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12550 SW MAIN STREET ry W s> Avl 2rg0 o00 CA 0 it NN - ZOO ginnF . O w 'x' - ARD �I� w< OREGON DOLAN & CO., L.L.C. OWNER 1919 N .W. 19TH AVE. PORTLAND, OR 97209- 1735 z TELEPHONE: 503-225-9009 FAX: 503- 221 — 1962 j GRIGSBYCONSTRUC� IGNCONTRACTOR -- 8114 S.W. NIMBUS BEAVERTON , OR 97008 m TELEPHONE: 503-641 -7343 FAX: 503—. 643--7916 >111111111m COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE, P.C. ARCHITECT 0 520 SW MACADAM AVE. , SUITE 420 m PORTLAND, OREGON 97219 TELEPHONE: 503-226- 1285 FAX: 503-226- 1670 r W W CIDA, INC. ENGINEER �- 5200 SW MACADAM AVE., SUITE 420 PORTLAND, OREGON 97219 Z Z TELEPHONE: 503-226- 1285 Q O FAX: 503- 2'-6- 161/ 0 C W LEGAL DESCRIPTIONLi Cr ----, o NAD I I I lAx LOT 700 V) z w TAX MAP 2' Ar Y t #I^ ,.a O / Co I I ZONING CODE INFORMATION , Z , . .r � `, a a � ,— 3 I Our} t a� ;: G: c ` W v 1 i Za I v, to Z N a z a n Ln �I �' C' ! PLANNING DISTRICT: COD (CLNTRAL BUSINESS DISTRICT) » Q CL V_ t"— W -. S : a. :� f�I F= (JI d -' Z a II z w; _j aOwwN4 f � ZI � •� z �l — t— I: `� l� 'O!G O c7 w ►..f a or w � QI LLL ►- `ail Scuj LJ O j w S __�I Iy I�.I CIL zCf: U Z tl w w :Z r. I '1�.l• ,!; _ I W I I #... `Ir+EWNED rf3rl LW ( W S ,I wI V �K < 4USIIx2 tr_ I7C7zz O , GO N W (AWlwm311W WW i ( I BUILDING CODE INF RMATI N �- s !� O O O >It �l A)) cJ— J �,, c� oo - �� ov LLJ = T Q - J (I, r1 r'7 •t arr co r__. (Xi � - �v rn d' in UD r- ap ` � C� .r d Q d d d Q d dId Q In to fn to N N N rn • c cBASE() U I I tATF OF ORECON 19.x0 EDITION "STRUCTURAL SPECIALITY CODE", r. LY UN UNIFOkM BUILDING L.UDE (UB(,) 1988 EDITION I _ SEISMiC ZONE: 2B (1990 CLASSIFICATION) i� I 02 09 9e 81.(k,F'Mt _ • • • • 0101, t • • • • 91 1 • • • • • • • PHASE ( — A-130Y BUILDING• rn` i 2 3/06/9e t11..IN�l�rr_.- _._ .. �+„� ' Vii'� ' all 3 X77 98 %ITL GOMMENIS • • • • • • • •'• • • • • • i � i • • • • OCCUPANCY CLASSIFICATION: B_2 (RETAIL BULKY MERCHANDISE) OF 4 f4$UE? UMTfIw CONSTRUCTION TYPE: 111—N _ '" '» DG. PMT:: 0?_/09/98 BASIC ALLOWABLE AREA (PER TABLE 5--C). 12,000 SF ,PERMIT . 03/05/98 INCREASED ALLGWABLL AREA 506,A.1; SEPARATION TWO SIDES = 18,000 SF _ _ _._ - ( ) mor.� —CITY coM.:u3/2�;9a PROPOSED AREA: 17,000 SF, 1 ST FLOOR 1 213 St MUNINE � VICINITY MAP t� 7,?_13 SF T)TAL, T1 NO SCALE ' f h— ALLOWABLE HEIGHT 2 STORIES. '.,5 "+ CITY OF TtGARgY .......'..... PROPOSED HEIGHT: 33' " Approved................................. ' i- 11 Conditionally Approved . 1: For only the w PCIMM1T N,0 llTv�f'.' .. . U� -"----- �. DRAWING 1ITLE: t t' / . ._...........•... ...... .......t 1: TmE SHEET JobA,;';n.�n: -t- 4 -� By: - -- `" — ILt1...... .._-..�--�-- _. n t; %7 12550 S.W. ,'villin Street B01'98-0069 98.00(19 I of 21 JOR NO 97 15.00 -/M':v prv'�':M:1:. i`.,: 4. „�� l.S^' • `bnY' . ....Y Of x. t ...,., Y`>' N,,t r,H' .. d�F ..?t,. k. ,. t9.�rSM,'k�#',.:, rcaw7•R. 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MAIN `-;TR E11 N d W N 57*04 28 E 473.88' f vi - 4u./5too, 26.63' 50' B' 120' N Sp' % < N 30' 4 1 n -1 MO 30' 3U' SU' O TELEPHONE - 00 i. N ry EASEMENT NN 5704'28 E -*• _ _ ._ I - - - - _ - - ---- - U)g n n 61H OF � .� --- « �' • �� .. t N J xpGR3t47 ` ' 0111 SIGN BY A r/A r* • _� OWNER :i. ' • . -J 200 ` WOODEN BENCH TO - 91 BE RELOCATED f� E�1 t - _�1 1 s ,- l A!I_ I U 1 I._ DING �t v 1 l i K , r [ 00H a23 t- ,, ! FF -- - 1 .a.� AC� I t 12 ! r �, oe ,�� A - BOY BUILDING 1��3 Kt •1 ,�, U • + 1 PHASE 1 : , ( ' ! 27 �, si . . ._ 169995 SF f: *, ' 6 FF- 152.50op _ _ 2 , i 1 j 8� 6' 15 C17� 9' 8' 9' 9' 1 Oy 4 AW c . - 1 4OD 33' R73- 24' _ o --•- CO -3' / I 0 30 D.4 12 cv, u rx, N 49.26 „�. ® v, a a w t� int W -' N - a` u; N N a 1 vl U Ld 12 CO 1 v ci. � `A '--rl 01 1 cn U1 �r l� `- BICYCLE PATH L.L Io w ! 3 I EASEMENT i �' 13 ' - OF ,,i t F_ ,y ti ' ' yy 1-I Z C2 2 GREENWAY741. EASEMENT _ - �2J " Li\_� - 23 o W LjA N t1CO �L i 28 S 6 " 12 0 10' 1 11 3'54 _� W33� , �y " I 1 I t `, 12 C n I Ln 7SPACES 0 91 NORTH SITE FLAN - - � _ -- -._. 5�. -� ,. . tom:: DLF 9CAL.E T - 2d ____ -•- -_. CHECKED BY: KJK 0 PROFF _ 1 15M i '`. o DESCRPTION OF PHASING KEYNOTES LEGEND �-qRt KORoG� 1 EXTRUDE:[) CONCRETE CURB. SEE DETAII. 1/SD5. 10. CONSTRUCT WHEELCHAIR RAMP. SEE DETAIL 7/SD5. 21 PROTECT EXISTING CATCH BASIN. REFER TO PUBLIC THESE CONSTRUCTION DRAWINGS ARE FOR PHASE ONE AND PHASE TWO WORK IMPROVEMENTS b HC HANDICAP PARKING STALL C COMPACT PARKING STALL EXPIRES: E3 30 99 PIAN. E PERMITS FOR EACH BUILDING WILL BE OBTAINED. ISSUED DATE SEPERAT 2 GENERAL LIMIT OF PHASE ONE WORK. 11 BICYCLE PARKING - CONCRETE PAD WITH CYCl.00PS RACK MANHOLE � LIGHT POLE SPACES (TOTAL REQUIRED FOR PHASE ONE AND TWO) 22. TWO-HEAD LIGHT FIXTURE ON 25' POLE (PHASE ONE) s PERMIT SET: PHASE ONE CONSISTS Of- DEMOLISHING THE WEST WING OF THE EXISTING BUIL DING, 3. CONSIRUCT CITY OF TIGARD COMMERCIAL DRIVEWAY SAWCIII MINIMUM OF 2' FROM SEE DETAIL 8/SD6. FIRE HYDRANT E`� 2/9/98 BACKFLOW PREVENTFR CONSTRUCTION OF THE WESTERN BUILDING, SITE UTILITIES, GRADING, PAVING, AND A LACE OF CURB. REPLACE ASPHALT AND BASE ROCK TO MATCH EXISTING SECTION. 23. ONE-HEAD LIGHT FIXTURE ON 25' POLE (PHASE TWO) 3/3/98 � PARKING LOT IN THE SOUTHEAST PORTION OF THE SITE, ADJACENT TO BURNHAM ROAD. SEE DETAIL. 4/SD5 FOR COMMERCIAL DRIVEWAY AND 3/SD5 FOR PAVEMENT DIG OUT 12. AUTOMOBILE PAVING AREA. SEE SPECIFICATIONS FOR SECTION. CATCH BASIN REVISED: 3/9/98 AND REPAIR. REFER TO PURIIC IMPROVEMENTS PIAN. 24. TRUCK PAVING AREA. SEE SPECIFICATIONS FOR SECTION. n REVISED: 3/25/98 ( PHASE TWO CONSISTS OF DFM01_ISHING THE REMAINDER OF THE EXISTING BUILDING, 13. EXISTING LIGHT POLE TO BE RLMOVED. CO,o, CLEAN OUT CONSTRUCTION OF THE EASTERN BUILDING, AND COMPLETION OF THE SITE UTILITIES, 4 EXISTING BUILDING TO BE DEMOLISHED DURING PHASE ONE WORK. 25. LOADING AREA WITH SIGN. SEE DETAIL 8/SD5. ,i GRADING, AND PAVING OF THE PARKING AREA. 14 EXISTING CONCRETE 1E PAD TO BE REMOVED. V DRIVE--IN DOOR 5. EXISTING HORDING TO BE DEMOLISHED DURING PHASE TWO WORK. 26. INSTALL 04' TREE WE'LL.. SEE: DETAIL T/SD6 AL NOTES 15. EXISTING FENCE TO BE REMOVED. 0'O DOWNSPOUT 6. CONSTRUCT CURB AND SIDEWALK. SEE DETAIL_ 2/SD5. ;7 E'EDESTRIAN CROSSWALK. DRAWING rin r s 16. EXISTING SIGN TO BE REMOVED. EE5i WATER METER SITE PLAN ul CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS 7. REMOVE: EXISTING DRIVEWAY. SAW CUT MINIMUM OF 2' FROM FACE OF CURB. 28. 10' X 10' TRASH ENCLOSURE. SEE DETAIL 11/SD5. 3 i SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF CONSTRUCT STANDARD CITY OF TIGARD CURB AND SIDEWALK WI1H STREET TREE WEII_S. 17 EXISTING GAS METER TO BE RELOCATED. SEE UTILITY PIAN, SHEET SUM. ii TREE WELL , w CONSTRUCTION NOTIFY ENGINEER OF ANY DISCREPANCIFS SEE DETAIL 3/SD5 FOR PAVEMENT DIG OUT AND REPAIR, 1/SD6 FOR TREE WELL. 2.9. INSTALL BOLLARD. SEE DETAIL 9/SD5. u= AND 1/SD6 FOR CURB AND SIDEWAI K. RLFI R TO PUBLIC IMPROVEMENTS PLAN. 18. HANDICAP RAMP 10 BE INSTALLED DURING PHASE TWO. EXISTING BUILDING TO BE DEMOLISHED TYPICAL_ CURB RADIUS - 4' UNLESS NOTED OTHERWISE. 30, INSTALL WHFFLSTOP. SEE DETAIL 10/SD5. DURING PHASE TWO 8. HANDICAP PARKING STALL WITH SIGN. SEE DETAIL 5/SD5. 19. EXISTING FIRE HYDRANT ASSEMBLY TO HE RELOCATED TO WITHIN PROPOSED EXISTING CONDITIONS BASED ON SURVEY BY WEDDLE & ASSOCIATES PUBLIC SIDEWALK EASEMENT. BOLLARDS TO BE REMOVED. REFER TO r TRUCK PAVING AREA. DATED FEBRUARY 5, 1998. 9. DFMOLISH WEST WING OF EXISTING BUILDING. TLRMINATF EXISTING UTILITIES IN PUBLIC IMPROVEMENTS PLAN. ' CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. RELOCATE GAS METER TO MAIN or -- ;` 12550 S.W. Main Street BUILDING. COORDINATE WITH NORTHWEST NATURAl GAS. 20. EXISTING WATER METER TO BE REMOVED DURING PHASE TWO, Jori NO t� 11 15 w _�......BLIP 98-0069 --- - - - Page 2 of 21 ..+...+-f.1A.wR.. ovnru'i6•r-.w+ew-cvrrLirl ts.MY•n/..rn+•wur.ln•+ .•r-•,..wn..wq.a..w.r•.hvswMwHuuww•.G+VJrr«wnn+.Y.^'^'°r................ ......«._...u_,_..._._..-. .... - - _ _ _ _ _ ,ryna ..__,.._........., •.....,+._r+.Y.,..-.-_....r...-'..re.[-.•f1,n.'!M'S•_i ... ...,...... .....yY'. •A N•_•MY4E'.�,�af'.^i.. .. ... .. 'l; -. .. .... ... 1f this notice appears clearer 111;111 the JUN 0 2 2000 docs meat, the document is of n1;lr�611;11 (imilih. 1111crt111111 ed , : !II Illjiji !; I !I ; j1 { Ijl �l i 11!1111 II!�I I III�! �! !1 !1111 ! ! I i� itliilil ±I± ! !i I ! i I Iii!; ! t li 1 i1i I i'i i ± i l i i ! I!II± I iIl I I 1 ! 11 1!11 t I I ! I(± i 1111 INCH �lMADE INICHINA i I f I I I I I j 11 I °. r _�_ ._ I� . -_ w _ y. II III ILII! mm,,i I III, , 1 IliiI'll)i,,, ii 111111' I li ' i.! "1"" I .. L, ., . 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PANLL 0 z 00 :A.A)j AA 110 0 0 2: ; x ., .I A_� � b �, Be (� 7 c> ROUGH IN UNDERSLHB WASTELINE FOR FLOOR of I ------- DRAIN, T1:)ILEI AND I-AV / ui FOR FUTURE TOILET ROOM -,� SERVICE SINK J r GG N PJ_ _, . SHOW —M 1� - I F.F.. 1 .50' \ —02 I I i _... TYP o 6 t t w N i 8 GG> 8 0 I O I 7,72� 1 1 1 1CORRlj 0I U w 03� 1,104 N I w UF- N DF 1 oa] 6 1 I 1 (OMEN i N ' \ t000> _ _ _ _ _ _ � `�`i � �f:', r� DS � I 1 -- -- —Or — - i i F.O. 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[ib� RO(AA Ni1MFiEQ 9rol�oo FLOOR PLAN 1 TILT--UP CUN�'ftETF PANEL-SEE STR IssuEU DATE S� IN DOORS OR GLAZING L AT D WITHIN A 4" A T C; 101A DOOR NUMBER �.Q 1 8" = V-0- SUBJECT USED OC E 2 RC OF HF NEAREST VERTICAL EDGE OF A DOOR OR IN AREA. / SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LO("ATIONS '-HALL BE TEMPERED OR OF AN APPRUVLD `.SAFETY GLAZING 101 RELITE NUMBER LDG PMT. 02/09/98 A r- MATERIAL � �`1� ?.x4 WOOD STUDS A7 16" O.C. Zi PERMIT: 03/06/98 N rt; LICHT AND VFNTIIATION NOT INDICAMP ON THFSF PLANS SHALL. BF PROVIDED AS PFP SECTION 705 OF THF 1988 UETC WINDOW NOMBER " � CITY COM. 03/27/98 � `--- � 2x6 WOOD STUDS AT 15 O.C. 4 POOFING MATF,RIAL INDICATED ON PLANS SHALL. MEET OR EXCEED THE REQUIREMENTS OF CHAPTER 12, 1988 UBC. �I DO,00-- SPOT ELEVATION f / 2x8 WOOD STUDS AT 16" O.C. PROVIDE 'IGN c)TATING "DOOR r HAt_L REMAIN UNLOCKED DURING BUSINESS HOURS" PER SECTION 3.304(x) UBC ON ALL LOCKING c, EN FRANCE DOORS--COORDINATE WITH DOOR SCHEDULE HEI+-- HOSE BIB �� ..t PROVIDL EXIT ILLUMINATION PER SECTION 3312 OF THE 1988 UBC, F� 0 FLUOR DRAIN 5 LINE OF CANOPY ABOVE 4 CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REUIJIRED INSPECTIONS. - TRENCH DRAIN 0__/ 3 5/8" METAL STUDS 0 24" O.0 - 'i W/ R- 13 BATT INSULATION � CRAWING TI7LF_. DRINKING FOUNTAIN-1, MIN-ADA ACCESSIBLE FLOOR PLAN ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. [� E EXIT SIGN G PIPE BOLLARD-SEE CIVIL ' + cv L EXIT LIGHT T.S. COLOMN-SEE STIR K� UDS DOWNSPOUT .. - NEW WALT_ Al * 0 X3 LVI SCUPPER AND DOWNSPOUT l?5.50 S.W'. 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D ) E (LF,) G H r f ,.,� 1... 1 LEGEND KEYNOTES .• t R� NUMBERoo. _ NEPZZANNE FLOUR PLAN ROOM 1Q1A UOOP NUMBER 01 TILT-UP CONCRETE PANEL-SEE STR �.1 1/8 = 1' 0" Jw ` RELITE NUMBER ISSUED DATE B DG PMT.: 02/09/98 10000' � � 2x4 WOOD STUDS AT 16" O.C. -- � a LEVAIION 1 PERMIT: 03/06/98 CITY COM.:03 27 98 iv � �� 2x6 WOOD STUDS AT 16" O.C. 2 / / i HB 4-- HOSr. BIB �- FO 0 FLOOR DRAIN C4) 2x8 WOOD rJUDS AT 16" O C. C TRENCH DRAIN ' ® OF DRINKING FOUNTAIN- 1, MIN.,ADA ACCESSIBLE �I `' LINE OF CANOPY BELOW E EXIT SIGN L EXIT LIGHT �� 3 5/8" METAL STUDS O 24" O.0 DRAWING TITLIE ODS DOWNSPOUT W/ R-13 BATT INSULATION MEZZANINE FLOOR PLAN -- NEW WALI. O PIPE BOLLARD--SEE CIVIL SCUPPER ANS DOWNSPOUT 1 � C8� T S COLUMN-SEE STIR. A 1ri i �yU S.W, Main `'beet 1 1 111 1'9A-0069 L Il,ige 4 1,1' 21 .108 No- 97125.00 - _ CEJ a• S " :: ,_.. ..1.:. �"'?�'�"�., ,. " "h1,*✓IMM.,.,"y'.:4T`MNr�..y�r%r,1• ^p"'r';4t''m?�''°uPliforni�z>, �. ...•,p�ngMi„n.-... ., ... 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PAINT SCHEDULE — — t 1 I — _� ►h ( � 7 r•, - Y N __ cv �' NUMBER COLOR NAME PRODUCT NUMBER 1 OYSTER MILLER CU STOM 2 DOVER�CHARCOAL MiLI ERR 7 4�} � I � 4 __ - ----- ------- z 0 0 IL r F-114. Fi.R. f -16� ...,IJ I� WEST ELEVATION (MAIN STREET) z SOUTHWEST / NORTHWEST CORNER ELEVATION D �►� ) C F 3.0 �3.0 i —114 12 I - AmPOY ______ _ -- A2.0 3 o w --. ioyw ^ r I V aiI Gr+O �— ' � Wi � I j f` O - ---_ Lj IV FlR,- - LL . O tU g 5 g ol!5 Z � 94 (n o ci s Lo NORTH ELEVATION m N i N �Lm r- �- /'� •''� KEYNOTES =� TILT-UP CONCRETE PANEL-PAINTED (P- 1) t:HECK �� TAR � r 1 CHECKED �: �. w ' f PANEL ,JOINT-SEE 10/A7.0 I I I T.O.P. C2. -- <� kEVE AL-SEE 9/A7.0 t~y� 3) 14 .. COLUMN(�4 ; T.U.F. .. .. 5 F-{M DOnk� Ff�AMF 12 1 ALUMINUM STOREFRONT SYSTEM 13 �13 2 1 1 ;., ,. 7 ALUMINUM WINDOW SYSTEM Isscl�cY l DATE 02/09/98 03/06/98 ICNAGE BY OWNER ,_� I • . • . I �-� CITY COM..03/27/98 BOLLARD-SEE CIVIL �,� I 1p OVERHEAD DUUk C; 4'-0% r 4,`� CANOPY-(hOLOR: TAHOE BLUE) �, , • .. • ; • . •• . , - � � (:URNICE--SEE fP '! -- TITLE. ITLE. EXTERIOR ELEVATK)NS FIN. FLR. t 13) METAL SCUPPER WITH DOWNSPOUT--SEE 8,'A7.0 �` __.. _ .._..._... ,,..-.",.,,. -•- - --.._.f - _ _ _—_--__ -_ � � - a 14 LINE OF ROOF BEYONDIn � • . ' C� 15 KNOX BOX MOUNTED 10' ABOVE FINISHED GRADE A 2 ,o 0�t EAST ELEVATV --��-,—„--...� Y. ,.v a a.) ENLARGED ELEVAT10 ,, 1 g STREET ADDRESS l OF 13UP 98.11(16 r, Page 5 Of 21 If (his n►►lice appears clearer than the JUN 0 2 2000 „ doctimenl, the document Is of Irt:u•�;utal tlualil�. 1111crollilllcd ;1 ; 1 ( 11 � ...�� III ,=� I i ► I Ill Yi I ( , I I l I ; mai I �Y ` ,I i �i�. I� I f ! 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SCUPPER WITH DOWNSPOUT-SEF A/A? 0NUMBER CO OVER CHARCOAL MMILLER�70 M--- , 4 LINE OF ROOF BEYOND 14 BUILDING PLAQUE Lay OWNER NOT USED '(!` i;,.-Y ,�, �° �• C-6) ALUMINUM STOREFRONT SYSTEM g' 07 ALUMINUM WINDOW SYSTEM ISSUM DA'r r L DG,PMT 02/09/98 O SIGNAGE BY OWNER /1 PERMIT 03/06/98 ' h L C BOLLARD-SEE CIVIL 2 /CITY COM.:03/2 7/98 L g� 1O NOT U!-�Ff) ran IJ i h �I i4 DIRAWING TITLE: f.}'TERIAR ELEVATIONS AJ z CL I IIIFFFF rq JOR Il .00 r� I"550 S.W. Maio Street 13(11'9$-0069 Page 6 of 21 If Ifli� notice ❑1►I►I ars clearer th:ul Ill/ JUN 0 2 200 ducumenl, the documellf is of 111,11-gill-11 quality. 1111cro Illi cd I : �' ! I 1TT1�iTi �IIIi,�IIII�cI MII L1 lII,I�l�I,�i,,�t t�il•�I,�II�I�i.�l,l,l, !ILIIIr•!t.lr ljir'rl,rn.�.ii.:.�l,1l,i�ll,�n.�,,ji,I�llilir ll.I,Illl.ii.„.l,lil,ir�nr:l,li II INCH MADEINCHI ,.l.I..I .I�— Til � ,. .. ir„rll. ,�,ln1 —nrI, i►IiIlI ij,l,liIn„ILIIfIjIIhi1 g{ ,...I .I ,I.iil ►1 i rl, , 4 r„ ,,,,, ,,, ,r I I C r GON IL L 11 3 W 1 4.0 I ` � on 10, BUR OVER PLYWOOD OPEN—WEB }�-TEEL CONCRETE PANEL `-- OPEN—WEB p w N m "HEATHINC OVER JOI$T—GIRD Est.i'OND / STEEL JOISTS 1, WOOD SUB—PURLINS BEYOND `` �` G N n -NN - - - i x a _.�T. ;,•r--- _ _...ter -. ` \ � if) � 09 • 'tJylsµ': : '^z^:nsc"'w" -. o,i:'..:A. wt � .,..�-ati.:•o �.. ._. "::..pa.:_. .:::.':... -x..a>m:...c.+'=, 1 .f.:r=i,� ::..: _ � — 1 .I i � � � -..-,n.l� � I tia-sc„ir-.-� I'-rn, :pc.,ax �,,;.,- � i� 11 1�,. _. JI q�Rr,-, _ t-earz...1 _ , Tae x..-� ��--:-•-4--�� rs- , f VERTICAL LIFT i ao i I I OVERHEAD UOOR I I o h k TRACK ALUMINUM -- ALUMINUM \ - STEEL COLUMNS ' I STOREFRONT CLERESTORY �'rSTEM WINDOWS ) qCONCRETE SLAB r HM DOORS -- �' ON GRADE ' � & FRAMES 1nyp, Ypsu � --L.-':r. ''.{11�i^Y tk. :. :' _. S” -..; N. .. i. .�`` I� � ��y�„.z.:_. Il�•a.!'.�P.� • r_ .-. " T ':. it 5.,+,:_-T!i'.... --�. .,s, .R"+RyJCa'.Wt':1_v�. s.7i:�F -:il��,,��• ---,,,fffllllrrr" I I 111 1 r LN1 - C . C---- �� SECTION 3 r2 S.00 . I R_ 19 INSULATION W I — OPEN—W['6 I —— BUR OVER PLYWOOD ( A4 I VAPOR BARRIER 0 STEEL JOISTS SHEATHING OVER 4 41 -- INTERIOR SIDE WOOD SUB-PURLINS SLOPE: 1/4" PER I'-U" W OPEN—1NE8 STEEL JOISTS I I W J , 1 ► II i1 I- �..4.'.. .. 'xrr.y::J..IMI � ►�M.'.V:f:S:A1•+Y 4 14..ra.s.6.� `Y!- ':.� � -�� ucm I r STEEL COLUMNS I Z Z - I k SLAB w m-.a. "a�ac -,°».�Rsti1R�-�ex .-..._. :�n� 4. _ -. _. ._ ._ H }�__._ -- 0: Li x a , t 0 V) U Z ALUMINUM STOREFRONT 4< SYSTEM '� O m N � r I 2 SECTION 3 = L w CNCL ' 4 DRAWN eY: TAR/LeArt�,31 .0 �� 4.0 CHECKED Blr- LW I �-- R--19 INSULATION W/ I -- BUR OVER PLYWOOD I ' ' VAPOR BARRIER 0 SHEATHING OVER •�� 1 -2_ INTERIOR SIDE WOOD SUB—PURLINS 4.0, 1/4" PER 1 '---0" . . .. . . .._.. -�_ __ .. .. . • 111 CONCRETE F BEYOND 1 OPEN-•-WEB STEEL. JOISTS F ' Issuco DATE DG PMT.. 02/09/98 PRE—ENGINE CANOPY SYS I PERMIT: 03/06/98 LADDER W/ CAGE I I 2 CITY COM :03/27/98 i TO ROOF HATCH °; U GYP. 13D, ON WOOD "'--- STEEL COLUMNS t F RAMING I n II (AgNNf I � I 11 i I II I DRAWING TITLE: MIN. (A.R. I cel 1 9UIl,y1N�i SEC'T'IONS cr) R HM DOORS ALUMINUM STOREFRONUST T FRAMES SYS7EM 3 SECTION THROUGH ENTRY � Jon NO 97125,00 55 1 ti W. I - 1 . . Main Street ,. '�• y( "11�� ' I31)P 98—(069 N x� ►t.. P °r. 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I tr Li i 1 INSULATION (TYP. ® ROOF) �� - 0 a► VARIES N 0I0n I' O • 28'-0" OPEN-WEB STEEL TRUSS GIRDER --',EE STRUCTURAL. `} J i _ - -A CL OF REVEAL _ � INSULATED SAFETY GLAZING n 1 I I el• i 9 - •7.0 000, 3 5/8" METAL STUDS ® 24 O.C. W/ R- 13 ( 1 Ld BATT INSULATION OF REVEAL (TYP. ® EXT. WALLS) �,� / W Z Z W a� Of CONCRETE TILT-UP ►, PANEL a , I IL V Z w 6.0 ,,J p 0 ` / \ PRE-ENGINEERED --- ^' »•, I ALUM CANOPY �('' ` �I 1: L 1 I W V d F-- )Z2 T.O. OPENING _. I DRAWN ®r: TAR S ALUMINUM STOREFRONT - - _- --� SYSTEM CHECKED BY: 0 ALUM, STOREFRONT I DOOR & TRANSOM + ° o r 1 9 CONCRETE SLAB ON 10 7 ROCK BASE / 6.0 ISSUED DATE n; ' 1 1000001 66 Al ` DG. PMT.: 02/09/98 I PERMIT: 03/06/98 u FIN I LR _ CITY COM,:03/27/98 / e FIN. FL.R. FIN. , R 4.5 RIGID "�- I -.-•1 I I I I i _ _. I I!. INSULATION I I I __:.I ( LF ,� o f ,�" i 1 _ b -� � f� "ISI--- { -{ w ` 1. a Gr �� I 1 --I �I ! I I �� -1 =i�_ 7 o. t✓ .i I` Z�l ' , S 1 I t 10c 1 '.; 'f` , �X►f[�'� I I 1 III - 'I I ( i I .I I t I L! 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GYP HOARD - IAPLD U VINYL VAPOR HARRIER r + >t ExFK)SED CONCRETE 5 PLYWOW X EXPOSED CEILING If 6 RFINFOFfED PLASTIC PANEL _ � y DOOR SCHEDULE 817 TYPE OPENINGDOOR - ALUMINUM `�TOPEFRONT SYSTEM--SHIM A5 _ FRAME ASSEMBLY _ GLASS I REQUIRED-SECURE PER MANUS. RECOMENDATIONS. .■... NO. TYPE '11110TH HEIGHT THICK. MAT'L FINISH MAA FINISH HEAD JAMB SILL HDWR FIRE RATING REMARKS AND NOTES IOQA _-� PAIR I CONT. SEALANT ON BACKER ROD 1 --�=-�-. ��T t 3 4 al AN►��p!j�Q .A.� ANN A t) A t A6.0 �F -_ PAIR R _ j ----J EXTERIOR. w - .._- ..�.-� __..._...- .._,.. __ _�L=Q 1 . N. PAINT N.M. P.,YNT_ /A 4/A6.0 A -- P R D0095 21&- ,. _'�._ _.�-_._ �� 1,, _ _ - T _ _ _ Y _ ` _ - - _ __ - -- t^UNCRf TE PANf-1.. - -- -- �- MATA PAINT 1 El. ._ P _5�A6 0 _ R I iF1' RHF-� 00 _ 100D A - -� _ 8/A6.0 c ~-��- SECTIONAL CVER;;cAD DOUBLE ALUMINUM STOREFRONT _.�'!_ x.12;. 7`��` _ -__ - —--- ------- - -� --F1. _ ___..PPS �_1 _- PA!I j__� _. A 0 " _ _` _. B 1 _� ! 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RECOMENDATIONS. •.- ---HOLLOW METAL FRAME /� 1 _ _.____ _ _ ••�� ` O - - HOLLOW METAL. DOOP ROD AND SEALANT _— !t\ W L_1 _YQVERHEAD DOOR-TRACK n. - - - WOOD STUDS I - - INTERIOR Ei>' MANUFACT'(IRER � . -- r!M!!AR CONDITION AT DEEPFR PANEL Ila. O ISNV) V) V Q R 3 H.M. DOOR HEADINAMB @ FRAMED INT. WALLrW� H.M. DOOR HEADMAMB @ CONC. EXTERIOR WALL s OVERHEAD DOOR JAMB @ CONC. PANEL (EXT.) a ALUM. WINDOW SILL Com% CONCRETE PANEL O 0 6. 3" 1'-0" 6. " - ! c," 08100- ,,1 6. �" = 1''-0" 6. 3" = l'-0" �� N �- 3 � LQ i N t CL T INTERIOR -„'�- EXTE:RIOR INTERIOR EXTERIOR INTERIOR EXTERIOR C'RAWN BY: KA5 l CHECKED my: LW -----.-----INSULATED GLASS CONCRETE PANE! BEYOND �_- -_-- FACE OF CONCRETE PANEL BEYOND - —�- -- - INSULATED GLASS - IY { ! / ALUMINUM STOREFRONT SYSTEM I � �--- -HCILLOW METAL i)i:1UR AND FRAME I � _ __ >- ALUMINUM STOREFRONT DOOR w • ! / --- CUNT. SEALANT ' I SLOPE CONCRETE SLAB -SLOPE CONCRETE SLAB +T ' { CONT. SEALANT - EXTERIOR WALKWAY --ALUMINUM THRESHOLD TO MEET ADA -ALUMINUM THRESHOLD TO MEET ADA ---- -��---..---..••..- '� ACCESSIBIUTY STANDARDS--'AT IN CONC. SLAB " - - ACCESSIBILITY ;TANUARDS-•-SET IN ISSUtO D^TE CONTINUOUS BED OF SEALANT � I CONTINUOUS BED OF SEALANT PWT: 2/09/9 G 'PWT : 02/09/98 ---EXTERIOR WALKWAY 1 PEPMIT: 03/'05/98 --EXIEIZIOR WALKWAY d i 17 DRAW{rIG T7TL,_ i E ' SCHMILB ,4 OPENI MG mww.► n { I N; H.M. DOOR THRESHOLD � ALUM. STOREI"RON°T SLL. AT SLAB � ALUM. S"POREFRON'T C k%l T IMSKILD A6 * 0 y 3' I 0" CL .Toe No. 97125.001r , ti.W. Main Sirect FII IP 98-0069 Page II of r,1 f "I 1 1 If this police .II►hears clearer Ih:rn Ilse .LUN 0 Z 2000 _E... . . r 4�+ d� document, the document is of mal in;Il IIrlalil�. I(. 1L L 1 �. � '1't►�IIII 111 { I 111{1 ! �) I i I II � �!!, I I 1 1. !!! 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BOLTS--FIRE -- •� -RETARDANT WOOD O PANFLS 11, 12, 13 \ )A2 r-- ((2)) 2 X 6 WITH HANGER EACH END TO BUILT-UP ROOF UP WALL j ?UB-PURLIN AND OVER TOP PLATE \ _-v FIBER CEMENT BOARD, PAINTED , L -- -' Z - _ -- \ '`�- TILT-UP CONC. WALL., PAINTED r — CONT. WOOD TOP PLATE � I F Il3El� CAN] -- 2 X 12 ATTACHED TO CONC PANEL 1 _ °D W/ EXP BOLTS / FIBER--CEMENT BOARD, PAINTED ! 1 INTERIOR EXTERIOR '/'/�- CONCRETE TILT-UP WALL, PAINTED INTERIOR EXTERIOR 2 x 6 ROOF SUB-PURLIN _•---____�_- __�__ _ Fn 2 ROOT HATCH PARAPET FLASHING @ TILT-UP WALL a COPING D o7�20-01 7. I 1 /:,rr -- it i,' 01620-05 7.0 j" 1' -o" 07620-0: m CONCRFTE PANEL. f _ 2., 4" 4r 2" I �" I' COUNTER FLASHING - - '- _J CENTER LINE OF PANEL. SCUPPER AND !_. ____-__________ __ --- CAP SHELT DOWNSPOUT. GRAVEL STOP •� �- CONT. SEALANT SOLDER BUILT-UP /'� - METAL LINER w ' TOE' OF ROOF ROOFING - - - SCUPPLR OPEN EAI,H ENE) ON— C - NEATOHOiNG I , — BIRD SCREEN ' . � � U L I i I I W _ 1 1 �`� ' ----- BIRD SCREEN fn i' (V V f I r . _z z NOTE. SET ENTIRE SCUPPER ASSEMBLY �{ DOWNSPOUT iN MASTIC. < r^ VERIFY PROFILE W/ MANUFACTURER V' - o" Y/1 OW 4 DOWNSPOUT, TYP. LL O 5" DOWNSPOUT ® COL. GRID C 1/4 (AV,,^^ � ) Z w J Q 7 SCUPPER AND DOWNSPOUT - ELEVATION8 SCUPPER AND DOWNSPOUT '3r. N 7. i I;, " - 1' W, 07710--02 7.0 1 112. - 1 U" 07710-05 3T L l Q Z N 0 DRAWN Y CHECKED 19Y; LW rJi - CONCRETE WALT A• �.--f PANEL • lip e � U �' ----- CONCRETE WALL PANEL 1 CAULKING -- CONCRETE: WALL PANEL � �, r., T \ C C REVEAL _ _._ _. ___ CAULKING .____ �d __ ISSN PATE► SEE ELEV. ----- - - CAULKING —� EX.DG. PMT.: 02/09/98 . i � , 1 PERMIT, 03/06/98 FOAM FACKER ROD r, CITY COM.:03/•24/98 FOAM BACKER ROD FOAM BACKER ROD 2 . � .._.-. FiI1T1CRF0 rIiF' �' .,_ ` BUTTERrLY CLIP BUTTERFLY CLIP R h .. "I INTERIOR 4 INTERIOR EXTERIOR CONCRETE WALL PANEL INTERIOR EXTERIOR a - -^ _ - --- ERAVYING I:�(1UWR TDETAILS ' y'I A790 REVEAL TYPICAL PANEL r10 SEALANT D►ETAL AT PALL. JOINT PLAN SECTION &7.0 :SEALANT DETAIL AT INSIDE ION E CCR - PLAN SECTCOPING _ 3" - 1 r -rl" o7g2n-o l a -o" 07920 03 C-0 " o76zo-o2 JOB No- 97125.00 12 S SU S.W. blain Street rIl III os-o() ;4 Inge 12 Of 21 ..... , .x F.r,"' #R' }a. .g •'' at t r�,'d,a F r. 'M'* ..;^an+r#y'"+w,w,W 'roe% n >a•r,w:safi c'w'rtMsatcx. r aat r}..*rF^,': . �q'�'.s�%S�'1'r t!Y«. �'{.A ��'yr, „ .,.- .� a .., . 4,...,-<. :I .'(r`:'. r,n Wh- } � .. .. ..._,._..........._.•.rY.l,�Ja,.,r.L..yz+rJ+a' n If this nl►tire appears clearer 111;11► the JUN 0 2 2000 +1]Ocunicnt, the d/1cunlelit Is of IIIi1rXi11:11 yualil!. 1111crolllll e i ILL I l l l l hill, ! i ' LI �; � ! ! !. !' i i l i i i iii ill i t i l l l l i l l I" 1 1 1 1 1 1 1 1 liil' I ! 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"..� :. • 1t ;.r SEE PLAN SES PLAN-- 54" LAN _.-`54" MN 36" 6" 42" MIN — TUItET PAk11Ti0N WHERE _ 12" MIN INDICATED ON PLAN'a T t7 36" MAX 1D GENERAL NOTE: ^� �~ ALL ACCESSIBLE TGILCT STALLS AND ACCESSORIES SHALL GRAB BAR--PER WAINSCOT COMPLY WITH UBC SEC ;!109(5) 6'-10' - _._ _7'-6" .__ ADAAG 30 SEE' FINISH '� AND ADAAG 30. SCHEDULE c-�==_�`_' }5 ,_y SEE PLAN FOR FIXTURE LFLUSH N PLACEMENT PARTITIONS Z trir�i - ---- M VALVE A5 INDICATED ON PLAN. _ N 4 2 0 �� , _ OPEN SIDE o _� , OF ROOM o J cv 1 1/4' TO 1 1 ti N O OR STALL- _-/ W t CORRIDOR — --_ PAPER DISPENSER 18' - �'' SIDE WALL BACK WALL GRAB BAR - - NO SCALE f�I Al1A ACCESSIBLE c o3 101 ilo4 �I 3 HANDICAPPED ACCESSIBLE WATER CLOSET AND GRAB BARS I >_ ',0800 01 - 15 in I ME'' WOMEN —3-1/2" SOUND ATTENUATION BATT Cr J -- _.-�� ABOVE TOP 0" WALLL2 ., MIRROR SOAP DISPENSER -- PAPER TOWEL DISPENSER AND DISPOSAL FLUSH \ ► O/ MOUNTED TO WALL - --- --- ---PROVIDE SANITARY J \ 3-1/2w SOUND ATTENUATION BATT NAPKIN DISPENSER M 111L WOMEN'S T.R. _ -rTTO _ _--__ _. N -_ - --- - -- - GYP BOARD ON WOOD FPAMING WAINSCOT 1 SEE FINISH - - ---- --- - SCHEDULE �~ ---------� ----- WOOD STUD WALL ENLARGED FLOOR PLAN (TOILET ROOMS , -" _-- ` ---- -- -,,-s" GYP. bD. EACH SIDE. I ! -- LAVATORY TO CONFORM TO TOILET ROOM ADAAG 31,32 `�' j LAVATORY PIPE INSULATION -- SILL PLATE TO FINISH FLOOR WITH � POWDER DRM:N ANCFNJRS AT 4'-O" O.C. 1 -3' MII►I I- " SET TRACK IN BED OF SEALANT. M, SEE f IAN ,----.CONCRETE FLOOR SLAB 4 TYPICAL WALL WANG LAVATORY � TYP. INTERIOR PN�RTITIQN AT TOILET RQ0�1A � � 8. 3f�3" t'-U" 10800-04 8. 3/4" 1'-0" 09250-07 W 14 Fi S'_0" 15 IRiADS Al 11 1 j'_.�„ 1'-11" 0. 4 �2 16" 1�: i LEGEND t'-0" 4 ) 5 1 1 ROOM NUMBER 101 DOOR NUMBER !^ V 101 REUTE NUMBER W WINDOW NOMBER r, E3 100.00' SPO'i ELEVATION {0a. 0 � V) HB-+--- HOSE BIB G w I FD o FLOOR DRAIN J ♦"1 i 0 TRENCH DRAIN m ClI (14� ._ .�^ j ® DF DRINKING FOUNTAIN y _ L I E EXIT SIGN I a N ;, L EXIT LIGHT 0 DS DUWNSPOUT e t" NEW WALL l � EXISTING WALL TO REFRAIN 10, ' �>��.. �,, •,�• A -� , DRAWN my: TAR 10 EXISTING WALL TO BE REMOVED �. ____. '� .,.'. y', ter'.• / _� �- s � CHECKED aY LW 4 13 ( _ :, • �_ .*. SCUPPER AND DOWNSPOUT O J` V 7, ` r � ,� I d 4 (` KEYNOTES 10 - �� C 1 2x4 WOOD STUDS AT 16" O.C. 10 1 1/2" O.D. STEEL PIPE RAILS AND POSTS, ay `` PAINTED. ISSUED TANTE 13 1`� 6 ,�� `K rc, 2 2x6 WOOD STUDS AT 16 O.C. LDG PMT.: 02/09/88 -''� J ol EXPANDED STEEL MESH PANELS, SPOT WEL.DFD TO T w _ PIPE RAILS AND POSTS. 1 PERMIT: 03/06/98 t 4 - D.F. 5•D MT, \ 3 2x8 WOOD STUDS AT 16" O C. �� .�+ r''x �_ f-•• CITY COM. 03/27/98 't •rte � ~ �\ � �� " 'i ,r" 1 v,' Q ' \✓J �' 4 2x10 WOOD JOISTS AT 16" O.C. 1 FIBERGLASS -REINFORCED PLASTIC PANELS. --•____^- _ ��_. D.F. E3EY'D . r .` �-�-- HT. PFR , y�, u, 3/4 PLYWOOD __l 13 ACCOUSTIC BATT INSULATION. A.D.A. GUIDE �'`' ' /~'\-.....�-- x_ Ei 2x WOOD STRINGER-ATTACH TO �� r J•K'", 1 CON(. PANEL WITH EXPANSION i 4 H.M. C►OOR AND FRAME. i I `�� MOLTS r 2 �� -- �� `� �DRAWR` o 'TITLE: ENLAM 1x4 SUPPORT POST: 15 FLOOR F�l� 2 STAIR ANT? LANDING ABOVE ..._. - - ___. _..___,_.___ � - E A - rl GYP. WALL BOARD. � NOT USED ' g ALUMINUM WINDOW c� 17> STEEL LADDER WITH PROTECTIVE CAGE TO ROOF A8 • 0 ti tf 2 STtO�V TCJIL & OFFICE HATCH. I �. 112- 1'•-0- of 11 ,►oe rvo: 97125.00 � `.W. Main Street ! lil11'98-006() I'fl�e 11 of 21 n, •..:w.� ..•. r n -:r,-...,: a. 'raw..»,F r,.y...KA.wr ....a.. . -...... .,.. .... �. -:«...,...,...r .._.:.. tr -+Y'i. ... .AR ,:rw•: a .._e.. _.....,...-... ..._..,.. ., ...,., -._ .. :.. i �.✓ :,,,,:.':r�:n,.na",...... ..•,n,..tl.•!.' :.; ,..w-rx.: r u:r..r .� , ♦. r .r,,. i.. r t '�... M:IF ��+M*,sllW .. ': Y'�Rr+ :. . r .::.:r•t ✓.T,M,H I�.Y ,r!I� M yy,�•,, YT tr a.:-. ,.. - n �" Y . nrr "^I• .. ., .. .... *'V'�Y_ ...... M y-.•r ., .. , :�, '"i f,- e,.h 4Y i_.<..i'r:^fk.Ofl. ,1.01"y""r Wr4'W.•..fX.M.m:,.r:::1.i�Y.1 "-""�l:Tw%MAILhX"-..:Arp+."r,1NrltM a:°,w'is of �evxPY+ggaM'W •Mx4,M,e1,xv /kY r .-. ..._. W "�, M IEwc•M n. �6x,f•. w►'w:y:•. n9rmw'.>,M7e.Yn=F.omM R,b�VN:YR�MRR""iN-v,•��•T^.r-.^. r,syf,.r1^': •••t�-':'TM'::�^M!w';+l,4lr. , If Ibis notice appears clearer 111;111 the JUN 0 Z 2000 • dgcumoil, the rlocument Is of III:Ir�iu;il qu:Ility. I111C1,01,11111c I ' hill' I `I � ► ' i � ` i � l ' Iilllll' IIII ! lllilll' III i �i11II ! � r�' ► IM � ' i 1' l i � iiliil I' Iiliil�Il lull ' I �• '`� `'r'� ''; '� IIII { i '' ! it � l � ' il 'I li { ' t II { { II { I' I ! ! ! ' : i I II II , . lil li ► II , II sl . ! I i . Ilillllt ► l � � , IN ( MADE IN CH IIIA I _ _ _ _ { "" 1f 1 �t IT IF a ±T �! �i V II I I 1 1111 ll iill 11 ill) lir ntl tIIL i• r 1. t. ..i ,.r.... t i tr. ,1 , . I. .r f.,. ,•r,l. rtl.tnl tr tntlt tt ntl r ni Ittt �tn n,�u tit tt I Ir illlll�ll�{I�ttll�l�•Iltlllll Irlr :,�Ill�ltl, Illllr. .,,Illnr ilrrlr ,II„ri•• .II.. r,llllll!li!IIIIIIIIi!!I I!!Irr!II!.!i!!!Illlrr II iil* III IIIIIIUfiIiIlllll!!I111t1t�1 t!1111:111iIj litllillli:, !{ i II II .•,:= II, Irlllrr, ,itlrtnll111ttr 1111 I,r Iti11 rilill! r'ar !. 1 I :! II I I I , ! t u 1, 7 ------ �. F N STRUCTURAL GICMERAL NOTES W h .O segs CODE STEM. JOISTS AM JOIST ., OREGON STRUCTURAL SPECIALTY CODE, 1996 EDITION I. All. JOISTS SWILL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: oat n LOADS THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE STEEL JOIST L .1 ti V 0tl INSTITUTE. ALL WELDING PER STEEL JOIST INSTITUTE(SJI) SIXNDARDS. I REINFORCING STEEL U SNOW LOAD 2.5 PSF + DRIFT 2. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS z 00in SEISMIC ZONE 3 2. JOIST SIZES INDICATED ON PLANS ARE MINIMUMS JOIST MJWUFACTUREN SHALL ° WIND 80 MPH EXPOSURE B3. PRE-ENGINEERED STEEL TRUSSES LO , DESIGN AND SUBMIT CALCULATIONS BY A STRUCTURAL ENGINEER o� " •� ,� SOIL. BEARING 2500 PSF ALLOWABLE (PER GEOTECHNICAL REPORT REGISTERED IN THE STATE OF f►Rf.GUN FOR ALL JOISTS. ('40 BY GEODESIGN, INC.-- 4 TILT-UP WALLi d JOB # A-BOY--1, DATED 1 -28--98) JOIST MANUFACTURER SHALL DESIGN AND SUWIT CALCULATIONS BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE: OF OREGON FOR ALL !� JOIST GIRDERS. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER FOLMATION REQUIREMENT'S LIVE LOAD DEFLECTIONS SHALL K LIMITED TO ;PAN/240. 1101AL ""—'-'— LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/180, ALL JOISTS AND JOIST 1. FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL FREE Of ORGANIC MATTER. GIRDERS SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD MANUFACTERER 0SHALL ADD ADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD ANE: WEA WSKCTX) /TESTNG RECKA ENTS 2 BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18' BELOW FINISHED GRADE. SIZE'S ACLORDINGLY, BUI SHALL NOT ALTER THE DEPTH OF JOISTS. r_ 3. SLAB S013GRADE TO BE GRANULAR, NON-EXPANSIVE MAIE.RIAL COMPACTED 10 -� AT LEAST 95% AND VERIFIED BY ONSITE TESTING 3, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO MANUFACTURE. SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE SPECIAL.. INSPECTION PROGRAM DETAILS OF ANY OPTIONAL FIELD SPLICES IF HIGH STRENGTH BOLTS OR ESTABUSHED PER 1994 UBC SECTION W6, 108 & CHAPTER 17 MIT �ttflf>r _ COMPLEI" PENETRATION WELDS ARE UTILIZED, C( RACTOR SHALL. RETAIN AN w. CONCRETE INDEPENDENT TESTING LAO TO CERTIFY COMPLIANCE WITH A.I.S.C. AND A.W.S. m3A CONT WIS PERMX COMMENTS SPECIFICATIONS RESPECTIVELY. (3) (3) I MINIMUM COMPRESSIVE TRENCTH 3500 PSI AT 2£s DAYS AT WALL PANELS, 3500 PSI WLS AT PANELS, 3000 PSI AT 28 DAYS AT FOOTINGS AND SLABS. 4, ALL CONCENTRATED LOADS TO STEEL JOISTS SHALL OCCUR WITHIN 6" OF A PANEL POINT GRADING. EXCAVATION & FILL _- __ BY CEOTECHNI tl ENGINEER 2. MAXIMUM SLUMP 3" PLUS OR MINUS 1" _ I r3UN�AITION i6 BY GEOTECHNICAL ENGINEER `t. WOOD NAILER'; AT TOP OF SIEE:L J06TS AND JOIST GIRDERS Sl'•WI.L. BE AT-(ACHED ---- 3 SAWCUT CONTROL. JOINTS 1/4 SLAB DEPTH. FOR MINIMUM FORCES AS INDICATED ON FRAMING PLANS. -- ----—�— mD 4. CONCRETE AND REINFORCINI TO HAVE SPECIAL_ INSPECTION IN ACCORDANCE WITH 6. DESIGN JOIST FOR 40 POUNDS PER LINEAR FC/JT AT BOTTOM CHORD, RIµFORrl�---WE WELDING PLACEMENT _REF. NOTE 6 HO %LTS I SERI _ X UBC SECTION 1701 0 SPECIMENS 5 MECHANICALLY VIBRATE: ALL CONCRETE WHEN PLACED, EXCEPT TIWT SLABS ON PI x GRAPE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DOLTS. LTC. EPDXY ANCHOR PLACEMENTEXPANSION X MJ SR'H_ _ PLACEMENT x 6 CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DY:.AD LOAD IS APPLIED. v 7. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL CARPENTRY R AND STUDS — z__.._. STUDS BE BOUNDED BY CONTROL (tR CONSTRUCTION JUIN1 ti SUCH THAT THE ENCLOSED 1 ALL. 441LS TO 8E COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH - - WELDING -- ----�--'--AREA DOES NOT EXCEED 400 SQUARE. FEET. EM P TES _ 2. ALL NAILING 'O BE IN ACCORDANCE WITH UNIFORM BUILDING CODE TABLE 23 t O � ��,ING UNLESS NOTED OTHERWISE. SINGLE. PA W 5 16 X "" '�" c IF LLET�tE ` > 1 � R•F. NOTE 4 3. ALL. FRAMING HARDWARE TO BE SIMPSON STRONG--11E BRAND OR EQUIVALENT PI E C ENETRA X �i 1 DEFORMED BARS ASTM Ab15, GRADE 60. WELDED BAR`. ASTM A706, GRADE 50W. WI_LDEU SPECIFICALLY APPROVED BY ENGINEER. �� A WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. MAL k 4. LUMBER GRADES: -ALL. SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE SING PASS IL W LL 16 X EF. NOTE 4 2 uNLFSS NOTCD OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SIDLICE i E L L `; > 16 _ x __ REF. NOTE 4 DF�I� OR BCTT,_R; IN ACCORDANCE WITH ACI 31$, CHAPTER 12 LAP SPLICES IN COLUMNS SHALL BE 5T�hNDARD -ALL WOOD III PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE A flAl. COM► E PENMA 0'i�N~' _ NOTE_ k COMPRESSION LAP SPLICEc, PER LATEST EDITION OF AG 318 TRF_ATED. I HT GAUGE METAL FRAMING W_ DINT X _ STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAg LENGTH. LAPS IN [— WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN 5 PLYW000: W OUTERMOST CROSS WIRES OF EACH FABRK; SHEET IS NOT LESS THAN THE SPACING OF ' ('ROSS WIRE PLUS 2 INCHES. -ROOF SHEATHING 5/$" APA INDEX 40/20, EXPOSURE 1; - Li NAZI. A SHOWN ON FRAMING PLANS. � : 3. PROVIDE BENT CORNER BARS TO MATCH AND IAP WITH HORIZONTAL BARS AT CORNER") 1, THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH UBC ' AND INTERSECTIONS OF FOOTINGS AND WALLS. RLINFORCING BAR SPACINGS GIVEN ARE CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. M MAXIMUM ON CENTERS ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK DOWEL At,L FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE SPECIFICATION I� VERTICAL REINFORCING lO FOUNDATION. SECURELY TIE ALL LIARS IN LCCA110N BEFORE REGARDING MATERIAL SAMPU14G AND TESTING OTHER APPLICABLE PROJECT SPECIFICATIONS V J PLACING CONCRETE. CONCRFTE COLUMN DOWEL EMBEDMENT SHALL HE A STANDARD GENERAL AND THE SPECIFIC GENERAL. NOTES. THE TESTING AGENCY SHALL SEND COPIES OF ALL COMPRESSION DOWEL. EMBEDMENT LENGTH ACCORDING IU THE LATEST EDITION OF ACI STRUCTURAL TEISTING AND INSPECTION REPORT'S DIRECTLY TO THE ARCHITECT, ENGINEER, 318 1 THE CONTRACT STRUCTURAL DRAWINGS ANG SPECIFICATIONS REPRESENT THE CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT z ' 4 CLEAR CONCRETE COVERAGES AS FOLLOWS FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. SPECIFICATIONS SHALT. IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE A/E. SPECIAL t ------ -,-- THE CONTWCT'OR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. CAST AGAINST & PERMANENTLY EXPOSED TO EARTH - --3" STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, 13UT NOT EXPOSED TO EARTH OR WEATHER BE LIMITED TO, BRACING, SHORING OF LOADS DUE. TO CONSTRUCTION kQUIPMENT, 16 OR LARGER ------------------.------Z" ETC OBSERVATION VISIT'S TO THF SITE BY THE A E SHALL NOT INCLUDE INSPECTION 2, SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED 5 OR SMALLER ---- - - -- -i 1/2" OF THE AEOVE ITEMS. / FABRICATOR PER UBC SECTION 1701.7 w ALT. OTHERS PER LATEST EDITION OF ACI 318 2 CONTRACTOR SHALL BE RESPONSIBLE FOP Vf.RIFICATION OF ALL DIMENSIONS WITH 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE DRAWINGS PRIOR TO START OF CONSTRUCTION RESOLVE ANY DISCREPANCY WITH AT ALL TIMES OBSERVING THE WORK REQUIRING SPECAL INSPECTION (UBC 1701.6.1). O METALS A/E. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL ,NSPECTOR IS ON SITE AT TIME U. � 0 -- INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN V //+1 3 CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLA(-'FC ON FRAMED FLOORS COMPLIANCE. Z V A 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY-36 KSI, UNLESS NOTED OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 4 ALL WELDS SHALL 13E VISUALLY INSPECTED. T OTHF.RWtSF9 4< 0 4. WHERE REFERENCE' IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH TUBES TO BE ASTM A500, FY-46 KSI; PIPES ASTM A501, FY=36 KSI. STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM, 5. ALL COMPLETE Pi_NETRATiON WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. ® N S. 5OL_T`, TO BE ASTM A307. 5. ESTABLISH AND VE•RIF'Y ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, r MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS 6. PERIODIC SPECIAL INSPECTION IS ONLY REQUIRED FOR WELDING OF ASTM A706 4. WELDING TO BE BY CERTnFD WELDERS USINci E70XX ELECTRODES IN ACCORDANCE AND SUBCONTRACTORS PRIOR TO CONSTRUCTION, REINFORCING STEEL NOT GREATER THAN NO. 5 USED FOR EMBEDMENTS, PROVIDED THE WITH AWS STANDARDS MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO ... 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A 7, ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE VISUAL INSPECTION OF ALI. WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT ALL. STEEL TO HAVE SHOP COAT. ALL DEiAI1S OF SHOP WELDING. 7 WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL b. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL ooq^wN s': TAR FABRICATION GOVERN. CHECKED sy: MN 7 STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS S. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEER REGISTERED IN THE y,�tLlIN*,,� 8 LATEST AISC AND SJI CODES APPLY ALL CONSTR(1FTION FEEL LATEST AI SC ,TATE OF OREGON. � men HANDBOOK. 9. ALL EXPANSION BOLTS SHALL BE "HILTI BRAND" ANCHORS OR APPROVED EQUAL WITH I� .B.O PATINC, FUR MATERWI. INTO WHICH INSTALLATION TAKES PLACE. PSEC�TEST� FE�FEMENTS vG�I,00 Ory 10. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED ��i N6,L8a� STUDS (NELSON OR EQUIVALENT). SEE DPAWINGS, SPECIFICATIONS AND UBC SECTIONS 108 AND 1701, AND AS OUTLINED BELOW. 1. THE FOLLOWING ITEMS SHALL. BE TESTED AND VERIFIED BY A TESTING AGENCY EMPLOYED MIRES: mal/ � p BY THE BUILDING OWNER IN ACCORDANCE WITH I HE UNIFORM BUILDING CODE, 111SUED DATE 2 CITY COM,:03/27/98 CONCRETE S'RENGTHS ALL STRUCTURAL WELDING REINFORCING PLACEMENT MkP .4 2. ROOF NAILING AND STRAPPING TO HAVE INSPECTION BY ENGINEER PRIOR TO APPLICATION OF ANY ROOFING MATERIAL. NOTIFY AT LEAST 48 HOURS PRIOR. I , v DRAWING TITLE: �JTI�"AK NOTES t ,ICI NO, 97125.00 j.,,,,,()S.W. Main Street �— t 9 -0060 S. , L'. ON MIP R �! 1 " ., of Z �iv '`�Ai� 1( � y •:r�! ti:..� r Pae 14 ; ,, '- . .. ,. f �` #,y° �;L'1'� ,�� ,,�' ''"�!�'"�''�(k,�.'�'- ,., ,, „ ,. i, j t ';,•, •1 , �., 1. t+ . _ .p ..♦ �, ,. _i >,: „l''I. �y { 1 1 ,+-. _ :f}, h t� I )'4 i > ,. I l •'. R •' ,. p .., y ' ^,.. ..e; ✓ .'' i. �f, eww,p.- .. '" ' , r: 'A A., r t IF _. :a - . .. :, ,. ,., ...ay..,,.w..m•,-..�.,.rfwnk .•,e>•*..;or; yeN!mmn^ >„q.n.•Mdl(r.�" ,r.^nn..,.. 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( �.- F v / f co D _ I .' __..._.__ _ ______.____ ___._ 11.00 __ _ T O.F. d 4TYP ea III III C,J S6, 1�> — `"' I ' PJ N III I I III S6 I I _ II T.O.F. 3 1 { Ln P" I C', S6 �"� � � ^-.6) ! ! \ A ~ TYP. ' �'- A l=J ,6 ^��.1 I I 4 � ► S6 i I I -pi I I `+ fit N S6 ! —_._ _ — O I I s8, 6 00IL_ 56� SEE 8/S8 FOR I I l �y MEZZ. FRAMING PLAN '" ' i 6 S6 E) L} - - I,/ Z Z � _ I ,. ► III ,O T) _ i S� L/ < �6 IYP. 2 _ _ -- .� I .L�.. — 0 �Y2LLJ Q. - . -- I - - ,� _ _ _ -- _ _ -- _ _ — — t5t.r4� - �(,, ..- I I L ! ( \ _ o ° t H 1_7 T.O.F. t 6 g 15 4._� 104 D 1 I 1_ 4 56 ! II '� � St3 � � rn { I S6 0 (� 141 Ld A� I I n ! SIM. I S O 151.00' III i I I I ��) I II 4 V T.O.F. Q i 151 00 `tl T.O.F. ( I z CL G. 4 DRAWN BY, TAR S6/ L�f" 0 � J ` CHECKED 0Y: MN I B I rj'i t 1 �`J 5 a -__ plNs LEGEND KEYNOTES _ Nor � ---- t FC�ATION PIAN ..�.., `� FOOTING S ISS VEV, DATE �* CSJ CONSTRUCTION JOINT � 1 ) 6" CONCRETE SlJ►f3 ON GRADE OVER 6" CRUSHED QO $� 1/8" 1'-0" �-J ROCK BASE. REINFORCED WITH #4 AT 24 O.C. 2' MDG PMT.. 02/09/08 rJ CONTROL JOINT EA. WAY AT CENTERLINE OF SLAB, EXTEND AND ~�� ,, ,.r L-� Wltilt rV16t1'M lEN(;rTM CIEPTH I��IPOACIN6 -��"„ �____�.,,.''_._•---w "IONS. 55 �-..- •r,-,''�^'' 2 CITY COM.:U3,27/98 PJ PANFr JOINT ' c AT CONTRACTOR_. OPTION SLAH 17EBAk CAN EBF 6'_0" 5' -0" i' 0" (6) >p5 EA. WAY �� REPLACED W/ FIBERMESH (PER MANUFACTURER'S 4�rQ ~�•�0" X3'_0» 2' 0" (6) 5 AT 18" O.C.-5HORT 100,00' TOP OF CONCRETE RECOMMENDATION), PROVIDED THAT #4 X 4'-0" 0 L�1 y (6) #5-LONG ¢ J T.O.F. FOOTING ELEVATION 2'-0" O.C. ARE CENTERED AT THE POUR STRIP/ - CONCRETE FtJOTIN(.�-- �5LAB JOINT l 2 C 3'-00 8'-U" f-4" (4) #5^-�--_- SEE CONCRETE O THIS SHEET ��r /�~^f~ - �._ 2•_p" CONT. 1'-20 SEE (3) I5 6" CONCRETE CLOSURE SLAB OVER n" CRUSHED r - - --- - ---------_ t PANEL NUMBER --' SEE PANEL ELEVATIONS ROCK ©ASE. REINFORCE PER 1 U 3e-0" 5'-0* 1 - 2" (4) #5 ----- O 2'-6" 2'-ti" f'-0" (3) #5 E.W D FOUNDATION ING T1_t: PL MI e 3 T'S $x8x 1/4 STEL COLUMN I q TS 6x6x t/4 STEEP. COLUMN. S2 5 TS 7x7x 1/4 STEEL COLUMN. At 1 tti" U.C. SHEATH W f i 2 X 6 WOOD STUDS / /� P W. ONE SIDE AND NAIL W/ 8d AT 6" O.C.(EDGE) , � ;. �. ti .,C:�e Noy y712`v.p0 AT 12" O.0 FIELD __-.----- --- ' � Street _ _ - - -•---•— _.__._.._ "`,,,�`-"'.�.—'�..�-~�-.� -- ..�.....--__.____-_ --.__._. _._ :, ' . I;50 S.W. Main 11111)9R-f)11(i9 ---- -_.—___- � - s .:� � •` � 1 „ , I)Iik,v 15 o 2_I f •J Y Y i- f e A . - ., +. . : -. .n r ..a. . ei . ! : ,M n.�1 r :.::..: , .✓:r t^]fw. ♦WM: bi'N..,.M t .q lr.. yP.. MA` -M•n.:^.V• �•+W,i'N.+{IM'•X"^... ''::Y. 'tR, i.fl u:.Y'ne' .V}�y��..-.. : . ,_.,.._... ., »..,�,.. malas. ,.p, . ». •x;"' .{bs?'. r ^, � ,pfEyw A ^�*..�n s.e•w�aMr. wvwa.r+ n M+ w. .-,.. .,:_,. ..a. ,. '"�.''�•�w ��' w,,.�`fiy'y Is° r ,may #�,� $#.z'3Fik,� '' •}r,. ?.t"r6."J'S'R�C�+«". .spy. `-dW'1�'.•+>� If this notice flppeacs clearer than flit- JUN 0 2 2000 document, the docilment is of 'I'a" 1MI Ilu:110 . Ill,croilhile � ' ! ' I e, e e Ij I I .I it Iliii. iijiil, .(Ijl I�I� .�i I, : Ilii. I + I INCH ' MAM INICHINA 1 - -- t.. A ' ,. li , �i Ei , �4 _ .� t� e. . 1. . I,.:., Ione I Ilnln nIl e n 111 Isle nel,ye null n lull n ,�, I ! ( I I II .111 Bill 11111 'ifiiii III ,il 'il{: lii, iieil lee I eine) {n::' I Ihlnn 'el I ellen lieeele lilnl I ei 11 't ,• I I 11• I II I !, •+ I Illll�lllliilln�lll, I,lilll�ll e,.li IIII.e,,,lll1,. �e,l..e,. I!!. - ,lel... ,Illrl. !: III. ..l. ,il, ,.Ilu, .Til. .III.. ll:...:�il..,,.:.11l,. �rril.le.ILeIt.IIIIItIIt.,nlllee:e:elllellee ,,111 ere, elll,e. ,,1 eerie nnele (Inneellllnln,ee � , I I 1 (1 (A) ( 6) �cDF) GI H e I � 118'-4 1/2' 32 0 32' 0 32.-U" 32'-0" - 32'-% 1/7" .0 00 1 aT Q a H+o CANOPY BELOW ",y �� 1,r: `x1 K I JOTS i g l. 7 1 2" <0 0 ro 13Y OTHERS - L 2 N N sttrll - Z M <,7 1 NOW( -. tAdF-k --- -- - 1+r - - ..._ - -. ._ .r.... .- _.._ - - _. .- --- -.-..._..- ._.. __ .....-. -- -' - -- -- --•' ._.. ._ r _ - __ r. - - _.- __ --- - --- -' - -.._. .�.� _. �. , "6 DO `1 3 I ( `8� _b 1 11 3 4 1 S8 S7 z (S- 7 i o , , i v S I� J JOISTS AT 8'•-0" O.C. __ _ - - --_ , a 2d 132CI-4 03 0/200) 7 EL -.- -- - �` _ - --_ -- .I■�I'.n _ -- STEfI. JOISTS AT 8' O.C. 6K (320/2U0 ` SIAIi - 132G-4N-12K u - 32G-4N-12K z 7 f S7 S7 S7 �. a7 S7 .�; 2 I CS7 9GRID SIM TYP• S7 `, S7 A TO E3 �-6-\)\ 1, GRID ! SIM �-/ G TO H12 �� AT 8' U.L. • � TYP. a N t>!( (3?n/200 STEEL J•_ _015TS ------ - -- - -- __ TYPE �- ca 12 _ _. o ' W — \ S7 `-' - �7� i O JOISTS AT 8' O G I ! 26 (320/200) S _EL 3/4" 1 ! /�04 O 24G-3N-10K ! 32G-5N-101K I ____ _ _.__ _ i 1 2 1 IS7 S7� S7 S8- S S S7 S7 0 W GRI A ID EI -_ 1 O 1 C )/� o V) I Al t3' O.G. c' 10 20 (320/200) S Fl. JOISTS_ _` ---- ____- ` v "� �V '"�•�— rj S «^�^'�/ r'�'r17/�n ..r' �'I.Irb � ;"1►' {b' `'' �y NORTH eS7ROOF FRAMING PLAN Z �� J�� .0 � � C 'tat rn„�r.�•1tf11 �� ZACIO lanno, Sim t `;EE A5 0 FOR TOP OF SHEATHING; & ROOF SLOPE l a` DRAwN e,r: TAR DIAGRAM. 6 5 F { v-„. CHECKED BY: SIN L)\7 14 �S7� S7 32'-0” J 32' - 1�.2" SIM mix KEYNOTES ROOF FRA �" I NOTES Nam 5/8" ANA RATED (40/20) STRUCT.1 P.W. NAIL COORDINATE ALL ROOF SUPPORTED EQUIPMENT Z ROOF N,a,,.NG PLAN WITH 1 Cd AT 6" QAC. (EDGE 5), 10d AT 12" 0 r_ WITH CONTRACTOR PRIOR TO FABRICATION OF JOISTS AND GIRDERS. PROVIDE ADD1TION& � (FIELD). r""_r,, FRAMING AS NECESSARY. PROVIDE .SHOP - C " ~--�✓ �" DRAWINGS SHOWING EQUIPMENT SIZE. WEIGHT AND z6 AT ' '- (SEE ROOF NAILING PLAN LOCATION, r rt SCHEDULE FOR 3 X 6 FRAMING REQ'TS) '•` r �: ts�ucD nATE ��•..•._ BRIDGING AT JOISTS NOT SHOWN FOR CLARITY. r' "'-'-•�------ `._:./ (TOTAL LOAD/LIVE LOAD) IN PL F PROVIDE BRIDGING AS SPECIFIED BY JOIST ti } BLDG PMT : 02/09/98 MANUFACTURER. yt "� '±� , REVISIONS: 03/20/96 4x6 F.T. LEDGER WITH (.�) 5/8" o EXP. BOLTS DESIGN ALL STEEL JOISTS FOR A TENSION AND , aGiTI COM..03/27/96 4 EQ SPACED BET. JOISTS. ROOF NAIL�IC�i SCHEOUL"E COMPRE5�IJN FORCE OF ;5600 DUE 1U WIND - 4x6 P.T. LEDGER 5/8" 0 EXP. BOLTS AT 2'--0" AND SEISMIC LOVING, �• , h , O.C. DESIGN ALL JOIST GIRDERS FOR A TENSION AND COMPRESSION FORCE OF 10,600# DUE TO WIND �' MANUFACTURER TO DESIGN JOIST FOR AXIAL FORCE AND SEISMIC LOADING. ZONE SHEATHING BOUNDARY EDGE +1ELD REMARKS • �' T OF 58k, (TENSION OR COMPRESSION). DESIGN JOIST :FOR 40 POUNDS PER LaN'tAl_ FOOT NAILING NA1LiNf NAILING � AT BOTTOM CHORD. 5/a- APA RATED 10d O 2.5" 10d ® 4" I Od�2" FRAMING AT ADJOINING "f I , MANUFACTURIF4 TO DESIGN JOIST FOR AXIAL FORCE JOIST LAYOUT TO BEGIN FROM GRID FI P,W, O.C. O.C. O.C. PANEL EDGES TO BE 3x �� DRAWING ttT�.lL: OF 29,K (TENSION OR COMPRESSION). (40/20) OR LARGER. ROM FWAM MM 'I � SIMPSON CMST 14 OVER X-1FLAT - 5,/8 APA RATED 10d O 6" " i Od O 60- 10d O 12" BLOC KING (40/20) P.W. O.�,, C.C. O.C. ce USE 10d NAILS AT S. 1/2' O.C. ' + CONTRACTOR TO COOPOINATE: CONNECTION OF 0 CANOPY TO COLUMNS WITH CANOP'fS3 . i MANUFACTURER. 10 JOIST MNFR. TO CUT ENO OF JOTS? A? 4$ t�Et�?�E �` of 8 ANGLE. 2 NO: 97125.W . „�ytar�Il - - - - —.- .- 069 f0 16 of 71 , e � 'r,7.-., � t 'i9 «.C71' •.f r 4 r :¢ 1 4` . _ p;� �.a ISL C CJ �•' "•' R �a..m� ;... . n" ...fe .•t..nu. , . „., .r.,< ,. ..re-,*r;an,•+t#:u .,. . ., ... >. ,,. ._, ._ ....v ...,. .. a .... ._. . : mR.l +MyA+�s9�"•�` ��'r+i"� "' ,..r..��.,+w , .s. ,.... ...a..w« .n,r-W :+,•alAe.M'•w.. .rcw�+.....«meArrn..., ,r.-. , _. .. - ... , If this notice appears clearer 111,111 111(- JUN U 11 2000 document, the document is of margin,1l yu,1lit�'• I111C -o�illl cd y T 1 l l ,, i1 i 11; .mi�JT� C11 l I lilt l �1 ! ; l till i1�11fi ili , Iilll ; � llli ilii! ili il � Il ii�li i ii ill !Ill�fiill � ' INCH MADE IN CNI ' 'r � III i II VIII 1 ( 1 I Iii II I' it i ii lit Ilill i i I'i i I' •i ,1].• 1 ..i ., .I.. !.... 1.. I I ••11 tlnlli II 111111 II n11 I ul�ln I Int u11u11 III I I �� IIIIIIIIIIIll,1111{Irll, (ill (, 11,111111! I I, il. ! rl11ll!lllil! .!,!!l.,i.r,llill ,lI,I1,!in.!.?1111!11 !tt!t.illtli!'t!i!III��I III!!!Iltu!lI,IIl� 11111 , II!!!1!� Ili!!!! ! 1tn!!il!•III 11111 I .. ! .I I � :!: � II i „ 11 I !! '�� I �. ,_II �. ( I t till I. .,I •. !! r it !, l IIf,I,I, I� •i I! 1 11 11.1 111!111111{ I ! .,`;� � a 11:1 111 II 111 1111 1 .1 .I 1 1111 111 111 1 1 I"r .+' 7 t `sl k:. r. _ _.. .. .. .. _.. .-. ..... - , 1-11. .. _ 4 -. .e •,:.. — .. -, ,r. ,.y. .k ♦ .. 4 d N (H) G) (E f E D) T (D .,- �'---• Z2\ 1� C_ B W LEGEND 2 4 � GWD ONE. NUMBER ` �N p� 4- 41 PANEL NUMBER ([& q 0( n ry(V El11 El �tk C� 1:1 El REINF. ti , El fr.__l 0 El 4,..J Ol hEYNOTF_ z � clyl 00 REIN'r REINF. PER �`` '.�1 REINF. ---- - - g rt- PER 6 PER 6 _ ( � - PER 1 j E- 2 2 � 2 2 � �4 Li 4 IF sx } ' -- —. T.O. FLOUR -14 7� 4) j {� KEYNOTES ~^ S 1/2- THICK S 1/2' THICK 7 1/4' TMICK 7 1/4' THICK 3 � 3 ; <1 ) J5 AT 12- U.C. VEkT AT CENTERLINE OF PANEL. 4 AT 12" O.0 HOR TIED TO INSIDE FACE OF VERT ` TEFL z NORTH ELEVATION - 6 3/4 THICK - U.N.O4 -- Q) #5 AT 9" 0 C. VERT. EA. FACE. �+ Ir �../ I5 AT 4" O.C. VERT. EA. FACE. (4) 06--SEE 9/S5 FOR LOCATION D (3) < 1 or (2) #7 VERT. PER 11/S6 2 m PANEL GENERAL. NOTES PANEL ELEVATIONS DEPICT REINFORCING FOR TYPICAL PANEL S TYPES. SUOMIT SHOP DRAWINGS FOR ALL PANELS INDICATING R REINFORCEMENT NOTED ON PLANS, ELEVATIONS, AND DETAIL5, REINF ` ' NI INF RE11'F Ai WELL A5 ANr ADDITIONAL REINFORCEMENT REQUIRED FOR PER 14 PER 1 1 PER 1 t -'�- - ��.; 2 LIFTING OR INSTALLATION. WHERE ONE DYER OF REINFORCING IS REQUIRED, PLACE } 1 VERTICAL REINFORCIt3t; Ml CENTER OF PANEL WITH HORIZONTAL ,- T.O. FLOOR STEEL TOWARD OUTSIDE FACE. WHERE REINFORCEMENT IS SPECIFIED IN EACH FACE: - PROVIDE 2" CLEAR TO EXTERIOR FACE OF AL.L PANFLS WITH REVEAL. WITH RE 1 1/2 CLEAR TO EXTERIOR FACE Of ► uj ELEVATION N 7 1/4' TACK PANELS WITHOUT REVEAL. EAST ELEV O - PROVIDE 3/4" CLEAR TO INTERIOR FACE OF ALL PANELS - WHERE HORIZONTAL AND VERTICAL STEEL ARE PLACED W AT EACH FACE BEND HORIZONTAL BARS IN510E VERTICAL. GARS MAINTAINING ABOVE CLEARANCE AT ALL. OTHER LOCATIONS. SEE DETAIL 5/S5 FOR LOCATION OF PANEL REINFORCING • SEE ARCHITECTURAL DRAWINGS FOR PANEL OPENINGS AND 6 ) �E) F G � DIMENSIONS z Z 027l T I • PANEL ELEVATIONS SHOWN ON THIS SHEE-T DO NOT SHOW +� �� 2 t �� 181 �7� 1 G 15 14 TYPICAL PERIMETER REINFORC04G WHICH IS SHOWN ON DETAIL Q w 1 I 4/S5 AND IS IN ADDITION TO REINFORCING SHOWN ON CHIS SHEET N� riloo, <4 i ' SEE DETAILS ON SHF_ET S5 FOR ADDED REINFORCING Q ALi ND EMBEDDED ANGLES, PLATES, ETC. k. ?: 0 0 ----� REINF REINF REINF. REINF REINF. PEINF. _- THE PANEL REINFORCING SHOWN ON THF STRUCTURAL ,� (n V) PER�4J 1'F K 4� PER 14 PER 14 PCR t 4 PER 14 �-- �' 2 DRAWINGS ACCOUNT FOR SERVICE STRESSES WHICH OCCUR * ~ �_(4> J ATTER THE BUILDING IS COMPLETC- THE CONTRACTOR SHALL g O DESIGN AND PROVIDE ADDITIONAL PANEL REINFORCING AND '� `-I- STRONGBACKS AS Pri1VIRED FOR LIFTING, ERECTING, AND m N T.O. FLOOR _ 1 T.O. FLOOR OTHER STRESSES WHICH MAY OCCUR BEFORE THE 13UILDING 3 � L � ,�•.,,, _ 15 COMPLETE • T FOR CONCRETE AN REINFORCING STEEL Z ` ` ... SEE SPECIFICATIONS IONS 0 0 REQUIREMENTS AND FOR MINIMUM CONCRETE STREWHS AT Q e.- T1ME OF PANEL LIFTING AND AT 28 DAYS `'-- • AT LOCATIONS WHERE SPECIAL REINFORCING 15 NOT NOTED 3 NORTHWEST ELEVATION - 7 1/4" THICK 4 SOUTH ELEVATION - (7 1/4" THICK - U.N.C,1. ON ELEVATIONS PROVIDE T1�E FOLLOWING MINIMUM REINFORCING: VERTICAL REINFORCING- -j'�5 O 1, O C. AT CENTERLINE: OF PANEL. DRAWN eY: TAR REINFORCING--#4c,HFCKED BY: MN QA 1 !1 f" 1' i)" � 1/16" = 1'-0- __. - ^' HORIZONTAL a 12" O.C. TIED TO CENTERLINE --- -` VERTICAL BARS p�PR f , • A PANEL LEG IS THE DISTANCE FROM THE PANEL JOINT TO THE di+"'41�� t" EDGE OF THE NEAREST OF'F_"NING OR THE DISTANCE BETWEEN 16,a6b PANEL OPENINGS--SEE DIAGRAM BELOW. owoFoh �2\ 1't' ?a So25 24 23 I ,,,_J"INIII�IL$ 7 \� A 2 � 1 +. 1 �XPIM RKS: 1sn'l3- 0- REINF. C� > .— _ REINFC7) 4141u�o DATE t EINE. REIN , PER�J PER(� -�- PERPANEL PANEL PANEL DES.REV do BLDG PMT, J �=l0 El Li 0 El 1:1 El� El LEG LEG LEG 0 / /98 ej ICITY COM,:03/27/98 14a FL00R +r I DRAWING TITLE: PANEL F.I,EYATI" 14 `i 11VEST ELEVATION -� 7 1/4" THICK � . e SOOT EST ELEVATION -- 7 1/4" TACK � tMU g,4 1/16" 1, _O" 1/18" Y 1 ,-0" S4 F; a foto No: 97125.00 � ;u S.W. �.1�+in Street _ ) w I;t 1I'98-0060 ». 111�p 17 of 21 n .... � r -' .. •..;I,`. ` ,1. +. ..�".4 ��'��,t* �� t• s.. y ' ° :"�''.+ ' I'1 r 1' 'yti q ! > >, r r s, , r If this notice appears clea�rrt• flum III(- JUN 0 7 2000 dOcnmenl, the document is of nla1-011,,1 qulllit�' 1111( 1'l)�Illllt'(I III 'lll 1 I 1 I i' I I ' ill I fi� ., II I I I II I I I i� ' t1 i I i I i ! i!I I' I i ' II ' i ' Illll_IT 1� � i II I lii11� 1 I . Cil ! it III I iliiliil illlil III ! 111 ! ! 1 III! 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"Y. .................. ��"�1� III (3) 15 A70 GR 60 X 319" O 3 1/2" 0 C III I GLj II lix �_ . .. j -�% ."�- "�.`-r"'�- -- ' I-. � ,�___ _ _ _ --w.,.-_.-.- _ ...1 - GRID A 5'_0. t � GRID H 3 4 4'--4" " 4 i, 2° -- (3) #S GRADE 60 CON'fINUQUS CHORD TIF / U TYP _ GkID 1. 2 6 i — (3) r5 4 4 0.tC ( RfJNFQ TYPICAL PANWITIREINBED AILS 31 MIN � ��„-,.,� - WUOG TOP PI_. ��Q j r4 1' , 3 ` �aN,� nc'_ -- - _ _ _ - --_; . ___==_____,_,_:__,---,____, - I_ I _ TENSION TIE CONNECTOR ri 10 Of�YCTION A -- PL 2” X 3' L 3" x 3' x 3/8" x 1 -0" _TT t.; CONNECTION D - _ _ _ \� ( -`-----__ 3E S ORIE 'EINFOR�CN G- SEE DETAIL o - I I / c��qc AT PANEL EDGE �0 � �-- (2) �� :�' U �. —_ �_ ` - _�_._._..� - ---=--_� I I Z 4 X 4'-0" LONG AT CORN - 0 a ►- i P. I .,�,r— _ OF OPENING---IYP. � 3 TYP I /- TILT-UP CONC WALL. PANEL •�. X / t 0- (2)N5 CCNJT. AT P II I CONNEC71ON j1 L 2" k 2" J e' X 6' L1lNG ANEL ,/ ! I I f x 9' �i Sim _�%1��_ � ----- -------- III FO F(; i � ,NATION ,";.(TYP I I I I I -- 'I` I ( R 4 1 f.Z NOTE. DO NOT WELD FUR 30 DAMS ( I 5%4" "'i RADIUS I AFT R TI 1 � I I I r- 2) S ARO„1ND OPENING--EXTEND 2 -0 r� ) M N E LING PA cyi _ _--- — -- - lyJ `'---.._ (2) NS n t3" O.C. OPENING- -TY'P 'II � _ I I I I I '� w w r w • •�_ ._-_. 3/4 RECESS ��-� X 6n �_- _ _- _ __ _ ___.__ _.__ PL 1 !2 x 3 x 11 '_' 1 i� I , - - -� - - - - - _ Z� - - i \ CONNECTION E - I ► I 1 I - f -- - - - I -- -- _ FLOOR LINE I I 13ENO LINE - _ - PI. 3/4' X 6" X t 1" X ! T �'� C 378 V 4 RETURN TOP \ W/ (1) 3/4' DIA J" L NJG NELSON NEAGEU 5 UU. / 1 AN BOTTOM Y\ III D 1 ---------------- PL 3/8" X 9" X 9" (VERT.) Ill 1 WELD CONNECT10N5 2 WELD CONNECTIONS 3 CHORD TE CONNECTIOIN a TYPICAL. PANEL REWORC�IG W/ CHORD TE 1 0 of ,'1) s5 3 1' i) 03410-21 SS 1 1/2" - i --0" � t/8 - 1 l')" I 1..54 ' � 03470-21 03470-26 ill i^ �,- USE BRITTLE SCREWS fes- -~✓ �~ At:D BREAK OFF AFTER j REMOVING FORMWORK f IIII �� a _ - - --- --- --- CHORD TIE � I I • • _,____ CONC. WALL PANEL`S CONC. WN.L - • TIIiN AT �� " ' SEE,vIAL REINFORCING - __._ _.. / `'' !'�.bE.L.._N_FlfaLt •'' SHEET i 1� y '' � ? , ,�• � Iii L • • • _ _ __�_ _-- �� C7 --- ---_.- _______ __..___ . ^a� �� 1 �_—_.._ INTERIOR FACE 1 '�l o CLR, �_ stiS1�L7DCLi c� ~''�'.. _.�--_ _____ -___.______.�..---- �` AF _ 3 4" CHAMFER - TYP. REVEAL CONDITION ._, ��. - - (1) CO NNE,:I ION' ��'`� \ I W / W/ REINFORCING --�-- - - - `-- ® � WALL 3, a CONNECTIONS ...\ • • — PL 3/8 X 3 X 1 ZLi " W% (3) #5 X 2 _O 80W (A706) 1 1/2" CLR, -- -- �_.,� O 4 1/2' OC. W/ 3/4' EMD DIST IIII € A .=..Lam _ i;4,. E1.FVA =NOT TO 9GNE ---�• (i,� -----— �-- UIIIII V/ _ EQ. . . t(]. ! -' IIIIIIIII - w 1 1 f 1 CLR. -------.--- N WA PANE -• - - -_ CONNECTION A 0 4'-0" O.C. MAX _---- (2) #5 VERT. TYP. EDGE REINF, II II CV C ALL _L % i \ n • \ Z Ml " t _ r Z • • - • � Ty.p�,� L '2 X t X 1/4 X 10" Y � ---- CONNECTION C � 1 �� 7/16 TYP. HORIZLtNTAI RLINFr)RCING '- • - CONNECTION B LMOLD CONNECTION B O 4' -0" U C. MAX \ -__-.____.-_ ..�_ .._ HACKER ROD AND SEALANT \ O GRID [-. i�"-"` • �_ ALTERNATE BARS cv (T`fPICAII • � -.. 3 16V � 3/4" GHIAMFcR - W llldlll T- 1 1/2" CLR, -- - -- CONNECTION B L 2 Xw 2 X 1/4 - _ TYP Xv TO FACE -"�...,., . - SPECIAL REINFOR(AN6 - SEE ELEVATIONS • X 6 Li. '; . OF WALL 2" AT PANELS W/ REVEALS SHEET • • • • IL O II `` -'`"^�,�-� '_�'`"------ CONC WALL PANEL GRID NOTE- REINFORCING (�_ _ _-� ,n PMIEL TYPICAL AT EACH FACE .�N _ _ HRM GRID ~-` ''--.---- 3/4" CHAMFER TYP. 1/J N- z 9 O a .� IIII. � IIII 6 PANEL DETAILS -- TYPICAL _ I PANEL-1'O-PANEL CONN. _ 7 PALL COI' CTION AT EXTEROR CORNER 6 TYP. PANEL.-TO-PANEL CONN AT GRA _H c N 3/4' 1' 0" ! i I f2" 1' 0" l .� 1 1 ��" -' 1' pw 0-23 1 1/2 - 1'-0" 3 TYP. EXCEPT AT GiRID H - SEE 8/S5 0347 " MIN. 2 PER PANEL-E . SPA ES. Q IIII' -' z N a, � r ,--^-•.'••�_.•--'`�.._._-i� `•�-/ �--''/ �IIID ff� C HECK BY: TAIL cHtcKeD BY: LW _ _ CONN. OCCURS , TYP. - �J NQS li II 5 16 AT 3'-0 o c. f - I EXPIAr9: 1X/31/ Q=KA•• CONN. "E1" `. ISSIII DATE s ` 1 1 �.DG.PMT., 02/09/98 3l4 GIA 6" ROD f, n Cf►Y GO,N.:03/2 7/8$ r • • �.- ,3/4" DIA X 6" ROLL w / a 16 BENT PL i 1 I I . x 6"Af 1 4" • FYP. 12w - CONN. Q , °��. "Jim I"?�I� 4 , • x _ PAt1..-TC,�-PAht. COhMV. 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Y ...-. •s, •-' i ,. r. �•., ':._ •:.:., i"., „ . �.:: '^':: 'i;:,,i ', ,- ,a1.... ) 115Iv :�'j,:' . '• �+— •—'•—•'--..,w..,,......—. R, :. .. <6 !d ..,!- Yr. .� : '�i; ;•:. t .J'�•. .�. r., :�. 'y ;+ �•rn' .,..?,,,a;T._..: ;' F.. -, .. ;w • .. .,,ey,,-�4 +e, ✓�, �• ./''�--�' ' --r„�'�'� ["NO TF: CL OF WALT_ TO MAICHVC'E OF FOOTING NOTE: ALL EXPOSED STEEL BELOW GRADE SHALL BE COATED WITH ASPHALTIC EMULSION. O TOOLED EDGE--1/8" RADIUS � TUlIE COLUMN-- # - STEEL SEE FOUNUAION PIAN N GRID SHIM UNDER PANEL AS REQUIRED FOR LEVEL t INt ---GROUT SOLID ALONG PANEL LENGTH PL 1" X 1'-2 X 1'-2" � EIEARW W/ ;4) 1" DIA EXP ANCHORS FOR FULL BEARING ON FOOTING._ CONCRETE SLAB--SEE PLM FOR `°' --- CONCRETE SL,AQ--SEE F'l/W FOR ♦ /r - N a REINFORCING •- REINFORCING IL �O»S 1YFy` STEEL LUMN -- --- — - "4 0 1' _0" 0 C. AT SIM A'�'n l0 "J AND CO ETE FOOTING -_ 4 � r L EXCEPT0 It�`'- ~ 4 O 2'-0" G.C. WHLN DIFFERENCE IN o0N WIGE ':,AW l.'U1 CFS (:_�C)LcD JOINT--- � , ,y� LEVATION BETWEEN IOP OF SLAB 2 N SLE CHART FOR DEPTH u' cY `--'-V1 �'�-� � AND TOP OF GRADE EXCEEDS 2'--O" 6,N Mj - - I : J I 1 –OIL 0400 in ,l 3" TYP STEEL TUBE--SEE FOUNDATION P / 3Y-Q- x LJ * . h 1u / - CONCRETE STAB in 4 1 / i l2 ry t I - COPCRETE SLAE'----SEE PLAN FOR I -0 x 2'-0" BLOCK OUT �-•� -- SLAB THICKNESS DEPTH REINFORCING i � �- » ,k -----------JOINT-------- � � 'FINI�,H GRADL cb �•4►•� +� 1 1/2" NUN-SHRINK I 1 /f i� d �� , . 3• 1/2" 1" -- - — TOOLED f DGE--1/b" RADIUS GROUT I j, STEEL BA:',F PLATE—' PROVIUF_ a MS 1 �` ---EDGE OF CONCRETE CLOSURE SLAB- 7-7 r - I•.•---- - 4 1 / / AS REQUIRED II 1 - EXTEND REINF, CONT. INTO CLOSURE SLAB / �- cr i i I fill—�--t i -_ CONNCCTION D EACH 4 1!2" 1 1 4" 5" 1 1/4" -__ __ .•_--__-_� 1 I •.--_______, _ _..5� • ~ EACH PANEL (TYP SEE 7/%6.0 ;" " GROUT 5 CONN.'S EQUALLY 5 1/ 1 1 • 2 __ _i_ ion._lam cb o - - - -- -, O c� ' —� I SPACED Af SIM 7 o° 'q 1� I ` - ji, -�- - CONNECTION E (PANEL #20)) I I r ► I Tr $ ° c, I -- q,o Ii I ► k 11- - I I BELOW CONN. "D"_ _ --o• a10FNLAR()ED FOOTING PER PLAN 4 SMOOTH BAR x 1'-6" 0 2'-0" O C.--GREA`�C AND WRAP ONE ENO ORrPLASTIC COVER ONE E•ND I ___ ` FOOTING--SEE FOU ATION PLAN CONCRETE FOOT CONTROL JOINT REINFORCED SLAB &2CONSTRUCTION JOINT INTERIOR COLUMN TO FOOTING CC , CTION PANEL TO FOOTING CONNEC'i NDN � , �' se - 3/4 • 03470-03 t. FINISH GRADE 2" / �._-_-_-- c-`--' /-`\ --- ----------- CL OF FOOTING AND I ! (A Y1'AI I F'ANF� 0 TOOLED LOGE ' 1 _- - --__. _ _ ----------' GRID f GRID t� CL ( FCli0N PL 1/2' X 1 1/2" X 9" � - - AJ-TEP WELDING COAT WITH r A'iF'HALTIC EMULSION TYPICAL 1 I AT TING �� r (TYPICAL) CONN. "El" AT 5'-0" 0 C - CONN "B" AT 6" 0 r M - I S 1`74 "a ALL THICKNLSS PLUS 4" TYP. �% -- AFTER WELDING COAT WITH - ---- CONTINUOUS FUuTING WALL BEYOND I 1/4 9 ASPHALTIC EMULSION (TYP.) 1 --_ -- I i - - --� __._ . ,._ . CL CONNECTION A! f00TING TILT-UP CONC. WALL PANEL �-» I w \ 14 DOWELS AT 12 O.C. - — - ---�GRID c° \ LOPE DO 2" X 12 " 24 jr-- • __ NTERIOR Li � � � 3!4" x l 1�?" X ,� A7t 3�4 X 1 1/2 X 6 - - - - - -- END OF PANEL J ) AT 5 -0' O.C. AT 2'-6" O.C. � R ►. �• .-- -- --_ ( - __._ _. ..._....�.. .-..-CENTERLINE JOINT j , ov t7 0 z 1 III=(I I-=III I 1 EX`TERM f M • ;I I y I I I =I I �1 1 4 - ---- CL. CONNECTION AT FOOTING P>I-T4 9 I z Z c� --- - CONNECTION E �1 --- _ - �_ CI_ CONNECTION AT FOOTING � � /0 f J 1 I �./ f' CONNECTION D I -- - - - CONCRETE WALL PANEL-- • • • 1 "� l ----__- _. FOOTING (SILL I OUNDATION f r - - GROUT SOLID BELOW, TYPICAL. W CONNECTION D n° 4t SEE 4/S6 � � '• r,!' - --- PI. 1/2" X 1 1/2" X 9" � FOR CAL�CSUT': I- CONCRETE FOOTING --� IN COMMON. I ---- I„ONCRE7E WALL PANEL-yun0U1 Li CONNECTION E "OLID BELOW, TYPICAL - U V) ,A. . _. - --- O 96 t 1 � z O c) x 5 CONC. FOOTING AT OVERHEAD DOOR OPEN NGre-'-�--WALL/ FOOTING PLAN AT EXTE CORNER V ALL/ FOOTING PLAN � 8 CONNECTIONS AT GFS 3-"C.25 �+ a” = 1 -O" - ' _ 3/4» � -16 ., _�_ 03470-"02A 56 1 1/ - 1'-G" 3 J� 3/ I_)3a7U-09 S6 3i a' {)i4io OIA 2» Lo - r z LJ CL R 3/ x8"x '-3" 1 1/4' 1 1/4" GRID 1" ( CHECKED KED Y8 i� MN ------ FINISH GPADE 1 - I TYP. (2) #7 r -_ 3" CLR a TOOLED EDGL V1 GRID I I ■ 10' 3 _ WALL BE`'OND ! ! 2 \ 1 1 /z/max x 3/4"0 1/4/ x 7" i CONC WALL PANF_I ! I A B 1 4 FT f r #4 DOWELS AT 12" 0 C. ! ( �" » ' XPIRIS: 1:7i 11 24" A_A COAT ALL EXPO'-- /12 1 3/8- 4 r v I x 12"r- I I I - STEEL WITH S6 Q I ISSUED DATE 5/16 BLDG.PMT.: 02 ASPHALTIC EMULSION I /09/9a -EDGE OF CONCRETE CLOSURE SLAB-- -- AFT•"�R W��ING-,- „_ "„" ~`�� I �O'' PERMIT: 03/D6/98 , 1 EXTEND REINF CONT INTO CLOSURE: SLAB FIN1;N GRA[4 ---- _1 • -- - — - --�� D�p° CITY COM.:03/27/98 ZI C, iii- Ii1 �i►- ,- 7" CI R. I5 III III III=_ t1/ 1 , L� • A ! I A 1' GRnt1T • • • • • w _.— I I �� NOTE: ALL EXPOSED STEEL BELCW GRADE < " / (6) #5x9'-0" O / " ,. . 0 `~' t ' i II SHALL BE COATED WITH ASPHALTIC EMULSION, } I (6) #5x9'-t) ' " WITH 4 T 1 8� `2� I AT 1$ O.C. A706 AT 3 1 / f 2 DRAWING TITLE., ----- N 1 • 1, SHIM UNDER PANEL AS REQUIRED FOP LEVEL / • Rif BEARING--'GROUT SOLID ALONG PANCL LENGTH t 0.C. EA. WAY. FOi1POlAT10N t)ETAINS • -_�. ._. ___i. �� -----.s____ FOR FULL BFARING ON F(YOTING SEE 4/S6 _�-" _". - - _.---'• -__.,._..__-______._____,_ .�__.__..__-..._..___-__ .___",_ - -_ _...r.._ .� -3" C L R. FOR CALLOMS 3" CLR, CONCRETE FOOTING — IN COMMON. r �C,`L HOL©DOWN BARS v S6 8 CONC. FOOTING AT C�PEI�VC� COLU NN TO FOOTING POINNEC N T� PANEL HOLDDOWN CONN. � PANEL WN COM. L $(w 3/a" 1'-0" 03410-08 3/4" 1' r1" 86 3 -^t✓�u^- itr� ��:�a',, QF a' • . - _...�. .. _•,._,.-_:.._..._-- -.__._-___ - 2...55 n 'JOB N CJ• r} - Ill rp(M-0069 Nage 19 : ..,,_.. _._ _. ._, _. _. _... :... , ,.._ .........,.,-,.,.:._ .. ,: :. ..... ...... -. ._. . . . .... ......-,. ..... ... ...... _ .. _ .._.... - ...-..... . . - .. _. .._ ._ -. ... a .. ...... _ �... . . �!r-•-,,. 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R.A'&.. .i.SP'..6- �,.`R'.. �'. .,,vu ..i.o ,f53'd z:,4.�._a,� „n >A. �� Y, ,_t... . - h2�`4',iu;draYk4MA- +,.:. ;...p,.A `.,r.," .A.. .y.- .f, ...7W(! �tdaa „ <. , .r � �.�y,< .?',f, I n. ,.. 1' ��i I ..a"1•�^, m.n�i^,: t ..r...M .r ---- PLYWOOD SHF,�THING — STE I_ JOIST GIRDER TO DESIGNED FOR --- 7 8'x2"x8" PLATEcsf �.. u E BE DE GNE �' / �, �'. TOP CHORU COMPRESSION OR CENTERED OVER COLUMN S7 - SPECIAL VERTICAL REINF.(NOT SHOWN) WELD 2 RuWS 1 Dd 4' U.C. Of PANEL_ JOIN], �" TFN` ON FORCE DUE TO WAND AND �, SEE,WALL ELEVATION TO ONE EMBED PLATE BEARING SEAT 4x WOOD BLOCKWG AND SEISMIC -- SEE ROOF �f _ � INITIALLY-Y-EMBED � r ' HOR. REMIT, NOT SHOWN AND JOLT GIRDER 7 -- BETWEEN S1EFl JJI51`: FRAMING PLAN BOTH\ WAIT 30 DAYS (2) 3/�" DIA. EREC11ON BOLTS IAQ r �' --- CAP ELATE WIDE STEEL SIDES�T74 AFTER PANELS AT 5" CAGE JL N n o TYP '/- -�-- / ARE POURED / 1/4 °�oilBEFOREp3 4" x 11' X 1'-4' EACH SIDE: OF WELDING TU _ 0BLOCKING ATTACHMEN 1 '4 / - _(2)PL'S 3/16" x 4" x 4" WHERE NOTED ON PLANS /2°' PANEL JOINT WITH (4) 7/8" x 5" OTHER it n > I v 1 © C� NELSON WELDED STUDS PER PLATE_ EMBED a n EACH END OF BLOCKING W/ I ti" END � �.-J - DI-)TANCE (4 TOTAL PER JOIST SPACE) 1 r "^"- M ' = ,.,a.� c ---- - EMBED PLATE �g n n - - EACH SIDE OF PANEL JOINT �►r , 9 9) =0:STUD k 1"UU OF HORIZONTAL R v Iv�W 3/4" DIA THRU BOLT AT ! I �- (2) 3/4" DIA. ERECTION BOLTS 1 If -- CENTERLINE OF PLATE lel.. ! GAGE i� EA. \ r ii - -- -- (2 TOTAL PER JOIST SPACE) //�� '- �.,� �� I► FLANGE 1�� _ _ _ 11 -_ _ _ -_ 1'/4! I I I 1/44 Tr_ ,-• -� PL 3/4 x 6 x 6 -= --_, II e-_ = --- - it u _ D '� STEEL i ISl "'IR . k / I I H10 IRGER -�"` l� _ . EEI U u DF 3 I ) „io-- PIkIrE OF W 1 a x 30 x 12" ! TOP CHORD ! Il 1/1" W 5/8' x 6 3/4" x 1 -S" CAP II p TYr 1 DJ NOT WEL[T`48• GIRDER / I ! ! -- � • ___ EMBED PLATE ' 1� t 4 ( r\ CENTERLINE OF STEfl EMBED 1/2" x 4" x 6" Wf7Fi _ r TUBE COLUMN (1)1/2" x 4"x LONG STUU ANCH Vi &.97 TYPICAL BLOCKING ATTA JOIST GIRDER AT TOP OF STEEL COLUMN 3 STEEL JOIST AT WALL PANEL a JOIST GIRDER SEAT CONNECTION Q -- 1 ;:' - .►5:'I C ',R s� _ 1 a- S S7 1" 1' �)" G5210--03 1 1 SIM ADD PL 7/8" x 2"� • � �______ Al f x 8" CENTERED OVER y • ( -�GRID - -,_ .___. ____ _._ GRID - __ - - ,� ---- P.T 3 x W/ 5/8"0 A.B. T 1P li AT 4'-c7" W/ 3/4" MAX 1/8 2 HOLINDAk'1 NAI!INC PFk R('O PMN I i COUNTFR`'INK; GIALNAAI w - " ___. __rr_ SIMPSON L5"x 5"x 3/8 x 10" (12" AT 1 1/4 V PANEL JOINT PANEL JOINTS AND AT SIM) //?\�( � / --�- CA DER CENTERED OVER ROOF 'SHEATHING W/ 3/8" S'IFFENER t ,, w TYP}- 5 4 � 3 2 2 KATE AT CENTERLINE OF JOIST 1-3/4 W000 SHOP 5 16 3 " r �� i ( 1 INSTALLED NAILER / j 1 3 1 LER WOOD SHOP INSTALLED NAILER y _._ - -- _ - STEEL JOIST TO BE � .-- _ ____ _ r _ ___ _ _-_.____ DESIGNED FOR TOP `` _ 11 II II _ II _, �;•,�_`- ;'� CL STUD _ _.__ __ _ STEEL JOIST TO BE: DESIGNED AND TOP FOR TOP CHORD COMPRESSION v CHORD COMPRESSION OR TENSION FORCE DUE TO I �r_y { W OF ANGLE ,o �� OR TENSION FORCE DUE TO WIND AND SEISMIC--SEE (2) X15 x 3' -6" W WIND AND SEISMIC- ROOF FRAMING PLAN. EMBED PLATE_ --"- - 3/16 " `_,EC FRAMING PLAN 1/4 PL 4) 3/4" X 4" NWS; AT 8"ac. P T. 4 x 6 '""'--- _ '�--- L - EA. WAY I I WOOD LEDGER '-- - _ ~ SEE ROOF PLAN 2" 4" 5" TENSION TIE CONNECTION I ! �;' • �` - AT PANEL ,10NTS Ora',) ` FUR AtvGHOh EiULTL• ( ' /- - AT PANEL JOINT USE PLATE STEEL JOIST GIRDER Q -�� r, t� �, 1/2" x 11" x 12" WITH 4 / �J O �~`'�--- BOTTOM CHORD BRACE-- TILT-UP RAGS- I TILT-UP CONCRETE WALL PANEL 3/4 DIA. x 4" LONG NWS BY JOIST MANUFACTURER � CENTERLINE OF JOIST GIRDER EACH SIDE OF JOINT AND PANEL JOINT W c�; r_) r� NOTE.E: {c THE EDGE" OF A i -- NON-JOINT EMBED FAILS V WITHIN 2 1/2" OFA 5HEATH{NG AND PLATES JQINT EMBLD IAGRAM. PANEL EDGE USE JOINT NOT SHOWN FOR CLARITY CONDITION EMBEDS -- Z LEE)CER TO PANEL JOIST TO WALL PALL STEEL JOIST AT JOIST GIRDER JOIST ORDER SEAT-- PLAN SECT. =' � p 0r,,-?i n is S7 - ,' c1" 05210- 31 S7 l r. 1' -0" 05210-39 S7 1,. 1'-0" 05210-04 Q 3 uu7 yGRID r PT 3 x W/ 50" 0 SIMPSON MSTA 36 0 4'-0* ORAWN aY: TAR 17 A.B. O 4 O.C. o I . O.C. CENTERED OVER TOP OF' S7 SPECIAL VERTICAL PEINF.(NOT SHOWN) xo { FIRST (2 JOISTS FROM WALL l CHECKED S�Y: LW SEE WALL ELEVATION Q OF PANEL JOINT, C. ) BOUNDARY NAILING PER ROOF PLAN HOR. REINF. NOT SHOWN ANBED PLATE, BED JOIST ARING RING SEAT '--IMPSON L7_2Q9„'ti 4;,6:Q C - �• j" DIAGRAM �P I, OIrF BOTH y ( ') 3/4" DIA. ERECTION BO(.TS W/ 3 DIA. THREADED ROD / A 1 N! ____- � �/ ROOF SHEATHING �`p ** �, tSc HILT] HY--1 S0 BOUNDARY NAILING td,l� SIDE$/t74 4 �'J _ I AT 5 GAGE ADHESIVE / - SUBPURL,IN SEE PIAN FOR SIZE 1/4 3/4" x I'- ?" X 1'-4" 4 X 6 WOOD P T LEDGER (TREATED) -- -= _-- �� _ --•-.• vG �A WITH (8) 7/8" X 5" ,/ r t>✓ �� 17 109 WITH ANCHOR STUDS AT 5" O.C. -- - (HOR.) W/ 2" EME DISTANCE / 5/f3" 0 "BAWL-BOLT" 2''-G• O.C. j , JINN , --- __ EMBED PLATE r 1 ' _ ' �,,•-�" EAGN 51Df. OF F'.ANEL JOINT 1 Cw STUD & TOP OF HORIZONTAL R ,> � -- f �;IMPSON �26 \ •�`� TYP. '.� ISSUED DATE I SIMPSON F36 �3x) �� #14 X 1 112" WOOD SCREWS AT F26 (2x) " BLDG.PMT.: 02/0411/98 1'-4 O.C. EACH SIDE STAGGERED 2 - - .� QCITY COM.,03,/27/98 lX SLIBPURLIN AT L.TT 208 - �`�. SIMPSON "F" JOIST HANGER 11 II 2' o G o ;> ."` `> 4 ___ _�_- - --- - _ I �� ` STEEL JOIST PIECE OF W10 11 22 x 2" +� W/ 5/8 x 6 3/4" x 1 -2" CAP 3/4" 4r' x 9" _ Ll / �_ _. .LI DO NOT W_ - 'I DER, f -_ EMBED PLATE -- DRAWINNQ TIT a 4 " � r RWPC l/C 1 AU M 1 ++^ (1)112-BED Rr 112" LONG S1'UD AN H. _ 4� r 8 BJ4 SIM T SIM T JOIST GIRDER AT WALL PANEL _ JOIST GIRDER SEAT CONNECTION SUBPUi�..14 COP& TO WALL AT PARAPET SUBPURLIN'S AT f s STEEL 10 _ ri .)013T S7 `ky, $7 ," 1'-Dw 05210--40 97 1" - !'- a" 05210-41 87 1" a 1'-0" s o5zto -1r S7 1" = 1'-0" - 05210-34 s sae......_ -. . 12550 S.W, aln�ect CoA No. �d Hl ll'98-0069 r I';I a 20 0 21 F' o- i 1 j ^Y n ^ ,.. i .: .. ... ... ...,.. :._ .: " ..._.,. .. _ .. .:.. .._.. ...,_.,. .. .., -.. _ .... ,. aY�.,:1'.1QR9',6 tr•t'9 b,:X►'...,.TJ xM�.C.:".fl 'Y,T'.•.':J'""rv:�iwrr"MY.T.xfn,.."W'J4. " '� r..4� .. 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' I ' i 11 illl Iln 111 1{1 11 1 11 1 t:'I I.•,rt 1 1111 n I Ff 1111111 1 1111 1 111 Itn Inn a Ilrr 1 nll u t 1 i n nlutk '” IIllllllljll,lllIII,ILIIILIIIrr.r,,IIlljlll,l,Ilrlr.. ..,ll.lr, ,III. ,I „ JI!!I. . ,i,li. ..1...,.,, •.I..1.. ,!l.i. !!i!. �nlli!,111i{.!lilllllniNl,!...rll.,.,.•,111„I•,�1.I„II,l�I,rlllfllll•,111r! III I� ,! �I I,Illr.:!',1 I I NI11=.Irr11111111..r r nlr 1 rn r rrr !V ::,:. t,v,G ,..I J 7.. , ,. •. .w ...n_.. 'x :.. .. .. ., ,:' ., v:.. + a ... 1.... ;'� ,. , :. , ,.. r �4 } :. „' , ,S '. ♦ m I rte. . .: .:. .. ': ... .- .. , . � .:'`� , .c t - .,, ,r _w -, .. :- .. y - ..i. .e. T ,:;..: ... 7,'.R ,. r.. ,..._Y... �� . •,w. ... f R'.F,.. ..,w.•�«.,. Y , . r ,. 0 N STE ----- SiMPSON LSTA24 0 2'-0" t U.0BEND VERTICALLY 3 1/. `2" w IL JUIrt TO HE i�f`>I�fNET) FOR DOWN FACE OF TOP PLATE. TOP CHORD C CIMPRESSiON OR �� /� ' ILNSAQN FURCE DUE TO WIND AND _- L 5z`,lla;16 { f SIMPSON "F" JOIST HANGER w ,� U 1/a 3 •CLEC AND °�E15MIC. SEE FRAMING PLAN 2 T BUUNDAR`I NAILING ,-'� - SIMPSON MSTI36 0 4' 0` 2 0 O 58 1 3 4" SHOP INSTALLED PER ROOF PLAN NAILING CI ----- BtIIINDARY' NAILING (51AGGEREDI '� O.C. ACROSS FIRST (4) JOISTS 4 0�•p WO�D NAILER 7" / DIAGRAM .� _- PER ROOF PLAN DIAGRAM / �' U ,� -- M STRAP (- Q '�nN � Zrto - - - ' O0FW-k • I • 1 P.t. WOOD BLOc,r.--�Ftt ! r `.tII1tA �� t � - 5 16 1 I I �\ �` 4x P.f. W110D PLATE BETWEEN STEEL JOISTS-- (2) 1/2` DIA 4"- � � l t NELSON I I PLATE WIDTH TO MATCH PANEL THICKNESS �. w I (3) NAIL HEADED STUDS • r/ HOLES TYP. (.3) #5 A706 GR 6OW 3" 2" 4" Jl 1" 3" X 12" 3 -_-________._ (3) '/4" DIA. ~` _- _ ANCHOR BOLTS EQUALLY SPACED \ - CL COUNTERSINK HEADS 1` Mti�. \ ,✓ `-,__.____ STEEL J01 T 4x P WOOD PLATE BETWEEN STEEL JOISTS---PLATE WIDTH • ____ _ - -- TO MATCH PANEL TRIC'<NE.SS 3/4 DU. VERTICAL WALL ANCHOR BOLTS 0 2'-0" O.C. REINFORCEMENT NOT COUNTERSINK HEADS I"' MAX. SHOWN FOR CLARITI 1.atr JOIST-TO-WALL CONNECTION JOIST-TO-WALL CONNECTION 3 WOOD PLATE BETWEEN STEEL JOISTS 4 EDGE OF ROOF (J`) I :8 t" - 1' -0" 05110- ,y '� I" t`-0" 05210•-30 t" = t` 1i" 05210--':33 co W " - - --- PL. 1/4"X4"X " 1 4 4 3 8 � 1 �• 1 2-V- �____..-'--- -- 2 x 4 FLAT BLKG. Al PANEL JOINTS 11 3 y 3/4" 0 FRICTION • -_.__� -�" SIDES X716`� 3/4" GAP 8':)LT`-; 4 5" GAGE. 12 sa (2) #6 O 4 O.C. (H,)R) VA_ I � (2) N6 0 4" O.C. (HOP) -_ O_ • — WOOD STUD BEARING WALL i _ N 1/2 - fYP 1 Od AT 6"o.C. i C - - ►i w 3'`�T t74 / 110 „m Li 3 3/16" CLR TO WELD PL ��- WALL SHEATHING r ? X 1 `)��Tt 40- 10 W T • ,.--- , �., p -SCS Lac •_---- L6"XC,'X3/4r,X9. 3/4" X 1 ' WIDE t / W/ 1/2" OVERHANG ' V I • PL 1 "X 6"X 1'-5" `�• CONTINUOUS P,T. PLATE WITH ' l L 3" X 3" X 1/4" X 0 4" -''-� , 4" 1" I " r 3/4" DIA. A.B. 0 4'-0- O.C. _—• •� (4) M6 A706 X3'—$I' I I � vYyJ/ 4�8EMBEDXP BOLT � ILI -------�-- -= • T1%4 I �` r' CONCRETE SLAB i ;314 APA RATED Z Z \t7J3116< SIDE;; I (48/2-4) TCG P W. rw■• O ,• :;,f; }--'- --� ' I NAIL W,� 1Od Q ''�c • C I I - i 0 6" c'-C'"(E S), `• TOP ,!( BOTTOM � '., r (4)#5 A706 Xt'--.6" - --_____-{:.--i I .` .,�_..�..-.,-.._. - _ _-� eI I OF ANGLE 5/1� * s I 10d O 12 O.0 TS COLUMN o 0 0 0 0 0 0 0 0 0 0 0 0 0 o u o o- i ' W I o(,�� o � a - - 1 (FIELD) 'e', o o ' �o o 3 D NOT WELD BOT �f ( -I I ('-�I I=III ` ��I-=W =Ll! L. w L� 0 Ld CHORD TO STABILIZER PLATE 1 -- - -- - �I—� ( �—��---I I---rl-- I I�-- �--�-- I� 9 L4x3-1/2x1/2 1� O R3j4" r 4" X6" v' f Sg CONT. LEDGER Z w _ ,� _ 9 O { 6 DRAG STRUT CONNECTION a GIRDER T J COLUTAN AT WALL 7 CONC. FOOTING C� INFERIOR BEARING WALL 8 MUM FlRAN NG PLAN m N w --0" 05210--51 1" = t' n" 05210-45 ` 3/4 1' '0" 03300- t3 1/4" 1'--0" 3 LO Z x N r n t 1 j r' -- - --------- PLYWOOD SHEATHING fRAWN -- _ r ,. � - EDGE NAILING CHECKED BY; �M Dt,r NAILING i ` N PLYWOOD SHEATHING I / f/� HEADER--SEE PLANS FOR SIZE SIMPSON LTT19 0 4'-0" O:C / - 2 X BLOCKING WITH 3/4" DIA THREADED ROD W/ HIL TTI HY-150 ADHESIVE � - 16d NAILS AT 12` O.C. �I 16d TOENAIL �-� / 5" j U. SIDE AT BUILT-UP HEADERS--STAGGER 2 O N _ — 2X STUD CONTINUOUS TO TOP PLATE PL1W000 SHEATHING AT OPENINGS LESS THAN 4'-0"- ,J (2) 2 X STUDS AT EXTERIOR OPENINGS 4'-0" - 8'-0"; OPENINCS GREATER THANUA SORT ISSIJED GATE 01 1n I I I -' �1NPCnN N3 EACH SIDE (2 TOTAL) ZLCITY COM :03 27 96 - PI. 5/8" x 6" x 10" W/ (2) I a 0 0 1 2' DIA. x 4" STUD ANCHOR; `. -------- AT 7" GAUGE—SPACE AT __._ 2'-0" O.C. MAX. _ \ ----- 16d NAILS AT ft O.C. STAGGERED--TYP. .'� 3/16 CONT. ANGLE 4 X 3-1/2 X 1/2 " (LI.V) W 3X4 WOOD PLATE— Wj 1/2" DW WELDED THREADED �----------DOUBLE 2x6 TOP PLATE STUDS 0 2'-0" O.0 I I 51MPSnN HL1 ?127E � t) 2 X STUDS UNDER HEADER AT ____ OPENINGS LESS THAN 4'-0"; --TRUSS JOIST (2) 2 x STUDS AT OPENINGS 4'-0 - 8'-0 DRAV01r4O T1fLE: I (3) 2 x STUDS AT OPENINGS R(�pF FRAMM RETAILS ----- ------- TILT-UP CONCRETE WAIL GREATER THAN 8 0 PANF l �--- WOOp STUD WALL--(;ENTER _.l_�_—._ �°•�•� STUDS UNDER TRUSS JOISTS. 1 S8 JOIST AT -§M& ANGLE II�EnCC ER �o EDGE OF AIS tr TRUSS, �JC�'T "ARM. CaIV WOOD STUD WALL �2 WOOD STIR WALL HEADER-�-TYPICAL DET'AL An I 1. _ 1._�M 06192-13 58 1" t'--o` S$ 1" 1'-0" 06192-18 I 1• _ ,,.—�," g 2 JOB NO7 97125.00 _ r r !r Street .� .I, ., .yi, s I, .v .f••., _ 1.a11 �r 1� L r I -0(16 I r '^: :, { . ..: i t il' ,;' , . � �e �' ,� d, k, � a• tr 7 ro� 111 P�$ � r, •�: � 1 r � : ,� ri iv, ., +,.. •, 1.,' K ,,r, s .. SI r ,I, 21 :IDC 21 of � 4 : evpt .,` Y Ytf,Y! Pa' SMG a1v,MYI^ :. . M'... •Rs. .. 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