"--=-- "A" SEE DET'S I&2/SI.1 - PIPES SHALL NOT PASS THRU COLS, FOR AD01 i TONAL COL f7G, OR UNDER COE .., m T'-0" MAX. REINF. IN SLAB __ 4'-0" MAX. _ -- 4 EXTRA TYP - -� A 3/16" CLOSURE VINIMOM KID SIZES LENGTH IN INCHES NOTES: `_ MIN. ERG. PLAN > ALL. AROUND BARS OF 'FULL SIZE' WELD STO HOOKS PER veRT BARS CL T 1 4" Gil SSE.T -- - 1. USE E70XX ELECTRODES _____ _ � / L4x3 TYPE A TWE 8 FOR GRADE 40 STEEL DIET 4/51.1 DECKING w/ 2-5/8" M.B. i S (E)•-0.4S (E)-0.6S TYPE A TWE B ' 0• TYP li PIPPIPE DIA E SLEEVE+M1N1/4) 16 GA. 2. IJSC E90XX ELECTRODES CLOSURE > 3T 3/32 1/8 2 1 1/2 FOR GRADE 60 STEEL. 4 1/4 1/8 5/32 2 112, 1 1/2 1► -_ _4 TYP of R T '^'• '1► _cs s 5/16 11/8 3/16 3 1 1 jz BARS (O wAlls) \_ . C6 - rte---r r�AM1NG (JF'FN't:.OFF 6 3/B 5/32 1/4 3 1/2 T �, - PI-r'E F_ CLEAR � - - L4x4x1/4 �S MEMBCF? SLEEVE BY t/2" TYP• - 7 7/16 3/16 9/32 4 2 OPTKM 4_ 9" MIN OPENING * 3 16 8 1/2 7/32 5/16 4 1/2 2 1/2 VI I M� r -_-- THLS CONC SHALL BE BTM OF 9 9/16 1/4 11/32 5 2 1/2 TWO , w�pL pC�. SAVE WIDTH AS FTG FTG (BOF) 101.5/11 1/4 3/8 5 1/2 3co B fry �-M Eh7 f1C A - c - METAL DECK - g WELDING OF REINFORCING STEEL+ �911EINF AT CONCRETE WALL AND rio"`�\PIPING AT FOOTING 6 OPENING IN METAL DECK 4 OPENING IN _ _ ___ __ A TO 24* �- NO SCALE 0 I /�" TO /IQw NO SCALE I NO SCALE o1 FOOTING INTERSECTIONS NO SCALE 4 1 NO SCALE 1 Q J_ IIrP.1.�1E?SPuCEs ` ` I. BiHADG�ENMS ���BARSPLICE PR'jDUCTS BAR- U Q -#5 TOP BARS = 62" -19 NOT BARS - 44' GRIP COUPLER (COLO-SWAGED � �-- 2 CBIB.LJMRS _ MFCHANICAL SPLICE) LiJ -#10 BARS - 88' FRICO LENTON TAPERED 3 �91HEH LOCATIONS THREAD COUPLER i I -USE TABLE BF.OW NOTLS: -- 1. EITHER THE BARSPI_ICE PRODUCTS BAR--GRIP COUPLER OR THE ERICO FLANGED COMPONENT - -- DOWEL-IN COMPONENT REQUIRED SIZE OF FABRICATED I-ENGTIi (') (2) -INCHES-- LENTON TAPERED THREAD COUPLER MAY BE USED TO SPLICE. REBAR. WITH FEMALE THREADS WITH MALE THREADS TWO-PART DOWEL COMPONENTS J (3AR COMPLY W/ ICRO REPORTS NO. 3848 OR 3967 RESPECTIVELY. Fc'=3000 PSI Fc'-4000 F'SI Fc'-5000 PSI FOLLOW MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER SPECIFIED SIZE FOR ORDINARY REBAR - - ----- 2. AT THE CONTRACTOR'S OPTION POSITION COUPLERS MAY I AND f 1 L./3 21 18 16 OF USED EXCEPT THAT THE ERICO LEN70N P8 COUPLER MAY _ BRAND NAME --#4- 05 is �I4 28 24 22 USED ONLY 1N COMPRESSION SPLICES W/ THE APPROVAL OF I --� DOWEL-IN I FLANGED DOWEL--IN FLANGED DOWEL-IN f1ANGE:D 6f THE ENGINEER. FLANGE ATTACHES AFTER FORMS ARE STRIPPED �- COMPONENT COMPONENT COMPONENT COMPONENT COMPONENT COMPONENT II /5 35 30 27 3. SPLICES MUST HAVE STRENCTI4 IN EXCESS OF TO INSIDE OF FORM I I DOWEL-IN COMPONENT THREADS 1259 OF THE SPECIFIED YIELD STRENGTH OF ASTM A615 INTO FLANGED COMPONENT RICHMOND SUBSTITUTION #4 05 05 #6 L./6 �7 /6 42 36 - 33 GR. 60 REINFORCING BAR. ! I FAR SUBSTITUTION�O I 4. SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OF LENTON FORM d 17 49 42 - 38 THE (CBO REPORTS IS REQUIRED. SAYER #4 #4 /5 05 06 dl6 � +GIN #8 59 51 46 5• IN GRADF BEAMS, SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS (PILE GROUPS), USING [�IF.S� WII. :AMS CD2 REBAR 05 #5 06 16 J7 #7 /D 74 64 58 - MECHANICAL REBAR COUPLERS. SEE DETAIL 4/S8.3 1. AT THE CONTRACTOR'S OPTION THE TWO-PART DOWEL PRODUCTS FLANGE COUPLER ----- S. IN BEAMS, OPTIONALI-Y, IN LIEU OF LAP SPLICES. SPLICE TOP BARS LISTED BELOW MAY BE USED TO REPLAf E ORDINARY DOWELS N10 94 82 75 AT MIDSPAN AND SPLICE BOTTOM BARS OVER SUPPORTS USING MECH REBAR COUPLERS SPECIFIED IN THE DRAWINGS. DAYTON-SUPERIOR -v- N AR WALL BOUNDARY ELEMENTS, OPTIONALLY, IN LIEU OF LAP SPLICES 2. FOLLOW MANUFACTURER'S DIRECTIONS AND APPLICABLE ICSO REPORTS. D-50 DOWEL BAR �5 �5 X16 L/6 A►7 /7 oil 116 100 90 7. ! SHF ,. REPLACEMENT 1 -I-�p OFFSET SPLICE VERTICAL BARS WHERE CONVENIENT. STAGGGER 509 OF SPLICES AT L EAST 24 SPECIAL_ INSPECTION IS REQUIP,FD. I ----- (1) UNLESS OTHERWISE NOTED 8' IN COLUMNS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE VERTICAL 3. TWO-PART DOWEL COMPONENTS MUST BE OF SPECIFIED LENGTH 1 1 (2) WHEN TWO CAR SIZES ARE SPLICED, BARS WITHIN THE CENTER HALF OF A COLUMN'S HEIGHT. STAGGER 509 OF AFTER ASSEMBLY. 10/28/96 DATA. ''SL LAP LENGTH OF SMALLER BAR SPLICES AT LEAST 24'. DRAWN BY: _ MECHANICAL REBAR COUPLERS00 ;05_ 14 TiINO--PART DOWEL SYSTEM _ _ a DRAWN BY: 12 TYPICAL LAP SPLICE N x� ME _ - - -- Nae .� NO SCALE: I �- NON-STRAIN REED F APPLICATIONS NO SCALE 1 NO SCALE a o CHECKED BY: F' LBO n REVISION 1 1/2' STD. PIPE --' GUARDRAIL -' - 1/8" RADIUS TOOLED EDGE EDITION i2QWELLEQ�IB)I(1L INSTRUCTIONS:. °�' CLOSING 1. DOWELS ARE TO BE SAWN -- 1/2"0 x 1'-0' LONG SMOOTH DOWEL I =.L q l BATE: f " OR IF SHEARED, -1/2 SQ. BAR VERT. ( GRIND IT�S AT 1'-0" O.C. GREASE DNF_ END. 1. ALUMINUM COR,"1UIT MAY NOT BE EMBE,DED IN CONCRETE. I INTERMEDIATE RAILS TO REMOVE DEF^.RMITIES) AT POUR STRIP USF f4x3'-0", DO 2. NO PRESSURE F IPE MAY BE EMBEDDED IN CONCF'ETE. 16 p 0 ,1' 0 f NOT GREASE (SIM. CONDITION) 3. MAINTAIN REQUIRED (,'OVER. ;,, ---�3" CONCRETE WALL WITH CONCRETE SLAB 4. DO NOT DISPLACE REINFORCEMENT FOR PIPE OR L./5 AT 1'-0' O.C. EA. WAY ¢ CONDUIT RUNS. I� PROVIDE (2) #5 AT TOP i N AND ALL EDGES cl --- 9.. xv D 9., COARSE GRANULAR BASE 6" p I 8" OF FREE DRAINING ROCK - x � • ---CONCRETE SLAFT MAq(E.N21E/SMTO b A`SSOCIATURR,': CONSTRUCTION JOINT - ; 1"S, Alf MCOM RESERVED W -------- MA1CN£NZIE(WTO A A5.mmiES,K LMS V) A THESE DRAWNUS ARE THE PR01'Err Or Y -2" WEEP HOLES (SCREENED) - RElNF (S AGGER 70P AND ' Q PR"VPR1TTf N PE*WSK*OF NS A > T/SLAC - _ AT 6'-0" 0.C. " S BOTTOM BARS) n W WY%WNfER; Ex'CIE1"NE r-- SAW CUT 1/L3 x 2" THICKNESS 1/2" ASPHALT IMPREGNATED H MAX. D MAX. S REINFORCEMENT- SHEET FELT �- CONCRETE SLAB - - 2,. -� A-� 1'-0" O.C. 8" 2 1/2" 7 1/2" �'4 O 2--0" TOP do BOT ! --_{4) #5 x CONT. 1 - �-" COARSE GRANULAR BASE g" 33� g" t/4 O 1'-1J" TOP dt BOT si • 1 NI S 10 3/4" 3 1/2" 10 1/2" L./4 O V-6" TOP llr BOT LR, Y FOR CORN1.ER REINFORCING CONTROL JOINT 14" 4 1/4" 1'-1 1/2" #4 O 1'-2" TOP ar BOT OFA SEE y^ -- -_ - "tel � .x>fl N0. RETAINING WALL SECTION - n co NO JOINTS _ IN-SLAB EMBEDMENT _ (� �'1 i 295385 Redwood f_� -- -- ---V 3/4"-1'--0" �- NO SCALE p1 F01? PIPES OR CONDUITS NO SCALE RE..r"SED PERMIT S� 6540 SW ....r..."- BUP 96-0566 16 of 24 IF THIS NOTICF APPFARS CLEARER THAN THE 0(.T 7 1999 IX)(-IIMF.NT,THE IXX'I1MF,NT IS OF MARGINAL QUALITY. MICROFILMED !I�111�1�1 1 1111111111111411111111IM1�1 1111IM11111 111111 111 I ililr(!I11111911111111111141111illjolll I III Jill I itVool maw l I�I�I�I�I�illll I I�I�II!�I�I�I I�I�I�i`I�l�If ,. I!I�IIII IIII�IIR;;III�IIlIIIIII�IIII!Un�lulillll�u!I nlllllu!!!!!!!!!I11!!!m nnllnl uIlll!uhm!! IIInllnu nnil�illlll!n!�L!ul!n!!!!n1!�iIL!!I!!Ii!1!!I!nII!';N111hn!I!!n!u!�!u!Itn�!II!nN�NI!n►I�f!L1 tI1I�Nn In!I!!II!L►I!!n!In!I!!n!nn�nnlln!lnlilllx I . i . ' ,...fit.... I a i FT w LE"" ND + GENERAL NOTES KEYNOTE V) 1 7 3 4 5 < 6 1- 0 N 0GRIDUNE a' C 1 j 00 PJ PANEL JOINT 0C-4 127'-3" C. 127'-3" . t'a M OSF OUTSIDE FACE 0 2 0 22'--0" 30'-0" 22'--0" 25'-0" V-7 1/2" Q I I I I CJ CONTROL JOINT c • M d e 5 6� I 5811 S8.1 TYP, WALL 0" 5 CONST JT CONSTRUNCTION JOINT Q • • t \ 16 SB.1 ; 15 I z ! 14 r-- - -- 13 I 12T' CONCRETE TILT-UP PANEL Q C N n I I I I I a I I - I o -2 u �- I 1 -- 1- - _ -- - ISI / L ..� tp L- - - - - - - -� I F.O. PNI I ALL. FOOTINGS ARE OF WALL, PANEL JOINT OR a. o N _._ COLUMN U.N.O. -- • 06N I .FI coto W . - - SIGH. v? L - - r _. .� .Q c � o I o anaa KEYNOTES s I I i I ` �. I 11 1. 5" CONC SLAB PROVIDE CONTROL/CONSTRUCTION JOINTS AS SHOWN, U� Ell �'�`�� I I ,) �6'-6" BUT Nor TO EXCEED 25'-0' O.C., 4430 SO. FT. WITHIN JOINTS OR 1}¢:1 RATIO OF PANEL SIDES. i i 2 I I 2. CON TROI./CONSTRUCTION JOINT. SEE 17/S1.1 F-L 3. TURNED QOWN SLAB EDGE, SEE 1/S8.1 1 (7 +� I 7 'rj4 , I ( , 4. PRECAST OIL/WATER SEPARATOR, UTILITY VAULT CO. MODEL 25--SA, I TOP OF FRAME & COVER AT FINISH FLOOR ELEVATION I Y I I I I I I I I 5. T.O.F. AT BUILDING PERIMETER 1'-4" BELOW FINISHED FLOOR EXCEPT v - - - -- - I -� ---- f� R I AS NOTED 6 -6" I .IP. 4 I I I I I I I I I 6. T.O.F. EL 3'-0' BFLOW FIN!SHFD FLOOR I I I I I 7. T.O.F. EL 2'-0' BELOW FINISHED FLOOR TYPICAL INTERIOR FOOTINGS J UNLESS NOTED OTHERWISE 1 O O 10 O O O I Q 8. PROVIDE 1 GALVANI7_ED STEEL GRATING OVER SUMP. SEAT ON I GALVANIZED L 2x2x1/4 W/ (2) 1/2'0 x 2 1/4" EMBED SST WEDGE ANCHORS EACH OF (2) BEARING ENDS. 3: Z6 9. THICKEN SLAB UNDER STAIRWELL TO 8'. C) I .1 0 1 I I 4 I s 101 10. T.O.F EL 4'--0' BELOW FINISHED FLOOR �' N ❑ b I I I I - _ 1 44 TYP. EA. EW AND n�i I _ I ( 1 - �.�J SIM. PLINTH BET Sb �✓ W r - , - FOOTING SCHEDULE p �- 22 F OC NOMINAL SIZE STEEL REINFORCING MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS F2,51 I I I I I 1 t'-0' t i'_0' 1'-6' 12 5 12 5 10'-0' 10'.-0' 1'-6' 11 11 I I - I I I I ! 1 I I I I F, 1? STEEL REINF. TOP & HO F A I � �4x�x1 4 i l_ - _ _•- - _J L_ � _I 11'-0' 11 -0 2'-0" 12 _ C L -- - - _ J 33'-0" 10'.-0' 2'-0' 35 11 STEEL REINF. TOP k H0' . 1 S8.1 I I \ I 13 5 13 -5 STEEL REINF. 70P do BOT. 12'-a' 12'-0' 2'-0' I e 1 I 5'-0" 5'-0' 1'-4' 6 5 6 PLINTH ABETWEEN _18 I _ I lA I ... / 3 G TYP. STRIP CONT. 3'_0" 1'-6" 4 5 5 O 12 O.C. ❑ I I I I 58.t - I ❑ u, '�'''� - - ., 1 I i �1 � __ I _ � i_..i i_ _1 SIM. O - - - _ �- LK V D - _ F.6, PA _ ;� I _ _ -- _-- _ __ -I o _-_._ _._ _ J ; o PANE FOOTING BASE EMBEDS I I , I I I I o ( I I -, I I �--L is � 0 1-- I 1 I I 1 1 io I _-- -- i ± ""► i �__ _ - _ _- PANEL END CONNECTION lNTERMEDIA'TE (� 6 I O D - _;, L - - _ ._. 1 ❑7 O n E OTY. • CONNECTORS ir O a ��� �J S i 5 17 B 3 21 J 1 O - OTY. •• �.:/ .1 S8.1 A11OVF ABOVE 5 TYP. • ERS 6#-Om 113.9,11 _r (3) (6) Q 18 20 2.10 (2) (2) I I I I I 4,5,7,8.12.13,IS.16 (2) (5) Z ! F.O. PANEL LL. _ J L_ -_ _ I 6,14 (2) -U- O O 19 (1) -0- �.L I 19 22 (2) (6) 1'-0" _ 23 (2) �i (9) 32'-0" _- __._ .._. 18. 20 -0- (2) ••• r 1 ? 3 4 5 6 SEE DETAIL 8/S8.1 j +: •• UNIFORMLY SPACE BETWEEN END CONNECTIONS, SEE DETAIL 3/S8.1 F'o ••• LOCATE t'-0' FROM EACH END, SEE DETAIL 3/S8.1. a f xs 117 B. DATE:: FOUNDATION PLAN 10/28/96 By: WN BY: RDP CHECKED BY: LBO REVISION EDITION x _ CLOSING fi Y DATE: i f MAC..f N2M./SAIIO A AVCKA0k IT'S.PC 1995, All RI&TS RESERVED TIK'JE ORA i ARE T4 PRORM Or MAMEN2tE'rNT4!ASSomr5.r'l.((MS A))Aw ARC N0, To Ar VSEL 0R REPRO UI�Cf r.NAM• ,,,Or mu,,P,NTT.LNC �'pNMi WRITTEN r t R111SSMM nf m A SWEET S-) 2 . 1 OF JOS N0. 29538 REVISED PERMIT _SE 12-16--9 17 o124 IF THIS NOTICE APPEARS CLEARER THAN 7•HF, U(%7 7 19T INK'UMENT.THF.IKK'UMENTISOFMARGINAL QUAL.ITY. MICIMFI1.MED I�111�11111�1 III�I�I�11111 1 1111111�1I11 I IIIII�IIIIlli1) illllli�11111 I Ill��jl�llll) II11111(I�11111 ; Illlill�l1�11 ! IIIIiIIIIIIiI 111111115111111) I IIiIl�i111111 1111111�1�1�11 t IIION MAD!M CNI1N Ililliil 111 Ill 411 1111111!I In!11nIIInII!nl u111111lhnllnu n1111m!!nhmlln111lnlnnhu!hnllnnln,11n11l1n1{tmNI;�1111I nnllul nI111111 ItI11H11 tn111p1111111111171111111171!IIIA►II tlltlilNII11111111111111111111tt s l a Y r S I ,. .,- ...:... .., ......_ -..... ._..... .......,.... - ... .. .._.- . .._.......__, _._ .._.. ....,.,.- .._.:, ...._ .........n. .........-... _.,...,__. ........ •-,......_._ .�-+•n_- _-.._. ._..__.._...... .- ._... .__......_...,_. .. ..... _ .. .. . ,.., _ .. ,..... .... .. ..- ._ .. ...n ._. .._. .. _ +-�- - _ -....._ .... �_ ...r...- .......... .-_..,. .....,-....•..._.�«m.r-T ...ten..r�+.w .-_-.__.._.-.�..+�._.-....�-._._r.�rr_ � _rte r•- _�_ .- .�uww���.......... _� ..�.r.... �r.�.__._r.....�.......��� ... r^ p� 1 2 3 4 5 6 LEGEND 1Fcn ``'-• O N � r. w r lX1; ET- I 6" SOLID SLAB. SEE DETAIL 9/SP.3 c) 'N p N 11 127'-- 3" I 0 mLn l i W 2.` -0" �-�' DECK SPAN a r 25'-0" 22'-0" 30'-0" 22'-0" 'Q SIM, TYP THIS 12 Q 0 12 9 kEYNOTE o COND FOR PNL S8.1 S8.3 2 3 O 0 i s I EMBEDS do WELDS wN GRII)1 INE a `c w r CA j --__ - -- -- N c 'u 0 CA ----- -- -- -- I - --.,-�.. _ _ - PJ PANEL JOINT W Q 4 - - - �Wf2xi4 1 c�-3 4 W10x12 15 a=3� - - - W10x12 11 c-5 4 - W12x14 25 c=3 4 • m 0 0 OSF OUTSIDE FACE v Q u a t: 0 N W14x22 23 c-1/2" _ WI2x19 [19] c-1/2' _ 016x26 '1 ' c-314" W1206 [16] c-1/2' W12X19 23) c-3/4' _' [x] INDICATES NO. OF SPECIFIED SHEAR CONNECTORS 16- (9) o c UNIFORMLY SPACED 40CLCL { ell tog 8 QD W14x22[23] c-1/2" - W12x19 19; c=1 ?= } W16x26 12_1 c-•3/4" _ W12xi616y c-:/2' 3 W16r26 [1C1 c-1/2 0 W8x 10 1 1W8:r10 S8.3 YP KEYNOTES -< • N 1. VLILCRAFT 3VL120 GALVANIZED METAL DECK W/ 2J¢" CONC V I .� W14x22 [23] c-1/2' WI2x19I19] c-1/2' W16x26�12] c-J/4' W12x16 (16] c-1/2 N73X1p 6 u +_._ ____ _ T-_`..�. -- -- --- B TOPPING (TOTAL 51¢" THICKNESS) & WWF 6x6/W1.4xW1.4, I _ //22 - .� FIA T SHEETS ONLY SPAN AS INDICAIED. INSTALL PER 8 8 NMANUFACTURER'S RECOMMENDATIONS , 2. 6" SOLID SLAB. SEE DET 9/S8.3 FOR REINF H W14x22 [241 C=1/2" W14x22 19 -� 4x r1' N �W,204 19 C=3 4' W14x22 11 _ 3. SPS►,NDRFL ELEMENT OF PRECAST PANEL. BELOW. SEE DET I• a, u N Q (j,5 c-1 2 9/:38.3 AND ELEVATIONS .3 N x W`100212 W8x10 W18x.31 22 c=3/4* 4. VUI_CRAFT 1.5820 GALVANIZED METAL_ DECK. CONNECT SAME IW12xf4 19 c-.3 4 W12A'S [22] c-1' AS ROOF, S2.4. SUPPORT ENDS do SIDES PER DET i/S8.3 W14x22 14] c=1/2 _ ao 8 ^ g \ 5. SKYLIGHT PER ARCH P 8 { ' v 00 0-§1-86.3 WAx1p 4 W8x10 4 TYP co 587YF� PERIMETER 6. OMIT SMEAR CONNECTORS PER DET 13/58.3 IN THIS AREA W'12x19 19] c-3/4' I W12x14 18 c-3 4' W12x19 [19] c-3/4' -�_ I W12x19 1a c-1 ?' -- <`� 7. GROUT PANEL SEAT FOR BEARINf; i 2 SB.S 8. SEE ARCH FOR DIMS. EDGE OF BM = EDGE OF ROUGH ITYP W8x10 4 13 SIM EA SIDE 19 OMIT AT OPNGS S8.3 OPENING o W8x10 a w 'i8'3 I YP IN T PNLS W12x19 1193 c-�z4" IN W12x14 [18] c-3/4" W12xt i 18 c�3 4' _ W1209 L9] c-3/4" 7 W ry v� W16x31 18 c-3 4' S8.3 .7; cfv 9 / x W12x1A [19] c=3�4' W12x14 [18] c-3 4' a W14x22 15] c-1" 58.3 W12x1A [18] c-3/4" W12x19 19 c-3 4' I { K to 7o oD - 1b N e lli x TYP /�/ W1204 [9] c-3/4' W1(lxt2 8 c-3 4' W1002 [e] c-3/4" W1204 [9] c-3/4' V _._ _+ I - ... CL SIM, EMRED5 12 SIM J CONNEC Z ING LL- PANELS L PANELS 58.1 IW 4x26 _ Lf 1 TYP AT 1 L BEAMS TO Z W8x9 -- Wf3x31 x ( z PANELS S8.3 - J 4 O i Q 1 W cy- 1{, 7 5 17 SIM, EMBEDS 12 I 58.1 I I I CONNEC TING 58.1 PANELS TYP AT I SPANDREL_ I •1 r 1 2 1 1 < I� DAF: ,® SECOND FLOOR FRAMING PLAN 0/2.8/96 DRAWN BY: RSP/NAS CHECKED BY: ' 1_80 REVISION t3 3 EDITION rL 1 CLOSING DATE! r r MACXFN71F/SAITO A ASS(x'IATF.S,P[: 179%, ALI WMTS RfSERKP TMF'SE DRAWINGS ARE TME PROPERTY OF ENIwo t ASSOUATFS,K(ms 1A),AXNO ARI' ADT TO 8E USED CA REPRO PIICF'P HI AN!MANNE" F"xCFPT WRM T" PRIOR MRITT:N PERMISY S A SHEET 2 * 2 I OF + JOB 140, 295385 fi640 SW RedWend Ln REVISED PERMfF SET 12-16-96 1 664 96-0566 �.._.....-..r_���..._ _ �.� _.._._...-_ _ - 18 of 24 IF THIS NOTICE APPEARS CLEARER THAN THE Ot'T 7 19Qp IMC'UMF.NT.THF DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ` jlJljl11111!I 1{1{1111111{1I Ijljl�llljlll I I!I!Ijllljllij Illjijijl{ijl I !!I{rjllljijl l Illj!jl�l{Il,I I Ijljl!Iji{I!I I illjljllljljl I I!I!i!I!Illj!!I I Ilijl�lllllll I�I�I�i�l�i�ij V' 7 IEK:N MAGE ME.OHlIN� nllnl�llnn!Inllllnllnlhn�!n+Inli!IILLIII�I�IILn n�1!Inl nu!IIII nIIII�II nnllnl!nnllul�ll„{Im mlhnlllnlhn�mn!I1►!I�i�nimm�nlln,l►n(t�n�•- 1�iI+•-+IIIm Imlml lmhm mtlml nldtr�i tlnlnll rnlhln�mlllu unhlll!mlhmilm!111,i1}1 r .4it�u1 a. Li 2 3 4 b LEGEND f-- a N 5 Y _ Q < < > C�.5io OD1 7 8` SOLID SLAB. SFE DETAIL 9/58.3 0 o m 127'- � 3� _ (nM 11- 0 ,0 25'-0' 22'-0" 30'-0" 22'-0" 25'-O" 4 �-' DECK SPAN Q •0 0. KJ t • M Q SA TYP THIS 12 9 KEYNOTE O CONS FOR LDS S8.1 58.3 2 3 0 • � I • EMBEDS k WEIL�`' O GRIDUNE N C 8- t! _OCD U L --------- - -, PJ PANEL JOINT W a o 0 N Wi2x14 12 c-3� W10x12 tr c-3 4 - W10x12 8 c-3 a''r:- W12x14 [9 c-3 4 OA Z o 3 i�p USF OUTS. FACE W .D .. v C W12x19 [23Lc_3!4' E`' W12xi6 [16_1 c=112` c`' W16x26 1 c-3 4" ""•N W12x14 [18 c-3 4" �� W1209 [19] c-3/4" it [x] INDICATES NO. OF SPECIFIED SHEAR CONNECTORS Q t`la m z UNIFORMLY SPACED O I>L H F) U k Cl $ U J , v C3 c0 In M) u N n u� ``' x W1209 9231 c-3/4" 1i W1206 [16] c=1/2" x W16x26 [12] c=3/4" -� W12A14 [18] c-3/4` -x - W16x26 [10] 10 OD ouW8x10 4 19 1, k -- -- * KEYNOTES S8.3 "YP 58.3 YP c`' W12x19 24 C-3�4" WI2x16 i6 c-1/2" W16x26 [12] c-3/4` W12x14 [18] c-3,!4` W8xi0 61 1 2' v 1. WLCRAFT 3VL120 GALVANIZED METAL DECK W/ 2J¢` CONIC E3 TOPPING (TOTAL 5}¢` THICKNESS) do WWF 6x6/W1.4xW1.4, N FLAT SHEETS ONLY. SPAN AS INDICATED. INSTALL PER 8 11 MANUFACTURER'S RECOMMENDATIONS � x (S14N $ O 8. 6 ' fn -" - - r '� N 2. 6" SOLID SLAB. SEE DET 9/SB.3 FOR REINF N W12x19 [20] c=3/4" N W12x19 [tU,4] t.1 12. �+ WI4x22 20 e_1' N 1�V12x19 [19] W �r 10 W14x22 11 c-1 2` 3. SPANDREL ELEMENT OF PRECAS f PANEL BELOW. SEE DET = z g w a oxo TYP 6 x �v 9/58.3 C5 o-o a 58.3 (S983 ou �ii W �n N mW800 W16x31 22 cc3 4' W8x10 4. WLCRAFT 1.5820 GAL-VAN17ED METAL DECK. CONNECT SAME to N k' KW1209 [20] c-3/4" _� W1002 [8] c=1/2" j 8 0x12 [8] c-1/2" W12x16 [22] c-1' -n AS ROOF, S2.4 ,6 2 5. NOT USED W I W800 14 W8x10 I c 0 S8.3 TYT' S8.3 TYP PERIMETER 6. OMiT SHEAR CONNECTORS PER SET 13/S8.3 IN THIS AREA W12x19 [19] c-3/4' T W12x19 [-13]a-1/2'- `x '� x i - W12x19 [13] c-1/2' Z W12x19 [19] c-3/a" �� - - - - - 'C C 7. GROUT PANEL SEAT FOR BEARING V 1 Tip SIM EA SIDE. 13 � � N � 2 8. SEE ARCH FOR DiMS. EDGE OF BM EDGE OF OPENING OMIT AT OPNGS W8x10 4 I x10 TYP TNT PNLS S$.3 � � S8.3 WHx10 14 t n W12x19 [19] c=3/4" W12x14 [18] c-3/4' I W12x14 [18] c-3,[4" M _ W12x19 [19] c-3/4'ELI -N �Y _ r- �' '� W16x31�18] ca3 4' Sb.3 �n N LJ CI � ,y vn J 10 r> x W12x19 [19] ca3/4' ^ x W12x14 [18] c=314` J to W1204 [18] c-3/4' 1x WI2x19 19 c-3 _x • N ' x W14x22 [15] c-1` 3 �' TIM L1 W12x14 [9] c-3/4' W1002 8 c-3/4 W1002 [8] c-3f4" W1204 [9] c-3/4' D J _ 0 CL S8.3 SiM 58.3 z Q 1 2 3 4 5 6 , DATE: (Al19THIRD FLOOR FRAMING PLAN 10/28/96Sn ' - - DRAWN BY: RDP/NAE CHECKED BY: LBO RF VISION f W EDITION CLOSING W. IF �, DATE: i MACxENZIE/'AITO A, ASSM]ATESP,: 1995, AI.L RIGHTS RE5ERM'O THESE DRAWINGS ARE THE PROPERTY GI' MACI(ENZIE(W. 0 6 ASSOCIATES,PC: M S r,)AND AN HOl TO BE MtEj OR REf•f1r• DOT)IN ANY MANNER,DICEP1 WITH 1V!, PRK)R WROTIN PERMISSION or M S A SHEET f• .1 ..) 2 . 3 i I OF JOB NO. b 295385 , 6640SW Redwood I-r, REVISED PERMIT SET 12-16-96 SUP 96-0566 -- 19 o124 IF THIS NOTICE.APPEARS CLEARER THAN THE U('r 7 199P DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11111111111111 1111111111 11 1111111111111 1'1!1!Il1i11111 1 Illlllllllill I IIIIC1111(III I Illlijlll!Ij; Illji!ijl�l!lll I Illllli�illjl 1111!111�1�1!!!I 1 IIIIIIIIIIIII IIIIiIIIIIiILi imm MSD[m cm Inllnllllllhnl milnulnnhnl!nlllmllul!inn nnhln nll!Iln nn!1n1h1n11n1 n!1hnllunlnn nilhm unlnn�nnlnn nnlnmm�lnnin111nlflu11hn1mnlnll nnhnt nnjlnl nnllln lmina�ii 1iPllnii�minu m111m nnhm nnhlmnlillllri,,, ............. �,n w t 1 -.w..onwa...rs+.�.r..w.-.,w...u.w.+.-..o..•.....�.. ...w..wn..........,,...e .�r.+r..w..w..........w....,.......w,:w.w:..+ei wr....++..+.•..«.r�.w..—..++:n.m......a.......�•.+++ �:r.v..-,•ww+.... .w.*.w�.+t—+.+.....�..«...-:........ j U _j [tom ch V) 1 2 3 < 4 > 5 6 LEGEEND cn 0 Q 4J¢' CONCRETE TOPPING ON 1}4" COMPOSITE METAL_ () C oD - _ J DECK (6' TOTAL THICKNESS) WWF 6X6/ W1.4X W1.4 rj [n'v► o �, C]I try - — 127'-3r, � o o 25'-2' 22'-0" 30'-0" 22'-D" 25'-2DECK SPAN u')Id0 01 { T i 0 c + M4 I17 I KEYNOTE o S8.3 1 7 C p0 — - GRIULINE Q 'c (n C dos a) L 1 N _-___ - _ PJ PANEL JOINT W0 N • m IV OSF OUTSIDE FACE W o 3 Y m vi c _o Wf2x19 W1204 W14x22 c-1/2" _ N12x14 W12x19 Q v A _ �, [x] INDICATES N0. OF �(•� NELSON U2L CONNECTORS (0a d M K� b UNIFORML Y SPACED v x x x U 1 0 40 w v� t N M O - W1209 W1204 W14x22 c-1/2" �— W1?x14 - W1209 l O 6 KEYNOTES O --- .. 4 TYP 8 2 I S8 3 Tom' O- - -- - - W12x19 c-1 2' ___._ _ ___ -_ 1 - _ VV12x1fi 1201 c-1:-1/2• ____� W10x12 [8] c-3147--f- W12x19 cs112" - 1. GAL-VANIZED METAL DECK, VULCRAFT 1.5820 (OR EQUAL), V h'9 PUDDLE WELL i (7) PER SUPPORT, 1h" SIDE SEAM WELDS o O 12. O.C., 3 SPAN MINIMUM. SEE SPECS FOR ALTERNATE 1t DECK FASTENING SYSTEM. i 2. GALVANIZED COMPOSITE METAL DECK, WLCRAFT 1.5VL20 W/ W1209 c­jZ2L W1204 [8] c-1" _4 W14x22 [18] c=1-1/2' W1204 [8] a-1' W1209 C-112;CA 4,1j- CONCRETE TOPPING FOR TOTAL 6" THICKNESS 3 SPAN i. co El i (��___ TYP. MINIMUM. WWF 6X6/ W1.0 W1.4 TYP. = Z I o x J J 6 x U3 3. X'11 PUDDLE WELDS O 6' O.C. TYP. AROUND ALL OPENINGS W r. N M iwlx142 [11] c-3/4' W14x22 11 c=1-1 �4' _ W12x14 11 c-3/4" _ AND WALL PANELS. W1209 c-112' :r •i .r Mme— .t r W12x19 c=1 2' a 8 6 Y o y 2 4. WELD DECK TO SUPPORT BEAM PER KEYNOTE 1 IN ADDITION 1 x '` x I x� ' x i SA.3 TO STUDS. CONIC. ETE TOPPING TO OUTSIDE EDGE OF FLANGE W P SIM. S8.3 W16x26 [30] c-1-1/4' - TYP. FOR COMPOSITE !,CTION. 0 • 1 5 HOLD TOP OF Wt' 2' BELOW DECK. <�' - W14x22 x1 W1 6 11 c-3 4 2 W12x16 11 c-3/4' W14x22 C ^ G S8.3 c/ -�` 3 6. SEE ARCH FOR DIMS. EDGE OF BM g EDGE OF OPENING cr W10x12 �ca1' .. i 6 ��� S8.3 1 S I 7'-0 i1r TYP, AT PJ 7. C 6x8.2 O 5'-0' OC PER DET 17/58.3. FOR CURTAIN WALL. 58.3 k PARAPET SEE ARCH W12x19 c-1/2' _ _1Y10x12 Cal c-�/4_ Y=_ _ . Wloxs28 c-3/4" -_ - W12x19 c-1/2' 6 8. W800 UNDER HVAC CURB. VERIFY LOCATION WITH MECH u37 1V16x31 30 c-1" Lu 4 '^ *W,4x22 TYP. W,2093 W1204N W1204 W1209 16 6 x19 2 W10 58.3 TYP. 58.3 I 1 TYP. S8.3 @17 1 7 cy I w I..I` i 1 2 3 <4 5 6 ® ROOF FRAMING PLAN DATE: X2.4 1/8•'=1 -o" �- � DRAWN BY: RDP/NAE CHECKED BY: LBO REVISI ON :n W EDITION Z CLOSING R r $ Z DATE: 4 1 tfs N V MACKENDF/SA1T0 O ASS[.v]ATMr�. \D 1991,, All RI!S/T;RESERVED m 1NE!;E VRAWIKS ARE TW PROPFRTY(k ti MAf,I{[NIIE :+AITO 1,A5i0CUTES. 'IlKfr) INANYN)iWNN(R C1h:fi`T NryTH�1NF N PROYRWRRIEN PERMIS�XM Or MS A SHEET 41 Pv LO S2 , 4 N 1 a C/1 , I li 1 OF h U .JOB NO. � t- rR 295385 6540 SW Ftedwnod I_n REVISED PERMIT SET 12-16-96 (T.BILK,96-055r lfl r --.+- -. ISI IF THIS NOTICE APPEARS CLEARER THAN THF, QC1 7 1998 DOCUMENT,THF.DOCUMENT ISOFMARGINAL QUALITY. MICROFILMED jijlll�lllllll ijlllll�llill I IjIjI�IIIjIj1 ! IjIII Jill jljijl IIIIIIIiIIIII I IIIIrjIjIIIJI I Ijijjljijllijiil I ijljlllll�l�l�l 1 ijljllljijllljljllljllllijij Imm Mato JINN eI ` !!ilunh!Illun!u►Inninuluu!unlmih!uhnl nulnu nn1111nnilllmllllljull lnihminnlnu nu1n11111dnn�u�Ihnllnnlmm�nln�IhnllnutnllNnlmldnn n1dlln mih�n nnlun 1►nllili 1n111n1 nlllun 1n1�nn 11nhm nnlnmm�lll11�1II i .n r: tF. w rs a- Z:3] w co KEYNOTES 0 1. 2 AT OF PANEL V 0) °a 2. (2) X16 AT �_ OF PANEL. EXTEND 2'-0" PAST OPENING 0 �m 3. NOT USED [] M 4. (4) #6 AT OF PANEL 5. (6) 06 AT 1� OF PANEL Q o a- 6. 6. NOT USED m 7. (4) #7 O 6` X EACH FACE 4d c • M Q 8. #4 HORIZ O E' OC W/ 180' HOOK BOTH ENDS O PANEL EDGES. - o 0 u- SEE. DETAIL 13/581. AT SIM STOP REINS AT WINDOW EDGES 0 • ` I • 6 5 4 3 2 1 4 3 9. X14 VERT O 12" OC W/ 180' HOOKS BOTH ENDS O PANEL f.- p,N o 0 EDGES, SEE DETAIL 9/S8.3 c »N 10. (9) ,y6 O 12' OC O � OF PANEL r� , 11, (8) #6 O 12" OC O � OF PANEL (/) C � o _o I 12. (4) #6 O 12" OC O OF PANEL, CENTERED ON BEAM a c d I I 13. (2) #6 EA FACE WITHIN 12' OF PANEL EDGE W • m �N 14. (3) X16 SEE DETAIL 9/S8.3, TYP TOP k BOTTOM N e M ID 15. X14 VERT O 8" OC W/ 180' HOOKS BOTH ENDS O PANEL 3 0 0 Ln EDGES, SIM TO DETAIL 13/SB.1 Lij 16. PLINTH PER DET 5/S8.1 V +N C 0 Q �M o 4 I 4 to 0 C i I SEE PANEL 1, SIM. SEE PANEL 1, SIM. SEE PANEL 3 SEE PANEL 3 2 17 9 GENERAL NOTES O 58.3 14 - SEE PANEL/FOOTING BASE EMBED SCHEDULE ON S2.1 FOR fC FINISH FLOOR _ LOCAlI_ - ON - CHORD REINCONNECTORS QTY. OF REINFORCING QUIRED O ROOF LEVEL ONLY Q � U NOTE: = r SEE PANEL ELEVATIONS - FOR PANEL THICKNESS. FLOOR FINISH I � THICKNESS INCLUDES FACING BRICK INHERE UTILIZED CHORD REINFORCING (REPLACES TYP). SET TOP BAR 12" BELOW I 2 _ GIRDER OR DECK BEARING z j -CHORD SPLICE PER DET 5/S8.3 �FINISH FLOOR CL -- - ---- - -- - f- ---- - - - - I _ 1 P_Ott I �-1'-0" 10-000 11-O~ - X15 O 12` OC EW AT PANEL q, TYP LION 12 I3 l5 16 14 m g #5 AT ALL PANEL EDGES. OMIT IF (2) LAYERS REINF ! EAST ELEVATION EAST ELEVA110N — CENTER CALLED OUT ON ELEV'S PANEL THICKNESS = 8" 1/8"=1'-0` PANEL THICKNESS o 12 _ (� (�- -- (2) #5 EXTEND 2'-0" MIN PAST OPENING, TYP AT z _ OPENINGS (n Q 1 FULL BEARING LEG ON W z PAD OR PLINTH. FOOTING TO PANEL CONN COORD W/ FND PLAN SEE TABLE ON S2.1 J 0 SOLID GROUT (� Q a TYPICAL PANEL INFORMATION w F—SCALE �--- J 1 2 4 5 6 3 4 NO .Q l.a.! I I � 4 4 II III, m .�A�trnle SEE PANEL 3 SEE PANEL 3 SEE PANE!- 3 SFE PANEL 3 i 2 17 B. �" 1 I F-1I I 17 II g I Sa.:� � DATE: FINISH F!_GOR 14 10/28/96 - - - ----- - - - -. ��— - - - - - - DRAWN BY: RDP/NAE i a CHECKED BY: ' v LBO i i I 9 " _ RLVI`iION 14 I10 r z < CLOSIN I F!NlSH ATE. FLOOR - O --- - I g f FINISH FLOOR 1 10 on I .1, 1'-cr 'n � V 11ACNTNIIf/'AITD+ A5SOCIATES,P.f, ti(, 199s, All RIOTS RMRAD fJ` B THESE DRAWINGS ARE THE PROPERTY OE MAf:KFN71(,"A110 R ASSOCATES,PC (M S C] A)AN9 ARE NOT TO RE U9E.D OR REPRO rur pl Irtn IN AW AVNNE R, ERI'EPT WMI THE PRIOR WRITTT.N P(RMISSICM DE MS A WEST ELEVATION 'WEST ELEVATION -- CENTER SKEET ld � T]1 PANEL THICKNESS = 8" 1/8"�1'-()()" PANEL THICKNESS 12' S3 . 1 1 Ih GJ M OF r u IOP NO. 295335 ; REVISED PERMIT SET 12-x16. 96 `Ln n 6640 SW Redwood I n tir nt BLIP 96-0566 21 of 24 IF THIS NOTICE AP!'F.ARS CLEARER THAN THE OLT 7 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED � I�I�I�I�I�I�I I�I�I�III�I�I I I�I�I�III�I�I I I�I�III�I�I�I� I�I�i�i�l�l�l I I�(�jlll�i�l I I�I�i�ill�l�l I I�I�i�lll�l�l I i�l�l�l�l�iji ( I�I�I�I�I�i�l�l 1 i�l�l�l�l�l�l I�I�i�l�l�i�ij _7 IMpI MAOC M dORM IIIIIIII Illilllll IIIII!IIII!IIII+I!!IIII!IINIII!1!III!!1!illll++I!1!I!I!IIIH!I!NII!!i!�!!1!Il+!Iiil!Iii!IIII+!i!f!III!! !Inlr!1liilllllllllll!IIIIiINIIIIlI!III!II!1!II!!11�1t11i1i!!III!I Illlillil III!IIIII IIIIIIIiI IIIIIIIf!111 Il�nilun!nihnlmnlmlilniil!uh+nln!���.:. r v r CC) r--------� CL KEYNOTES a N 1. (2) #6 A T OF PANEL ab � 2. (2) #6 AT OF PANEL. EXTEND 2'-0' PAST OPENING O 0 4 6 tm 3. NOT USED (/) A r7 4. (4) #6 A T OF PANEL w ` p 5. (6) X16 AT Of PANEL O a: [) C B A 6. NOT USED m 7. (4) 17 06- OC EACH FACE ad c « � Q 8. #4 HORIZ • 6" OC W/ ISO- HOOK BOTH ENDS O PANEL EDGES. - w SEE DETAIL 13/58.1. AT SIM STOP REINF AT WINDOW EDGES O • �! 1 • 9. #1 VERT O 12" OC W/ 180' HOOKS BOTH ENDS O PANEL f-- WN o 0 EDGES, SIM TO DETAIL 13/58.1 n r- 10. (9) J5 EA FACE EQ SP o i v, ah 11. (8) #5 EA FACE EQ SP _ 12. (4) #6 O 12' OC O q OF PANEL, CENTERED ON BEAM j a' c O c��l C 13. (2) #5 EA FACE WITHIN 12' OF PANEL EDGE. FOR TIES • m v►c1 t AROUND (4) #6 SEE DETAIL 18/58.1 N L_M 1t 7 2 5 15. /I4 ')ERT O 6 q. F UC W/ 180' HOOKS BOTH ENDS O PANEL PANEL W o u . 16 EDGES, SIM TO DETAIL 13/58.1 Y (A C o _ - C 16. P+-1NTH PER DETAIL 5/S8.1 U d ° C 17. (5) PANEL CONNECTORS SIM TO DETAIL 3/S8.1, ALTERNATE �o 0 I I FACES, EQUALLY SPACED. Q o a 2 SEE PANEL 3 SEE PANEL 2 GENERAL NOTES - SEE PANEL/FOOTING BASE EMBED SCHEDULE ON S2.1 FOR LOCATION Ac # OF CONNECTORS - CHORD REINFORCING REQUIRED O ROUE LEVEI. ONLY II �_ NOTE: 3: Z0 1 SEE PANEL ELEVATIONS " FOR PANEL THICKNESS. C THICKI.ESS INCLUDES FACING - I BRICK WHERE UTILIZED ---CHORD REINFORCING (� I -17 - -CHO 0 I (REPLACES TYP). SET P - TOP BAR 12" BELOW - GIRDER OR DECK BEARING Lu _LJLI II • z Qr- �- CHORD SPLICE PER --------- - 4-0� 1'-0 000 l Q < Df,- 5/58.3 I I �'""---- /15 • 12* OC EW AT [23 21 F,0 11 23 Stf 1 TYP EACH END - PANEL T, TYP UON ca � � G z SOUTH ELEVATIO_ N F'ANF1 THICKNESS = 8` _ SOUTH SHEAR PANEL5 AT ALL PANEL EDGES. 1/8 CALLEDD OIJT PANEL THICKNESS 8" OMIT IJ LAYERS REINF T ON ELE1rS rz (2) IF5 EXTEND 2'-0" MIN W PAST OPENING, TYP AT Z * OPENINGS Z) Q N FULL BEARING LEG ON O n_ Z PAD OR °UNTH. -- FOOTING TO PANEL CONN V) 0 COORD W/ FND PLAN SEE TABLE ON S2.1 SOLID GROUT TYPICAL PANEL INFORMATION 0' �--- LAJ NO SCALE Q a. O � A B D } 4 - I 11 12 11 DAA: SEE PANEL S - I C 10/28/96 I I SEE PANEL 18 OH DRAWN BY: - - --- - -- I I RDP/NAE CHECKED BY: LBOSIM I . ", REVISIrrN 18 20 6 C,kI jj%L EDITION - I - - I ` ' CLOSING. 15 � PANEL THICKNESS PANEL THICKNESS '� �� DATE! 11 5/8 11 5/8" SIM I !J 13 13 --- _ -- -- - - I SEE TYP SEE TYP .r 107 PANEL INFO -PANEL INFO _ -- Ll SIM -_ 4. -.' I 1"S.All MCHRESf--aVED 1F5•f. m _Ld ----- - -� I iHf.;d DRA1nNC,hRE THE. MtOf�R1Y[X SIM 9 I 17 '7 21 17 IM N%Wk`us o uan �Ro- e"w�wrr wanER fx-11 inn+tw ULJ �!'-0" 1'-0" 4' 0"I, Sfl.1 PANEL THICKNESS PANEL THICKNESS 58.1 vasa wamtH rcaH br wf ~_ 8 � = 8" 8. SHEET W i 17 23 22 1 TYP EACH END F2.]7,PANEL THICKNESS - 11 5/8" S3 . 2 'I' 1<1 NORTH EL-EyA:nON �, CANOPY PANELS A PANEL THICKNESS = 8" NORTH SHEAR PANEL _-_�___. _ OF' r PANEL THICKNESS � 8" 1/8 c1'-0" u .IOFB NO. � 0 295385 REVISED PERMIT SET 12-16-9610 m ,640 Sw Redwood i C 13uP 96-0566 22 of 24 1 s IF THIS N01'ICF.APPEARS ULF.ARF.R THAN THF. (I(.T 7 199P DOCUMENT,TNF DWAIMENT IS OF MARGINAL.QIIAI ITV. MICROFILINIED 1'til��l ill Illi ! t► 1 111111 11111j 1.11111 Jill 11111i itIpj1!11111 It�1�11�1!�til 1 ►t�llrl�tllltll Itititi�ltitl i itl�ltllltl�l ltlllii�'illl�l+i ttlti�ttltltl ltitltl�itl�il CICltitthulltlti tultlltilFltthllN 44 llt,'ntutiUntlnll nlllnnIllth1-1111-70,1tlnllnll nnlnnhnlllln nultut ttttllnlbntlntt mI{nninnhulh�nlun111114111ll1nt111111111111"11111 nnlntt mthtl►�ittnitnt t1nl1t11 tntlnti tnI!nn nrinntnllimltl+l i r _.--A OR-_AA - ---CENTERLINE OF FOOTING � -CONCRETE SLAB DIM NSJ I COL BASE PLATE SEE. PLAN FOR SIZE � � A-9"' AA-24", BA-24' TYF•. IN -" � 81,'2 PANE THICKNESS + 1/2' � � _ W10x39 Q 1'x16"x14" 0 -COLUMN BLOCKOUT s r F1:0_ilft` �-- AL NOTE: IF SLAB UNREINFORCED USE T W10t45 1 x16 'x14 1 • 0. • V r---SLAB REINFORCING PROVIDE SHIM/GROUT Q �� Y! Yt■ Y-, --SEE ELEVATIONS FOR N ' • 2d O.C. IN ADDITIONpi-AN, m 1/4 ` - -- (2) /5 AT 4 O.C. - - ■ SEE P:M SPACE BETWEEN PANEL " �' STEEL COLUMN, SEE PLANS EMBED TYPES & LOCATION (n �- Q 1/2"x6'x3" AND FOOTING. PROVIDE WtOx4l� Q 1 x1B"x18 i • a` i'- d LJ U) 00 TO (2)-05 LONGITUVINAL BARS E118E!? 'A' Ilk ' A' A 3/8 FIAT BAR I A ' // -MIN 26'0 PEDESTAL .I ,, • 5ti0WN �-1/8" RADIUS TOOLFD EDC AND FIELD WELD TO EACH r a Q C(0 co ' A OR BA EMBED WITH 1/4' x 6' q • ---BASE Q WITH (4) N-0 WEDGE i� � B XTERiOR SLAB / -- ANCHORS W/ 8" MIN EMBED, ( - N 0 N FILLET WELD COLUMN BEYOND ___-- Ips U CA x d. _. a O N ---- ---- + SEE SCHEDULE FOR SIZE • -'�•- 1----12" THiCK PLINTH 0 n ' -FINISH GRADE 4" MIN. � �` BELOW T.O.S. mI J3-�/� ---._- (2) /6 AT 4" O.C. I WiDE FLANGE COJ.UMN m �� Q �p 0. SLOPE 1/2' . TO SET PANEL GROUT � 5/16 d ( r. - •' .— ____ �_-_ ..--____— L 2'"2"x5 18'x8" CAY - 3 4" SHIM SPACE in II I1! 1 ACE OF WALL EA JS c • M Q / FULL TER EMBEDS WELDED 1 VIN 0 LA— SLAB SEE' PLAN n WITH MON-SHRINK GROUT I� ( • m 4 Z n --_t- x + ° �---/5 AT 12" OC HORIZ O Q I • i A N I �----BLOCKOUT. ,II i� ' � EA FACE OF WAI I �pN p O • z FIN. GRADE L .MBU)ED 'BA' I W � 5/16 2� W 1/4 `* w q --EMBED 'CA' _ _ SEE PLAN FOR THICKNESS FOOTING. SEE FOUNDATION � � � � � CONCRETE FLOOR SLAB I I II ry U f\ AND REINFORCING I I I r PLAN Lt J a' p G N 1n EOR FOOTING SIZE - SEE ----- .Ep p _ _ • pp MCA --- ` EXTEND & STD. HOOK UNDER FOOTING SCHEDULE AND 1 n �``� ►moi 1 'A I /---- 0 11 EAIH�S�- -S� ---FOOTING. SEE PLAN I Iy,J .� 4D C) 1 FOOTING O REINFORCING �SL FOUNDATION PLANS ----- - -----_ • ''� _.____10' HOOK INTO FTC. aC u t/)� .. /5 AT 70P AND BUTTON FOR 'CA' CONDITION - -=f i v FOR SIZE U --COARSE GRANULAR BASE (2) /54' AT 6' GA. `-_ t-F � ry (, +_ p oQ 1/2"x3'x9" lR. I Y) ��� SUBGRADE PREPARATION IF REINFORCJNG SHOWN HOOKED INTO FTG. PER DET. 7/S8.1 Q 0 O --GDMPACTED FII +++��� C� PER GEOTECH ENGR. CHANGE AT PLINTH: KEEP NELSON D2L STRAIGHT, LAP W/ Q p a NOTE: REFAR TO BE ASTM A706 NOTE: FOR QUANTITY & LOCATION OF PANEL BASF & FOOTING �+■�y1 EMBEDS SEE PANEL ELEVATIONS. I B WCTM M, \� I ---REINFORCING SAME QUANTITY OF #7 WHiCH HOOK INTO FOOTING. SERE VO01JNG SCHEDULE M 1 TURN DOWN SLAB EDGE 2 WELD EMBEDSyCONNECTIONS ; 3 _TYPICAL PANEL TO STING � -PEDESTAL SIM TO 10/S8.1 s PLINTH --- - - 3/4"=�'_ 0■ n �, 3'=1'-0' •1 3/4'=1'--0' (REINF NOT SHOWN) N �, NOTE: SEE ELEVATION FOR LOCATION 3/4'-1'-0' se.. a INTERIOR COLUMN BASE REAR 3 3/4' L 1 ELEVATOR PIT 1 0' -(2)-,/7 X 3'-0' A706 HOLD DOWN Ham DOWN uMN, SLAB & / t 0 CONNECTOR CONNECiOF7 PANEL-SEE � s FOOTING _ O 8 GAGE, SEE PANFI PLAN AND �` FOUNDATION PLAN SEE PLAN /-PANEL 23 ELEVATIONS FOR G '�I C #4 DOWELS r r--v O 1'-4' SEE ELEVATION i VERTICAL REINFORCING _ 1'-4' _-- i/4 ELEVATIONS 7 Y (4) SIDES�r--4. I _ C TO LAP IIF MULTIPLE CONNECTOR 7 ' 1/2' • OF ELEV PIT (2)-�'ri ED(,E BARS --- S8. - _. VARlES�SEE PLANS • - I j ---- O IE SET j W BEND AROUND -._._ POCKET ( I 2 T QQ 1'x13'"18" W/ �_-� C) TAT 1`-Oe- - - ! —L5X5XX,1'-•i' (4j 3 4'♦ WE GES ,� l n ' _ ! Mzb OC f j -L5X5X Xl'-4' i ANCHORS E�ED ``' m a oI r` TOP O S8.1 ; tMIN ! -PANEL, SEE ELEV. R 1-1 a CLR •° 2" CLR GRATING NOT �I , o RET. ENDSs SHOWN. SEE 3 fTi I I - , 2 oilW PLAN /4 VERT x a • 1' 6'- - FB *X3X1'-0-------- 0-Ow / 1 �4• t ` OC EA FACE 1'- 0' • --SHIM & (:ROUT SPACE � ` - W P D SQ SET in TYP KEINE. ! —Q )jXBXV-8" yf' TYP. \ ALTERNATE TO NELSON N It 3 CLR U21: ADD TO �' ){- • rr�.. TYPj vs,I. (1} QX5}¢Xt'--6' - SCHEDULED REiNF M WELD BOTH SiDES W/ so 4' ,4FILLETS, USE ().) TiF SETS AT 8' MAX /7 A706 W/ FLARE SPACING BELOW TOP (2) swp Pir 8' 2'-0' 9' �'-r NE-VEL GROOVE WELDS NOTE: IF MULTIPLE CONNECTORS SPECIFIED, �` _ SQUARE (?) Hx '-71 � �- DOTH SIDES 5' MIN. CONTRACTOR MAY UTILIZE SINGLE, CONTINUOUS D_J -(2) -)JNELSON D2L NOTE: FOR BASE C. ANCHOR BOLTS ANGLES & PLATES OF THE SAME OVERALL VARIEStTSEE_PLANS (4) j4x t'- EA O f) OC AT SUMP PIT X 36" W/ STD HOOK V2 � FOOTING, SEE LENGTH FOR SAME STRENGTH_ PIECE CONNECTOR OF AND OTHER INFORMATiUN ..EE DETAIL 9/S8.1 WAY AT SUMP PIT AT 9' GAGE FOUNDATION PLAN PANEL HOLD-DOWN e HOLD-DOWN ELEVATION _ 9 PLAN to PERIMETER COLUMN BASE 6 ELEVATOR PIT SECTION _ _ —— ' 1 112'=1'-0 �., 1 117'-1'-0" S.1 AT COLUMN/WALL 3/4'x1'-0' NOTE: 1) PANEL REQUIRES (5) TYPE BA TO CA' CONNECTIONS L2x2x5/16x0'-4" Q EQUALLY SPACED 8F T WEEN END CONNECTIONS SHOWN, EMBED 'AA' O 3'-0" (� ALTERNATE" FACES. SEE ELEVATIONS & DETAIL 3/S8.1 -£MBED '8A' 0 3'-0' OC EMBED 'A'--\ txt/4x3 II Q �--- IYP •EMKDS /, -----£MBED A (?) � VERT. 2) USE /5 O 1?' � O ELEVATOP PiT B -- _ - - t/4 S8.1 AT AT HOUK C. PANELS 22 Ac 33 SEE V� W TO IS 3741 T�i��- I FLEVATIONS FOR REINFORCING ��IZ REiNF AT PANEL LEG + FB 314'x5"x4'-O"- i • • A. 3" W/ 180' HOOK. CONTINUE I II �-----flLOCK0U1 3/4 x6 x48 1/2x1'-8"r10" C MlCRETC 711_T-UP PANEL CONCRETE TiI -IIP PAST OPENING 2'-6" WHERE 314'4 A36 ROD x 44 � W/ (4) 1/2'4x4' f SEE u.tVATiONS FOR PANED 2x2x)(•x4' O.C. REQUIRED. ROTATE HOOK AS l �. H.W.S., TYP EA BEARING FACE O SIZE AND REINFORCING t NEEDED 70 OBTAIN PROPER _ - i CLEARANCE FOR OPENING EMBED 'B'- ----g)-j3 HOOPS IN TOP 4" :r HEIGHT. SEE PANEI- ELEV ' co I I I I TYP PANEL REINF FOR LOCATION -- -,-- SEE ELEVATION /3 HOOPS 0 6" OC FOR 4'-0' - ED A - - _ ' - ! n 9._ 8• is " ^ '? � - -.. .r - -a--; -• __.... _. � /6 O 24"x 0' I I - -- ----- SEE ARCH .�. I d ENTIRE LENGTH -- PANEL_ �... . • > PLINTH, NOTE 2 I I -- m -- -- - - - - - SEALANT WIT^ - . v _ t� _ - r U FB 3/4'x6'x48' W/ ! MORTAR SAND N -« 2 - EA SIDE I i I C (4)-3/4"11x36' NELSON NOTE. AONMDVRCLRE;N��UT 1 1 2 . O PANEL D21. O EQ SPACING A -_. ANEL REINFORCINr, �---�� TO MATCH • \r 3 7/8' - -'-"�- VCONCRF TF T!I_T- IIP PANEL "'-"• � �J SEE ELEVATIJN., �• -----OOTSiDF FACE OF CONC I " G1 Nit -7 1l2 `r �i5 O 12 VERT, TYP EA FACE � "'�""�"� d I HOLD-DOWN %SEE DET. 7/S8.1 - _ PANEL 2'-0" 2'-0` (1), (2), 7R (3) REQUIRED, • /15 O 6" WITHIN 4'-0" EA END INSTALL CONN O •3'-O' OC CONCRETE SLAB. I - SEE PANEL/FOOTIN0^ BASE \--..-.NUMBER OF REINF BARS I I AND 1 0 MAX FROM TOP EMBEDS TABI E DRAWING S2.1 PER I'LEV. EQUAL SPACING 314"0 x 36' NELSON U2L- I AND BOTTOM OF SPANDREL ALIGN W/ A38 WELD ROD ABOVE ll 12' THICK CONCRETE PLINTH 17,�+(�`�1 ENTIRE PANEL LENGTH f B C1t- i _- -_---.THIN BRICK VENEER NOTE: PROVIDE CONNEC•rI0r1 O 4'--?' O.C. MAX. 1'--0" AROVF I.F., TO #5 O 12' HORiZ-- 1'-0" BELOW ROOF LEDGER NOTES: ZI 1. SEE PANFL ELEV'S FOR REINF CONCRETE FOOTING DATE: 2. SE=E EMBED DETAILS e_ L2x2x5/18x4•- 10/2.8/96 Ti CORNER_ >3 PANEL LEG REINFORCING - • e (a}- _.__—__ ---�- sv BY: >, END TO END I ,2 PANEL CONNECTION A COR -�-- '/�"_,'-�" �, ' '/�" ''-°" CANOPY CORNER CONNECTION W CHECKED BY: sg8.1 3/4"-1' t_e0 • • • • • • REVISION -___--- J EDITION CLOSING 14 PANEL PLINTH Darr 8' ---- SiM TO EMBED 'C' In - W/ R 1/2x5X7 --SLAB, SEE PLAN GROUT ALL AROUND AFTER SETTING FPAME FOR PANEL REINFORCING --(1) 3/4.0 A32.5N O SEE PANEL ELEVATIONS SNUG TIGHT 4 1/8 TURN d d X13 TiES AT 12" OC --- - -- -- -- -- t• y • `• V—)-S MACI0w7Tf,/SAITO A A1995. All MMITIR RNERVED PER PLAN TT41S[ ORATAwrr,ARE THE"ROPFRTY of MACKFNILIATOA ASSUCIATFS,fC Ms ;1 1/2 BE m_u A)AND NRAM7 WI 0MANNFR, FYrEPT WMI Tw A • r " 3 1/2" /lPH)R WRITTFs PIRM,SSNIAI CIF M A y � CD, 4 �/ t%4� • • SHEET —PRECAST VAULT, s, - 1 ;/7." L 3 1/2"3"3/8x0'-6" 1 COVFR & FRAME CLR TYP _ S8 , 1 /3 O 12' TEES -- - OF JOR Nn, _ rT7_ 18 ELEVATOR BRACE 2953135 >a�VAULT EDt�E __. SPANDREL _ _ _ _ _ __ _ - ---- --- _ N.T.S. I NX81 NO S(:ALE I1 11/7"�,' °" ,�., 8e•1 REVISED PERMIT SET 12 1C-96 8840 Ref •mod L n 98.1 <it -_..._.�,.r...,�.�..-._._.... _.� .,......��._�..-..�.-.��..-...._ _—.._.,.-.._...� .� ....._.-__......-....•.....,.. UP S 01240508 .av . IF THIS NOTICE.-PPEARS C1,F.ARFR THAN THE Ol'T 7 1998 DOCUMFNT,THE DOCA)MF.NT IS OF MARGINAL QI1!LiTY. MICROFILMED I�III�Ilillll Illllll�lllli ! IIIIIII�IIIII I'lllllll�lllllli Illllliiilill I lIIITiI�IlIIIII IIIIliIIIIIlI f Illltll�lllll l IIIIill�ll'jl I IIiIIII�Ilillli'I iIIIIIIIlIill Illltll�l�l)ij � 1"M Mat NI JINN IIIIIIIiilllllllil Itttlnlll!!!IIII!!!II'llltilllulllln IUilllll nitllnl I!!tllm nul!tn 1,Itlfill innlnn 1111111111111 11111 nnlnnlun'InliInlihil,nn�1m 111111111 ntllnn nnitt17111111111711 llttn 1luhtn itullnl!nthnt{nnhl�I nnhmhnllnum { e* , er _ E WJF R r --- FIORD STEEL n Q" L3X2X)6XBM DEPTH +3' 6 SPACING sEF rtac al�ws- _ --- DECK SEE PLAN PANELS, SEE -__ W/ (3) -) `0X6` NELSON H4L METAL DECK C� OR SEE PLAN - T ,4• �_-� lv ELEVATIONS cr AT 1 FROM ENDS k EOUAL SEE Hu 4• m (� LA -METAL DECK _ a LOCATION a�D Te: N \ < SPACING SEE PLAN � W o> UO SEE PLAN SU WOFF1�AM11Nfi PLAN -__ 1\ - - + _ gas I !e (r /e -- �� 00 b - rrer U r —_ ___�._�_._ • , . "• �.. . p1DS A t D (2) /6 O 'N V 4 L 3'x3'x3/8' Jtl J - . »..�. Q M 1/4 _ kO L 30018 ---VARIES W/ ROOF SLOPE Q o Q e 3/8"x4'x9' O 4'-0` O.C. • A �1X'�- --- ' • � MAX W/ (2) 5/8"0x4" N.W.S. S.'"E CET 1/"58.3 — - , "• ' - " - L5X5X%XCONT \ '-----GROAT SOLID � C(� c Md t � +• C? Imo. 20/S8.3 1 `'► 20 58.3 SLOPE W/ ROOF ELEVATON `��_ ---f�3/8"x6'xREO'D W/ #5 A706 (� • � 20 p I� / A --- x 3'-0 O 3" OC. SEE 58,3 I RETURN }-W \ W �� ^^� r` Q. T k B 2.92 --- L5X3X)EXCONT W/ Q -C,� ,n \ y�� TABLE AMOUNT r-N Ec= A • :M 1/4+31—w I ` SEE NOTE 1- - _ r" o i II -- -- - -�, BOLTS k SPACINGWs—V2012 )¢"0X4`rNFI.SON HM. Tyd 4' Vy ` Q, NOTE_: CONIC PANEL. SEE ELEV Q II PER 20/.58 3 • 4' 0 OC SE ►x�T 4- NOTE: � PECK NO1 SHOWN m -- S EEL. SEE TABLE FOR AMOUNT • d MN 0 5 A706 REINFORCING STEELLd FOR CLARITY RF BM. SE PLAN - -- �-------CONC PANEL, SEE PLANS N OD I1_-, ___. _-_-_�-_-�-.-_ BEAM PEP. PLAN __ �... AND ELEVATIONS --c-� yyEL-p NOTE: �- z � 3 0 -- CONTRACTOR SHALL PROVIDE Y V V1 N NOTE: 1_5X5 MAY BE HOLED THROUGH - I 4 VERIFICATION OF MATERIALS, E m NOTE L3X3 DECK LEDGER (1/SB.3) STOPS AT BEAM "* FROM 7OP TO WELD X012 • • WEIDING PROCEDURES, AND -� r C) r_ ----L 3'x3`x3/8' 'i AND STEPS BACK 2' ALONG W PANEL FACE �-�N'=- WELDERS PRIOR TO THE o 1/2x12 W/ -- - / WHERE GAP PREVENTS ACCESS FROM SIDE ��� START OF WORK. Q (Dn a EL��VAIIGN 0 - 0 � SOF? EMBED SEE 2/S8.3 (4) 1/2" DIA x 8" NELSON H4L _ B _ _._. 0 9' GAGE (`J s TYPICAL CHORD SPLICE ROOF LEDGER 2 E3EAM AT PANEL 3 BEAM AT PANEL JOINT � 4 DECK OVER PANEL _ _ _ 58.3 1` "�- Q S$3 r 1 1/2' 1'-0' 8$,3 1 1/z`-9'_0" >�� 1 1/2"=1,-0" 1 .� NO SCALE w cr •2• „!01ST PANEL LENGTH - --- -- -;ANEW BEYOND .�f — PANEL POINTS �- FRAMING MEMBER. DESIGN �"0 PUDDLE WELD O 6" OC �r FOR 3k PANEL LOAD O ANY ---Mx8.2x2'-8"xCONTINO0S (BUTT ENDS) --SEE DETAIL 20/S8.3 - - • - - 2 CONSECUTIVE POINTS - - - W/ (3) )¢'x18' NELSON �— FOR TYP. CONN. - •—MeTAL DECK k CONIC FB 1xJ(xCONT BEAM LSx3x1 2 LLV-TYP. D2L O Eq SPACING "z SLAB, SEE PLAN FOR CC STEEL DECK. SEE PLAN I -� - THICKNESS • TYP. VERTICAL REINF. ' - ' 04 O 6" OC STOP -o o ~ti II t -- I ,I L8x4x1/2 8'-0` PAST INSIDE 4e, /"-- -"-`I� 0 12' OC, EXTEND3 I 1 FROM PANE1 TO 3'--0'CENTER BM O- ° ° • I --CONC. 0 3 I. � ,I FACE PANEL �,� 1 PAST WF BEAM w /1 CENTER OiWALL I j SEE ELE VA T IvN I r I. p .I -!_� i Z �,,,I _ FOR REINF. ;o w I �T I - I I '"`� ,/4 208 'L7 o n _ - - - �• ' NTS I o 0 �1 _.._.._.____�__- _�_ 1/2` PLUG WEIR • c� � - * �4- I - - -- EA04 BEARING OR 12 w - - - MAX. TYP 4 3IOFS \ 're 0 1 2•..... 2• 1 _ ~I SHORE DECK PER-- 'o -FLOOR DECK AND FB Jx xCON r W (- - 4'-0" MAX. I - I x SIM TO DETAIL 4• A - ---�1' + MFR RECOMMENDATIONS BM PCR PUN-- ! t 20/ 8.3. W/ �e_-- �� � I-" `-'-----FLOOR BEAM k STUDS (2) SIDE L8X8XX2'-0" 3/te ,t' I o O ` W/(4) 'OX2'-6' NELSON 02L a/Ie V,' -fel/4xJx9 z PER PLANT .. - � cc/� AND (4) *`0X6' NELSON S.3L - 2 3 H" (1 EA SIDE- - ---R 1'x8'xt'-1' W/ O O 3` GAGE ALTERNATE - \ - /4 - FB 3xj4xCONI W/ )6"0x12` ---- - W ( ) / ) W/ D21. V --- CGR1 AIN WALL, NELSON D2L O 12' OC W/ NOTES- FOR SIZE k SPACING (4) 5/8'0x2'-6' D.B.A O - / CLI LAI PER )j"0x43j' NELSON S3L O 1. CONTRACTOR MAY REDUCE TO (MIN) 2'-6' FOR SCE OUT 20/,S8.3 At 4 3/4''xF" NELSON S3L _ ._-.._ - 16' OC. SEE NOTE 2 ERECTION TOLERANCE. USE STEEL SHIMS W/ / ( 1 L6x4x1/? METAL DECK MM SPECS, ADD O - _ U�T1 1�;/q 1 C4x7.25 STEEL i x CONT ALTFRNATE BOLTS (NOTE 2) THRU SHIM k TOP -' 4 I JOIST PANFL L6x4x1/2 - REINF OTOOMULLION #4 NUT TO CLAMP DECK TO SHIM. O- /41 /2 POINT WLiT I I --PANEL PER FLF VATIONS 2. ALTERNATE: REPLACE EMBED W/ DOWEL BAR SUBSTITUTION PER DETAIL 14/S1.1 do .SCREW (N MEMBER ® -L5x3xl/2 -1- I PROPERLY THREADED y"0 BOLT O 8` OC s BEAM CONNECTION _ 7 PLAN e MECHANICAL UNIT SUPPORT I CANTILEVER SLAB 1 1/2"=.--1'--0" W MAX 10,000 Ib UNIT NO .SCALE ' 88,3 a Q)(X4X1'-o`--- J• CENTER ON CHANNEL_ ---3/4`0 HEADED SHEAR CONN. \�• SEE PLAN FOR SPACING #4 •-�12` AROUND - ---------(2) %"0 BOLT W/ APPROPRIATE ' • HW5 THREADS, SEE MANUFACTUPERS (2)--y`0X4)(' EMBED U — 4'--U" i� SPECS. WFDGE ANCHORS 1/4x6'-O' O 24" OC h AT 9" GAGE �-e2O w CENTER REINF OVER BM WHERE DECK04 A T 24 . L 6x4x3/8xO'-•7' 0 5'--0' OC [� RUNS PARRALLf1. W/ BEAM ONLY \ 1/2" ��-- W/ 3` SLOTTED HOLE `-- -PECK k SLAB PER Pt AN - 1 '}v \ /4 CONT. o Q M C6 X P..2 �(t - 1 • F� 3 16 3-12 � COVER LR 1" CCR. i/q q' � I 1 1/2" 1- - 1 1/2" PANEL_ SEE ELEVATIONS I �20 BEAM, SCE—� • - ,3 -. _ _._ - ____ - -- SEESLABP AN E(K- -_""*d� --- --FB X. / ( PLAN `� .� -3/16" BENT � � 3X0'-10' W ?) >�3 DOWF'LL -- - CLOSURE BAR SUBSTITUTION, 04` GAGE l _- - -. CONTRA%TOR TO SHORE - X x SEE 14/.51.'.. TACK WELD DOWEL BAR ~ .� - WHEN L > 16` gqp(, • , , _ SUBSTITUTION TO F.B. , I - 5/8'0 x 8" LC. _ NOTE: J4, BRACE AND 2' MIN. I MIN HEADED STUDS O OO X AT 24' O.C. I o �� STUDS NOT RF 01 IIRFU ---- �' 1/2x5x10----- , , /7' ,� l -HNOTES: IF LESS THAN 5" MIN. W/ (2) 5/8"0x4' / \ 41 , � 4, 2 NOTE: PROVIDE THIS + 1. 7ALL GIRDERS WNE�E BEAMS FF?AME INTO ac DECK. SEF PLAN NWS �.•� 1 �---------------•L 2�X7y�x)i BRACE OR CONNECTION AT 5'-0 MAX SPACING AT ANY ONE SIDE OF GIRDERS ONLY. PERPENDICULAR BEAM 3"7 2. AT INTERIOR GIRDERS WHERE BEAMS FRAMING -- BEAM PET? PLAN ----14 GA CLOSURE STRIP TYP E DECK OPENING GREATER INTO OPPOSITE SIDES OF GIRDER HAVE A V-O' • ^�' PROVIDE BRACE AT - _ -- -- - N,(e ✓ 3 \ -- I " 10'-0" O.C. MAX. ��. �� SEE PLAN _ �`-� THAN 5'-0 ALONG OFFSET OFt MORE. r 1�,� PERIMETER PANELS. B. CONC PANEL SEE ELEV SAME AS ABOVE -�� _ DAT[': 1012819'3 DRAWN [37: r TYPICAL COMPOSITE BEAM N » SECTION AT DECK PAST FLANGE �� x>, SHEAR INTO PANEL % PANE_ L BRACE _ ,� � ONE SIDED SHEAR CONNECTION _ N SWH � CHECKED BY: " 1 1,12"-1'-O" 1 138,3 NO SCALE j - - i 9/2"-1' o" �..� 1 1/2 .1 -0 �w� 1 1/2'•-9�_0 �.a'3 FLANGF_S>-- _ It 3 1/2' TYP LION LBO ! W V •, REVISION WE 3/16 FLAGPOLE BASF. SUBMIT -- ,/? t AT W24 3� _ CLOSING B 'r 3" T2 LION " EDITION - I y DETAIL DRAWING AND k LARGER DATE: -- _.-- 8`0 STD PlPF --- I DESIGN FORCES TO ENGINEER -.�- - ---a -- -•-------- FOR REVIEW PRIOR TO Ti • "t" .,W" - SU13MITT1NG STEEL SHOP 1•! I• 8REAK ANGLE 318 1 �` DRAWINGS I•! • SEE ARCH TI•I I• L 3/4 5/16 TYP FLANGES 1 4 F'l..AN V�1N • • � 3/4 3/A BOLTS PER-- �v ? L l SCHEDULE. METAL DECK /4 - -' HOLD DECK BACK -� 20 A Sg 3 SEE PLAN 7' CCR. x I PER SCHEDULE--) N N TYP WEB} Q ' \►- _3 16 .--CONC PANEL � � V- BM PER PLAN20 0 1 • I -- c t •1 i • 2) - 5/8"0 x 24' NELSON 021 \ � EA • • O 4" GAGE 1 --- 0 MAMENZW/SAA0 a .�ssunArr•..r 20 \ - • ! • - _-__ — — 45 x CONT ADDITIONAL_ TO TYP QlnHTC iv _ - - - - - - 'HCI i`U AR THE PP o Epr•cx _ BOLT & �' SCHEDULE I (•I I• u N.If - ( R •..IX:L1T_., C: M S R • x 1 —(2) L 2x2x% DECK SUPPORTS I•I • A7 tw( Aa ,4 rU of m. t) ort A eo y n(x�;R Iw ANr MwNra, Exri r,m l nlr 4• QEAM+TNI-). OF #-325N 1 1/2 m u,-� `raMicvoN MS • .x 3/16 - ~• -(2) - 5/8'0 x 5` NELSON H4L I \ I WELDED TO R1 & WIDOWS EA 1•! !M " '14EET • C6x8.2 • • O 4" GAGE `� }- SIDE OF FLAGPOLE 1.1 1• Wfo, W8 (2) 3/4"0 3/8- K 1_01 • W12. W14, C12 (3) 3/400 3/8" -) � --- DECK LEDGER ANGLE NOT ��'ujx8x12 � � -- V -- 10202 1 - �" _ _ -"=_ - - — W18, W1 a (4) 314-0 6 _T ---- -- SHOWN. SEF_ DET 1/S8.3 R THIS " REPLACES �--_-- - - THOSE SHOWN - -PANEL. 6 do 14 W/ EDGE 1 I 9/?" - -- 1_91M WZ1 ('S) 3/4'I 319" REINF, SEE ELEVATIONS 'fit' \ PER PLAN W24 (8) 7/800 1A' S8 . 3 NOTE: -CURTAIN WAU_ SEE ARCH AND `-- wEE1 STIFFENER - - WHEN "X" IS GRFATER THAN DET 9/S8.3 FOR CONN TO MIZ7, tM30 _ (7) 1-0 _ _-- 6" USE FULL DEPTH SHEAR (� • TAB AT DEEPER BEAM. FRAMING RFT �' ENDS��-- -COL PER PLAN W33 �) 1'� 1/2' OF - - Jw VARIES 3'-0" MAX. ►' FI9 3x)4x9" _ _ ._.._. _ - -�_" S ALAN 62_o` TYPICAL BOLTED CONNECTION _ hT1 Nt). SHEAR CONN. AT INTERIOR G;IRDER n ROOF AT CURTAIN WALL � ,e FLAG POLE BRACE � - NON MOMENT CONNECTION '" � 295385 i X83 11/7"-1' 883 8A.3 11/2' 1'-Q' >�3 '" °" W _ _ _�.. »SET 12-16-96 _ - REVISED PERMIT �4( SW Redwooa Ln BLIP 96-0566 24 of 24 ..,r..„c„„ .._......... ,._.._.......»,_...�...._..-,......,......,,....w......,.,,«..,..w._N..w,..K.,..,......_.«_._,.._.:�.._...."..«...",.......,...»�_...._...,.,;..,............�r....«.»�...:,.:..-.,.►_..�..w.«.,,..w.........:..h,..,..~....;.,...:......w..,w..».»...„.....w...,...,w.,....»,.....,.._._ .i�-.—_...--... _ +' IF THIS NOTIC'F APPEARS CLEARM,R THAN THF. 0GT_ 7199S Do CIIMFNT,'PHF.IN)CIIMF.NT IS OF MARGINAL QIIALITY. 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