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7337 7379 SW TECH CENTER DRIVE �,• ,.. ,/� r, ; ! - •,,I . . , . .. ,4444.. VADA i t I? /41htL �} r I LE NO 66004'10Y :r GRAPHIC SCALE Rt:CCitl,►f::) 6/30/1986 1, , N I, ;; <- � �t ��,•,�"�.�--� w �• p IN(', WA A F'lJt3l,IL' -._ � I 'r' 00-.R`'MIN00-.RV.J ab rt - - - - - - - - --- •I HE NUMU\11 HL 11 r 70' OF .. ,r I,rn�.ur N88'51'S • 20-02' ( IN ,' > 2 w 20.02 -- I Izton 20 n THE VACA'i()N ARF.A a V � � N S.W. 74th AVENUE �� � Npt73'550E 44.76 ) �% / / � � CARAVEL a 14 C q49 1 4^,� 87,23 f.� `1 _. __.. ace) Q 45.90' N0:)'tit'40"E cy cro JON) - 1 0 o�I 8 353.74' --r on fi �1 N d 6 � 3 * a!! 20� (. , ! I10 Y V / Ei 3 b A' wIf1E ARFM'*VCfAf rrLQ �f Q ;� %:E Co 7 6 / 7 7 ox Q -� �- _. 0 19- o coo TYP. ��_I M 1 I � 12/14/e4 Q . �C- 0404_.� . ,-...__....�- --- _ 18 r Z 1 cv ' > 4 / 1.Q�11 "� L. 50.5' W ,, I 4 <, -TREES ALONG TECH CENTER } 17 i"- y ( DRIVE SHALL NQT BE INSTALLED I C Z 1 WITHIN THE 5i6EWALK AREA. SEE LANDSCAPE PLAN. q� �u' CJ � (� W DOz � U • =- I 1 s 21 -- 3 :N � g I • � F.F.-207.50 --------� O ( '- � CPQ 03 N I � -- -- -- -- �_ C.. -� 1 �" a � � __ �� I y1 I• 'r BUILDING B W W Z > ►- 6ti I F F•*214.50 N o O H S I.1J Ste' T1 N '.^� RC7! I I r- v sol I 40.0' _ t2/14/�s 7.0' 16,0' °$1 - 10 �p I I I Z I _ ( = 3 ~� J w 3 'i� II - 50.5' I ,d N N 7 20 ° 1 I (, 9 TYP. g e 20 1.6 18 1 _ �9.0' 8.0' 9.0' 10 b I i TPP. ' ,3 I TYP. TYP. TYP. TPP. 11.0 ~ s I /5 } a . N 20 1 h° 9.0' 10_0' x ItCO I I 1 I �; I Z rT 9 --t C ,i T -- _- - - i r 2T �► c y , - 7 co A 4 12 5.0' I � � I � � •3 -{ � �S � I i z I I r I 11 I c6 7 21_3' f, aC4 cc •c_ 16 1 ,-_ 4444_ :3 r 0 Q ¢ z ;.� 12 5 I I I ALIGN SIDEWALK ADJACENT '9s. - TYP. N t, r 3 I I` TO CURB AT fL' i '' $ 1 - -- -__ - - --- �•• �_ `�� I �: I -S88' 1' TE]P«RAfIY 5 F00T UTL17Y W - - - - .._ 3 Q9 E - - - _NQ1�25'41 E �Y - ' �� OF 10.00' 2 14 TKI.EASF�R� I --+r r - - _ - I y / -•� / /83-MM TTRL RMRT ,� y 15 314.21' '77,777, - -- DC 770 K 7 ' v tq 22 2 30' - - _ -� N01'25'41"E - , � j T . - 2 32.62 30.00' 2n�! AVENUE N01'25'5 7"E � �b,QO DEDICATION �r f (C4 r SDI s ace PROVIDE STREET LIGHTING REMOVE EXISTIN'_ 0/28/04 / sol ALONG FRONTAGE OF 72nd AVE - - ~ 20 `) 3 ace DR',VEWAY RAMP. - Gloom WITH PGF. sal REPLACE WITH VERTICAL A/C 0/28/04 COORDINATE SIGN } � ,�,� 0/zl�/04 CURB PER DETAIL ..,•... .•• •,, D5. co N1 • V•1 n •, / ,,f.,:'rIM1 '�,iau..• � -.-- _.--44,00•_.-.-.-._.-0.044 :..�{ ..'�/`-T R L• CITY QTTIGARD BENCH MARX, c _ iNOEX N0. 21, BRASS CAH IN - ' SITE PLAN CURB, E.tJ VAili)N=2:10.615 SA 20' CHECKED 81: K JK i SITE CRITERIA_ KEYNOTES_ _ CURB RADII _ _ _ _ �_ BUILDING ANALYSIS (1993 OREGON STRUCTURAL SPECIALTY CODE) -' SITE AREA - (2 92 AC) 122,018 SQ. FT. 1. MAXIMUM 2% SLOPE ALL DIRECTIONS AT DISABLED PARKING TYPICAL, GRADING PLAN. CURB RADi1 5.0' UNLESS NOTED OTHERWISE. --- _T - BUILDING AREA 45,480 SQ. FT. VAN ACCESSIBLE DISABLED PARKING, SEE DETAIL 4/SD4. BUILDING A (ALLOWED) LANDSCAPE AREA 32,532 SQ. FT. (27%) 2, 6'-0" WIDE CONCRETE SIDEWALK, SEE DETAIL 11/SD4. STREET OPENING PERMIT REQUIRED`. 1. R .,JiL1S == 1.0' 3. DISABLED PARKING SiGNAGE PER CODE, SEE DETAIL 6/SD4. 2, NOT USED OCCUPANCY UROUP B-2 PARKING 4. TRASH ENCLOSURE, RECYCLING AREA. STANDARD 76 SPACES 5. 5'-C" WIDE CONCRETE SIDEWALK, SEE DETAIL 1/SD4. 3. RADIUS = 4.0' CONSTRUCTION TYPE VN -- DiSABLED 7 SPACES �91%) 8%) 6. CAST IN PLACE CONCRETE OR MODULAR BLOCK RETAINING WALL. CONTRACTOR BASIC ALLOWABLE 8,000 SQ.FT, TOTAL 83 SPACES TO PROVIDE SHOP DRAWINGS WITH CALCULATIONS STAMPED BY R.P.E. 4. RADIUS = 13.0° 4 YD. (100% INCREASE) 16,000 SQ.FT. LICENSED IN THE STATE OF OREGON AND SHALL OBTAIN BUILDING 100% SPRINKLED (300`1; INCREASE) 48,000 SQ.FT, DEPARTMENT PERMIT FOR CONSTRUCTION. 5. RADIUS = 15.0' PROPOSED AREA BUILDING A 19,170 SQ.F'T• -- 7. STANDARD PAVING SECTION: 2" CLASS "C" A.C. ON F" OF 1"-0" CR. AGG. 6• RADIUS = 20.0' 8. MEDIUM PAVING SECTION: 3" CLASS "C" A.C. ON 8" OF 1"-0" CR. AGG. '"- -_ 9, HEAVY DUTY PAVING SECTION: 3" CLASS "C" A.C. ON 10" OF 1"-0'" CR. AGG. 7. NOT USED BUILDING B (ALLOWED) 10. BIKE RACK, FOR 6 BICYCLES. g, RADIUS 50.0' _ 11. EXTRUDED CURB, SEE DETAIL 3/SD4. 12. INFiLL WITH CONCRETE. 13. CONSTPUCT CiTY OF TIGARD COMMERCIAL DRIVEWAY, SEE DETAIL 12/SD4. 9. RADIUS = 80.0' OCCUPANCY GROUP B-2 • STREET OPENING PERMIT REQUIRED. 14. iELOCA7 E EXISTING TRAFFIC SIGN TOWARD CURB. 10. RADIUS = 110.0' CONSTRUCTION TYPE VN 4.- ,. , r , /; ,•? I 15. E"!,;T1!4G ELECTRICAI_ VAULT, ADJUST TO MATCH SIDEWALK. BASIC ALLOWABLE 8,000 SQ.FT. 16. EXISTING TELEPHONE VAULT. 11. RADIUS - 502.0' � 2 YD. (MAX 5096 INCREASE) 12,000 SQ.FT. ' f� - �_ � '� `I ;. � � � ,• 17. RETAINING WALL SEE DETAIL 17 SD4. 18. CONCRETE STAiOS, SEE DETAIL 18/SD4. 12. RAOfI)s - 562.5' 100% SPRINKLED (300% INCREASE) 36,000 SQ.FT. 19. WATER QUALITY POND. PROPOSED AREA BUILDING B 26,310 SQ FT. 20. TACTILE WARNING SURFACE. PROVIDE RAKE-FINISH CONCRETE. S DI 21. CONCRETE APRON. 6" CONCRETE ON 6" OF 1"-0" CR. AGG. 22. INSTALL HANDICAP/BIKE RAMP PER DETAIL 5/SD5. .u►.�at�al•� AS RESUBMITTED FOR STREET OPENING PERMIT 9/29/94 ..�...�� 0044 .._ 0440._-._-_,.. 4444-__. __ __.�•_�. `M MICAOFILMED i � l III III I I iII I I I , I I � I III 11111 I I III I 111 I I III I I III III I I III III I � 1 II4 16 I l y I � I � pitQ,g- C1.11E MADE IN CHINA IN r GRAPHIC SCALE K' 0 10 so 10 C I inch - YO ft S.W. 74th AVENUE IE-194.H ! CO C 1,' W c,�Pp�'! /��iC�WA T F I i. E Ct► � O/ti / • 1 WTFI�I ..�� �;, TALL a' • 8 ND Vl C v►P+ IV. iN-1r87.9, 'tp N)IN-187.9521- f-`rER!ry) 15.0' WA)ERLINC It CXjT-187 95(21 w-1' k! `.) 1)j" IRR METER EASEMENT - / " �. r y �� CO 4 SAN._f2 2.OX�M1N. LLJ q " DOM STI , 2" DW- ~J �p EI'FFFAt'RFLaW' PREVENT_ IN VAULT '� -�"` '-`--�--- '""� .-- - / I \11 =200.30 "df /r I 6"! D.I. CLASS 52 I I t% 'r r.• r i elf ° c J' p 1E-202.00 C.B._ D :sem. RIM=204.50 I F0� I `: I �.. eN it=202.00 j IE=,9?.79 11," e L' J_�...__.e F;wI 1 ----- "-' �a - ,r _...� _.J 16` FW ,!NSI ALL 45' BEND (/r� ` ��✓ IE-198.51 IE=200.15 2 OVW*,-***- / �' +2" DY! I 4PjYF7R�S1'BC6CK ` • A ` 'SY 8 O t,7�5X \ 8" O 3.5R 8 O 2.03: IE=201.22 8` : 3 y IL I 0 I �� w N� - n I >•ta� r -- a- - - `. ��-.- ww. 8�� 1 2X Inc .:.��. „�,N� 6:" 0 5.03% ® 1 mommm L) 5 Ds s =)L,,. DS IE-205.00(TYP.) DS CO a_ �r / �-- _ ONTR MH ODU4- 2* 6" O 2.0% MIN., IE=201.48 8" W I 1 IE-193.96 OL __ TYPICAL i (10") - SIM=206 - ( > - L.ti OW E � �IE 1N=198.26(8 N 6" FW I 1 IE OUT=198.1!;(8" S) - - �I "1^ t CONTRO N T i 13 O/ ` I CD I ! IR M=201. �0�," L W SD4 y -- i /�� COI �1 W I 1E 1N=198.GD4 PERF 1 O Z ,- u I 1 E OUT-198.00(6 N) BUILDING � N � n L-'- O i, G A / 1 C-J IF.F.-207.50I I t I ?� � � / 1 ! � IE=202.80 I ,� r r�//�� I /C.B. BUILDING Lam! VJ I O 4" * CO EIM203.670G 11 LJ�[LwDING �3-) j _ SAN. D�` _ _ _ F-F--214.50 I z t) 1 1 r I -� � � II I �.t1 ( � �� IE-199.00 � ' I I ( 1 iE- 99.60 C0�_ _. _ 4 LL;- ® ^.03; I I I 1 I 11 CO c.a. --- C.B. RiM=206.52 1 �`-`- --`-- - 1E=204.00 RIM-206.50 ,,," IE=204.00 cI �� 10" O 1.6X 1 6" 0 2.0% MIN_ 6" 0 2.0? MIN. I CO '7 _- "tea- �ij., I _ IE=201.5U�10" TO 00.87 i� , 6' 0 6 6" O 6._U% I I =2002' D CONTROL MH i 14 - 70� Ic=200.30 � " ��rli ' � I RIM=204.40 F.C. SD4 I� _F.� 1 +�� IE IN=199.94 6" S) IE IN=199.8210" N) - r.":: (;!;� `1%' DS k. t __. _._ --� " " ' L.. IE=208.50 I 1 I Z IE OUT=200.8210 W _ GB, t,. / IE=207,65 IE OUT=199 72 6 SW3 CONTROL MH 3 20 (TYPICAL) 1 t Q �► RIM=209.42 SD4 I I k•-.,..1 ,'� IE IN=202.95 6" N - ' 6" PERE. PIPE I • --_.--._ ..._._. •- IE IN=202.87 8" N ) 6" d'� 2.0% MIN. - M� IE OUT-202177(10- S) C0� 1 � I ++ '' ' I \IE=204.50 ; 1 cc � . _ •�� BACKFLOW �'i�EVENTER IN Cz T13MARY 5 FOOT UTIU 1� EASDENT TO CITY OF - -- _ - �_ TIGARD PER FEE NO. I ( I I Jam` /t13-36972 7TRE REPORT 'f ExffPT10N NO. 7 - --- -- - AVENUE _...___ D - ---- - . _. _.. 0 _. J � -,� X0.0 2, 38, 12' w --- -�--: --==--..36 W w 12 W /-' 6- W - 6- W 12" W ��... 12 .Wr, wv 3U I ` 6" W ----- -.-_ -- I?. W `-3t A/CC �L'♦1`Ct yaa�*FI� x • . co AM OH r � EXP R 5 -�"__�� -- - -- `- �- r _ .a �. 1 ✓ DATE: DRAWN b1 UTILITY PLAN SAS 1 _20' -- cHECKIED !' KJK GENERAL NOTES '. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 7. CONTRACTOR SHALL VERIFY A14D CONFIRM EXISTING CONDITIONS PRIOR TO EXISTING STORM LINE TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION COMMENCING WORK, NOTIFY ENGINEER OF DISCREPANCIES. EXISTING WATER UNE OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. 8 EFFE-TIV"7 EROSION ;ONTROI_ IS REQUIRED. EROSION CONTROL DEVICES EXISTING SANT TARY SEWER 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: MUST BE INSTALLED AND MAINTE,INED MEETING THE D.E.Q REQUIREMENTS. EXISTING NATURAL CAS LINE FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C--151, CLASS 52 THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF -� TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER DISTRICT AND WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. "'""r--w•-""'-r-= PROPOSED rERF• STORM PIPE _.. U"IFORM PLUMBING CODE. P"'- ,EU STORM LINE 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE y CONTROLLED WITHIN THE WORK SITE AND SHALL. BE SO ROU'iED THAT --'•'-"'-"'-�" -- PROPOSEU FIRE WATER LINE - 3. SANITARY SEWER MATERIALS: ADJACEN i PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING BUILDING: ___._-....-_.. ____. ._ PROPOSED DOMESTIC WATER LINE BY _•.-._.__.._.._..._..,_. .___.._ --� INTERIOR ANS WITHIN 5' FO MING CAST IRON PIPE SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER -�-` OTHER AREAS; PVC f SNF ORMING TO ASTM D-.iO3t. --- - - - PROPOSED SANITARY SEWER -- CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE �7 DRAINAGE CONTROL. C�UDC' PROPOSED D.D.C. 1. THE WORKING DRAWINGS ARE GENERA!LY DIAGRAMMATIC. THEY DO NOT �....._.,_ St,OW EVER•t CFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE . FDC PROPOSED FIRE DEPT, CONNECTION Sp ACE PROVIDED. THEY UO NOT SHOW EVt RY DIMENSION, COMPONENT 10. EXISTING TOPOGRAPHIC INFORMATION IS FROM WESTLAKE CONSULTANTS, INC. P,c_CE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. TOPOGRAPHIC SURVEY. Olti PROPOSED CATCH BASIN ALL LCICATIONS FOR WORN SHAI-L BE CHECKED AND COORDINATED WITH 000 PROPOSED CLEANOUT EXISTjAG CONDITIONS IN THE FIE_D BEFORE BEGINNING, CONSTRUCTION. 11. SPECIAL INSPECTIONS PURSUANT TO SECTIONS 7014 AND 7015 OF THE CURRENT EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION UNIFORM BUILDING CODE. l*! PROPOSED MANHOLE (PUBLIC) SHAD. BE VERIFIED AS TO CONDITION, SE'E A") LOCATION BY UNCOVERING, ( , PROPOSED CONTROL. MANHOLE PROVIE)ING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WIT"H JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY �"� ENGINEER IF THERE APE ANY DISCREPANCIES. 4 5 PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107, C,. 6 TERMINATE BUII-DING FIRE SERVICE AT 5' FROM BUILDING. �� { F�k C-lM7gp • J 2 9- 4095 REVISIONS PER PLAN CHECK 8/30/ 94 SEP071994 MICROFILMED I � IIIII IIIII � VIII I I � III� IIIII � VIII I IIII1 � IIIIi � IIIIi � IIIIII� �IIII� �IIIII� ' 1'11m- 01AN MADE IN CHINA IN r a 4" 200 -o" I 1 - I f� 25'-0" 25'-0" 2b'-0" 25'-0" I 25'-0" ... ci) 1c)'-0" A5 A3vi I Ril •W.,r fCJ PS -- — _O —_ — -- - _ - ----- ------ ---- ---— --- -- — -—--- --_-_ -- -- -..- --- ss 7 I I I • cd— I r Z LJ I I Of cn w i � oz �� I i � � �-- 1 Li cn or- ci ci I _ —I_ T- —I fi 0 ciI ci /6 A6 Q <)D -1 —__ I CJ— — CJ i 1 L4_ b 16 4 --- -- SS Q o --- CJ I — l- PS Ctj l _. I ` O.S F / I -- — — V -- of SS I N - - 7f z PS — PS J , ----- - �J.. 6 5 5 -) PJ / I ° sF • I I 3 4 1 �- S5 , S5 f.• 3 A5 M. 4'-0' S'-0" 6'-0" 3 EO.SP. = 15'-0" '-0 1'-0" 30'-0" 7.'-p" '-0• 15'-O" 6'-0" 5'-0" 4'-0" 4'-0" 5'-0" b'-0" 3 Eq.SP. = 15'-0" -0 2'-0" 30'-0" 2'-0" '-0 15'-0" 6'-0" 5'-0" 4'-0" 33'-0" _ 34'-0" 33'-0" 33'-0" 34'-0" jY 0., a 100 -p" a' o ° 100`-0" o -- I 1 3 5 7 9 i FLOOR PLAN BUILDING A AIL) %: �.Y.WWI .� .� KEYNOTES ; NOR 1iJ I. 3'x7' MAN DOOR - 2. COL T YP. 3. STOREFRONT .WINDOW SYSTEM 4. 10'x12' DRIVE-IN DOOR I 5. INSULATED STOREFRONT DOOR Al5. 5" FLOOR SLAB W/ #3 024" OC E.W. r OVER 8" CAPILLARY BREAK 6. LADDER TO TOP OF ELECTRIC ROOM 7. LADDER TO HATCH IN ROOF FROM TOP OF ELECTRIC ROOM +I 294095 rRCN Gf•NTER dM �'S77('=!7! �+ PLAN CHECK REVISION/CON czTRUC',TION SET 8/31/94 :.l E' t► '71994 MIC OFILMED I FUM I , I � I �, II111 � I ; 1114' 111I1 � 111111611111 111111 (UAW MADE IN CHINA IN • IL 1 ) 3 ! j 0 124'-0" 3 0, '4' T3" °4 7 6" 3' 3'- 23'-e' ? 8„ 2 6" 24'-0" j, 00 4 U. a n a' (► n; 'A I � a i I - '+t O • , . I i t I ! Wail 0 V) FW - - D O�-- O B i I I I i �- Z I I -� 1 i I I I I I 5Ozcu M s cn � � I i I I I , i i Li- 0c Z cn C? i I I I I I I 4 r I I I I I i I M i I I I I M m I z 1 ! e I I I I I I a A6 I S5 I I I I J PJ D m 11 12 ' ( I S5 I I I I ~ � 1 z S5 Ss ►- w ' Q _! CL PS /�/ O 6L U I U U 12 U c3 I Ui U j U I rJ i U U U i UI U I U I SIM S5 I 2 2 2 2 2 2 1 ! O M 17 gg 1 I 3 �--� S5 S5 5 3 1 Sim17 <E> _.._- .. J ' SD4 NI I - 2 1 ....1 w .fr A5 A4 -- - -� TYP SD4 S5 I 21-6_'• 2,-9 2,-5,. 2'-0" 20'-0" 2'-0" 12'-0" _ -27- _4 61 01 27'-8" - - - 24'-0" 8�0" - 24'-0" 35'-8" _1.--- 24'-0" 23'-4" I - - _ ' 237 4 '-0" 4 " 37'-0 20'-0" 37'-0" _._—_ 59'-8"__. --------------------- /r y,:;r+ 224'-0" — - r 1 02100 _- J' r r, i m FLOOR PLAN BUILDING B � o i 1 NORTH N, ... • � �. - pit KEYNOTES :t"* t,LD4 I. 3'x7' MAN DOOR q 2. 8'x10' DOCK DOOR tU 3. 12'04' DRIVE-IN DOOR 1 5. STOREFRONT E OR DOOR X 5. 6" SLAB W/ #4A2 O 24` OC E.W. . OVER 8 CAPILLARY BREAK ti. in G 095 PLAN CHECK REVISION/CONSTRUCTION SET 8/31/94 SEP 0 71994 � � i Iii 1 � 1 1 i 11111 1 111 111 ' 111 1 1 II1 1 i 111 1 1 111 1 ' 1 11111 1 1111111 1 I III III II I PUIPJt- GIJ1681 I 4 MADE IN CI�,NI I IN s y • V) S509 _UL u � V EAST ELEVATION _ Z r � J � CJ CJ G � OAE N _< 41 A5 A6 17 18 A' CMZ 11 ,2 M --j 1•f V-1 , LTJ � _ ( ► . ( ! ( moo jj 15 IV IV\ U r TZ A -� i M q I - \ I (� wtj - - - N - 10 r-_ -=1 M ` TRANSV_ERSE SECTION SOUTH ELEVATION - O U < LLJ 09 , 14 11 li Q - - _ Li A 5 6 �- 15 LL.J A A=]z — ? f 13 Gsio t - _ �� - —--- - - - - ----- - — - --- - - -- — - - — _7 4 9 WEST ELEVATION - 94 T CJ <A> 6KEYNOTES B 12 UILDING COLOR LEGEND .._ .__ _ _i i i MAIN BUILDING COLOR - --- - — - - ----- -_ ----- ---- 1. NOT USED A � - — ---- --___-- �t I-- `� -"-----"---- � A - LIGHT NEUTRAL COOL GREY 2. NOT USED 3. NOT USED 4. DOOR ARMOR BASEAC01 CENT N7 COLOR `/ A 5. 10' X 12' DRIVE IN DOOR BDARKER CONTRASTiNC NEUTRAL COOL GRE` c � 6. 3' x 7' H.M. DOOR. 7. INSULATED STOREFRONT WINDOW SYSTEM. r8. INSULATED WINDOW SYSTEM. N 9. REVEAL TYPICAL ��,,'�v *•; T""` .�y .� 13 10. F-60TING BELOW GRADE. +�9 � •`o'wl 9 11. ROOF SLOPE BEYOND. LEGEND 312. PRE-FINISHED CAP FLASHING. 13. TRASH/RECYCLE ENCLOSURE W/ CHAIN LINK C, S 14. DOWN SPOUT 0 N KEYNOTE - "' "' _ _ _. _ _ __ ,• _. _ __ __ _ — _ ._ __ __ _ _ _ 15. PAINTED CONCRETE TILT-UP PANEL. — 16. FINISH GRADEA 3 17.18. PLYWOOD ROOF MEMBRANE �' _ GRIDLINE / ..1.. 19. STEEL JOIST GIRDER W/ WOOD NAILER NORTH� H ELE Y ATION 20. STEEL PIPE COLUMN tri — — — ---- ,/p„ - , 0.. 21. 5" SLAB ON GRADE W/ #3 ® 24 OC E.W. WITHIN TOP 1/3 OF SLAB .. +t 22. 8" CAPILLARY BREAK M '194095 ;r;E1ff1aR in M7 Is�t9 "p114rm.eu•4.,m3 PLAN CHECK REVISION/CONSTRUCTION SET 8/31/94 p c 71994 MICAOFILMED � � II1 �1 I � III � I � III I I � ll4 I � IiI � lill1 1llll �� � — MAN MADE IN CH1Nt, 3 _7.. ..... CL V) i N ` ,.- . SCI 41�01 `'Al Q I vi 7 rA Z 1 &P \ -- - -- q U�f� F.F. ZE O is 3 s 9 SOUTH_ELEVATION Z O tl� �- 01 E E U � ct� z � ZJ 12 „ I 12 11 Q � _LL =) Q Z U ON 15 1J u LJ A A I Z Li Z y I FF r- - - �- - -i•• - -C- - ---- -- - - --C------�- --- - --- - - ----- - - EAST ELEVATION �- _ �- WEST ELEVATION 1/L3" . 1'-0" LULi I/all lo-owI <� 12 J I I w I I I - - - - - I _ NORTH ELEVATION 1/8. - 1'-OM :A" OA :r 7 6 CA 6 ' tn KEYNOTES BUILDING COLOR LEGENDAJ) V�=V 1 - 1. 12' x 14' DRIVE-1N DOOR.1AAAA 1 /;1 M IN BUII.OING C LOR ZE� 2. 8' x 11 DOCK-HIGH DOOR, TYPICAL A A - LIGHT NEUTRAL COOL GREY 3. DOCK BUMPERS. 0 1 1 I 4. DOOR ARMOR LASE - ACCENT COLOR 5. 10' X 12' DRIVE IN DOOR B B - DARKER CONTRASTING NEUTRAL. COOL NEY 6. 3' x T H.M. DOOR. 7. NOT USED 8. INSULATED WINDOW SYSTEM. INS a,c ti - j •-,e- INS . %s 1 a titw,r: 9. REVEAL TYPICAL 10. FOOTING BELOW GRADE. 1!fb"�K 3 I I I I 11. ROOF SLOPE BEYOND. LEGEND �r � r 12. PRE-FINISHED CAP FLASHING. 72 I I I 13. 7"0 DOWNSPOUT 14. DOWN SPOUT0 15. PAINTED� 1RETE TILT-UP PANEL. KEYNO E 16. FINISH GRADEA4 V -- - -_- - - ---- - - - -- 17. BUILT-UP ROOF MEMBRANEI <� 18. PLYWOOD SH TG GRIDLINE\/ 1 19. STEEL JOIST GIRDER W/ WOOD NAILER —' — 20. STEEL PIPE COLUMN 21. 6" SLAB ON GRADF N/ #4 O 24" OC E.W. CD BUILDING SECTION DOCt� 22. 8" CAPILLARY BREAK ON WITHIN TOP 1 3 OF SLAB 71v ia4732 4 M.:'y{f2'!l �/y .r 1 r or. r�uo HN►:4{ 1,104095 1 ,T T5 PLAN CHECK REVISION/CONSTRUCTION SET 8/31,/94 ` P 0 71994 MICROFILMED Il � lll � AN 4 I � II1 � IIl11 1 111I I � Ili 8 I � lll 6 I � III �1116 ; 1IIIIIt per- MAN IN CHINA IN I V, uj c H V) Ca Ldi Z .c c c • Z Z LAJ - Lill < Z LAJ S6 7j Doz - 0 T/PLATE mU Ljj C) Z Li af 3: cn 0 �TL A TEE IL Q7 7 0 IRDER lrU. TILT-U. CONCRETE PANEL SEE PLAN FOR SIZE ko cp 4 41 DATE: 7-27-Q_ #5 DOWEL COL SIZE PASE PLATE 0"x2'-0" 0 4'--0" O.C. TS 6xf 31'4x12x12 ,ROUT 2'-0" O.C. WHERE FIN GRADE TS %x7 314),13x13 EXCEEDS 2'-0" BELOW F.F. 5, TYP .,--SLAB ON GRADE SEE PIAN FOR RnNF F.F.214.5 rl -CAPILLARY BREAK RIGID INSULATION 2'-0" c:) —SEE PLAN FOR FOOTING SIZE c:) 4t. 'swat NRS %too SEE PLAN FOR SIZE LD ID e ""\TYPICAL COLUMN _ ,, — = A6 BUILDING A AND B TCH OF FTG W1 q. OF WA I I A 6 U CK WALL SECTION W/ FIN GRADE BELOW F.F. 4E .0e r7 BUILDING 13 112 1'-0 fu Fc$4-M2" & O 711? 294095 9xIs PLAN CHECK REVISION/CONSTRUCTION SET 8/31 '94 P 0 71994 MICROFILMED Imm- GIA19,Y 4MAGE IN 61 CONA IN CL Lj V, Q L � �� _d C FOUNDATION SIIF CAST TILT-UP CONCRETE WALL PANEL NOTES LIGHT GAGE STEEL FRAMING GENERALSTRUCTURAL NOTES I THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASIL) ON A 1. UNLESS NOTED OTHERWISE, PANELS SHOWN ON DRAWINGS ARE TO BE 1. STEEL TO BE' REPORT PREPARED BY "_!_ of 1 P ' GEOTECHNICAL PRECAST ON SITE, TILT-UP CONCRETE WALL PANELS. FZ 6 (L CONSULTANTS, REPORT DATED 8­5 94 THE CONTRACTOR SHALL A. ASTM A-446 GRADE D (Fy - 50 NSI) FOR 16-GAGE AND HEAVIER PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND PREPARATION OF THE 2. SEE GENERAL NOTES SECTIONS: 'CONCRETE" AND 'STRUCTURAL STEEL' FOR B. ASTM A-446 GRADE A (Fy - 33 KSI) FOR 18-CAGE AND LIGHTER. SLIBGRADE UNDER THE. SLAB ON GRADE IN ACCORDANCE WITH THE CONCRETE, REINFORCEMENT BARS, AND EMBEDDED PLATE SPECIFICATIONS. W r� RECOMMI.-NDATICNJS CONTAINED IN THE GEOTECHNICAL REPORT AND THE 2. AIL FABRICATION, ERECTION. AND IV:7NTIFICATION OF LIGHT-GAGE STEEL PROJFC.T SF'ECIFICAT!(1NS. S. INE CFNTERLlNE OF SINGLE MAT STEEL SHALL COINCIDE WIT FRAMING SHALL. CONFORM TO UBC STANDARD 27-9 AND AISI SPECIFICATION',. Y + � 7 DES GN iRiTER;t CENTERLINE OF THE STRUCTURAL THICKNESS OF THE: PANEL. PANELS WITH Vj 2 THE FOUNDATION FOR ]HE STRUCTURE HAS BEEN DESIGNED FOR AN TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/2- CIrAR ON THE OUTSIDE 3, PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, 1. OOAti N:Y,: !;u!LDING COOF.: 1CD1 UNIFORM BUILDING CODF, WITH ALLOWABLE SOIL.-BEARING PRESSURE OF 2500 PSE', FACE AND 3/4- CLEAR ON THE INSIDE FACE. SEE PANEL ELEVATIONS FOR WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES I 4MEwDIA"n ADDITIONAL REINFORCEMENT REQUIREMENTS. REvUIRED FOR A COMPLETE AND PROPER INSTALLATION. 3. FOl1N,'fAT10N CONDITIONS NOTfO DURING CONSTRUCTION, WH1CN DIFFER 2 GWAV!"Y L1VF' LOADS. FROM INOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE RVIORTED 4. PROVIDE 2-15 CONTINUOUS AT THE TOP, BOTTOM ,AND SIDES OF EACH PANEL. 4. STUDS TO BE BRACED WITH [IRIOCING IN ACCORDANCE WITH MANUFACTURER'S TO THE STRUCTURAL ENGINEER AND/OR THE GEOTFCHNICAL ENGINEER AND AT THE HEAD, JAMBS AND SILL OF EACH UPENING AND EACH FUTURE RECOMMENDATIONS. RO(1F . . . . . . . . . . . . . . . . 25 PSF BEFORE FURTHER CONSTRUCTION IS AI TEMPTED, KNOCK-OUT OPENING IN THE PANEL. (SNOW BUILD-UP IN ACCORDANCE WITH 19D1 UBC APPENDIX CH 23) 5. METAL FRAMING CONNECTIONS ARE TO BE WELDED, EXCEPT WHERE SELF- 4. CONTRACTOR WILL PROVIDE FOR DE-WATEkINC OF EXCAVATIONS FROM EITHER 5. THE GENERAL CONTRACTOR SHALL RE'AEW AND VERIFY All PANEL DRILLING SCREWS HAVE BEEN SPECIFIED. SURFACE., GROUND, OR SEEPAGE WATER. DIMENSIONS, OPENINGS, BEAM AND JOIST POCKET LOCATIONS, WELD PLATE 3 SE1Sa111C LOCATIONS AND REPDRT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER 6. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE 5. AU ABANDONED FOOTINGS, UTILITIES, FTC., THAT INTERFERE WITH NEW PRIOR TO CASTING PANELS, CERTIFIED FOR LIGHT-GAGE STEEL. UNDER AWS SPECIFICATIONS. SEISMIC ZONE . . . . . . . . . . . . . . . . . • . 3 CONSTRUCTION SHALL BE REMOVED. (� IMPORTANCE FACTOR 1. . . . . . . . . . 1.0 6. EXPOSED EDGES OF PANEL.: SHALL BE CHAMFERED, EXCEPT AT THE INSIDE 7. DESIGNATED COLD-FORMED SHAPES SHAM BE BY ANGELES METAL SYSTEM OR BUILDING TYPE Ra . . . . . . . . . . 6 6. SITE PREPARATION AND OVERFXCAVATION/RECOMPACTION OF SOILS SHALL BE FACE OF OVERHEAD DOORS. APPROVED EQUIVALENT. II PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE SOILS REPORT REFERFNCED ABOVE. 7. SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFERS, 4. WIND ETC. 7. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL Z :D Z BASIC WINO SPEND . . . . . . . . . . . . . . . . . . . . . . 80 MPH CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH 8. THE PANELS HAVE BEEN DESIGNED FOR THE IN-SERVICE CONDITIONS ONLY. -r" F--- EXPOSURF . , , . . , , . B BANKS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL LIFTING IMPORTANCE FACTOR I. . . . . . . . . . 7.0 DESIGN AND METHOD. 7- CONCRETE J W 9. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL BE PATCHED AND "''TRUCTURAL WOOD v 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY FINISHED TO MEET THE ARCHITECT'S APPROVAL. AND REVIEWED BY THE ENGINEER. MINIMUM COARSE AGGREGATE SIZE IS 3/4' THE DUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL III ^c: INCH. MIX DESIGNS SHALL BE SIGNED BY A CIVIL ENGINEER LICENSED IN THE 10. TEMPORARY BRACING OF PANELS SHALL NOT BE REMOVED UNTIL AFTER THE CONFORM TO SECTION 2501 OF THE 1991 UBC. I M ` STATE OF THE PROJECT, SLAB LEAVE OUT HAS HFEN POURED AND THE ROOF DIAPHRAGM 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. CONSTRUCTION HAS BEEN COMPLETED. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO TNF FOLLOWING r 1 AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. SPECIFIED TABLES, U.N.O. PORTLAND OF.MEN7 SHALL BE TYPE I OR TYRE II AND SHALL CONFORM 70 ASTM LLJ FRAMING MEMBERS: DOUGLAS FIR - LARCH (NORTH) PORTION OF TABLE 25-A-1 LJ_J GENERAL C150. (UBC) Z z 1 THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. PLYWOOD: TABLE 25-B (UBC) w v NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL 3. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE FABRICATED WITH EXTERIOR j EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. GLUE CONfGkMIL TO U.S. PRODUCTS STALL BE PS-1 FOR WITH EXTERIOR PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS CALCIUM CHLORIDE SHALL NOT BE USED. UCTION AND INDUSTRIAL PLYWOOD. 2. THE CCr'1TRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION, 4. COMPRESSIVE STRENGTHS OF CONCRETE A7 28 DAYS SHALL BE AS FOLLOWS: THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2500 PSI 4. ALL FRAMING MEMBERS AND PLYW000 SHALL BE GRADE MARKED. INCONSISTENCIES. SLABS ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . 3500 PSI TILT-UP PANELS AND COLUMNS . . . . . . . . . . . . . 3500 PSI 5. FRAMING MEMBERS SHALL CCNNFGRM TO THE F'OLLGW7NG GRADES: 3. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI STUDS, DF-L, STUD OR BETTER PANELIZED ROOF SUBPURLINS, DF-'_ NO. 2 OR BETTER 3048-85 AND PROJECT SPECIFICATIONS. ALL CONCRETE. SURFACES AGAINST 4. AWORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY CLEANED. STRUCTURAL STEEL PLATES, DF-L N0. 2 OR BETTER L1 BUILDING CODE AS AMENDED AND ADOPTED 6( THE STATE OF OREGON 1993 LAITANCE AND STANDING WATER SHALL BE REMOVED. EDITION OF THE STRUCTURAL SPECIALTY CODE. 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM 6. 1991 UBC TABLE 25-0, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE 6. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS A36. RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. 5, SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SHALL BE WELL SECURED 1N POSITION PRIOR TO PLACING CONCRETE. PROVIDE 7. SILL PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHALL BE a. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. STANDARD BAR CHAIRS AND .SPACERS AS REQUIRED TO MAINTAIN CONC ETF. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE PRESSURE TREATED. b. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PROTECTION SPECIFIED. R, OR ASTM A501. MILL TEST REPORTS FOR THE STEEL PIPE SHALL BE v PARTITIONS. SUBMITTED FOR APPROVAL e. SIZE AND LOCATION OF ALL CONCRETEDEPENDING ON BOLT CURBS. DRAINS, SLOPES, 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS 8. BOLT HOLES IN LT SIZE. SHAII BE 1/32" TO 1/16" LARGER THAN THE BOLT, W DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, FOLLOWS: (SEE A.C.I. 318-89 SECTION 7.7 FOR CONDITIONS NOT NOTED) STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B (FY = ETC. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . 3' 46 KSI). 9. BOLT HOLES SHALL NOT BE LESS' THAN 7x UTA. FROM THE END AND 4x DIA. d. SIZE AND LOCATION OF ALL FLOOR AND ROCK` OPENINGS, EXCEPT AS b. CONCRETE EXPOSED TO EARTH OR WEATHER SHOWN BARS ,r6 AND LARGET� . . . . . . . . . . . . . . . . . . . . . . . 2- 4. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. FROM THE EDGE Of THE MEMBER, UNLESS NOTED OTHERWISE. e. FLOOR AND ROOF FINISHES. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1 1/2' 10. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLIT TING. �. DIMENSIONS N07 SHOWN ON STRUCTURAL DRAWINGS. c. CONCRETE NOT EXPOSED 70 WEATHER OR IN CONTACT WITH GROUND: 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM SLABS, WALLS, - 011 BARS AND SMALLER. . . . . . . . . ..1/4' 70 THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF 11, EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING BEAMS, COLUMNS - TIES, STIRRUPS, SPIRALS . . . . . . . . . . 1 1/2" STRUCTURAL STEEL FOR BUILDINGS,' 1978 EDITION AND AMENDMENTS, AND NUMBER AND SHALL BE 7.000MPANIED BY A CERTIFICATE OF 1NCpLCT10N I 6 SEE MECHANICAL, PLU'ABT,UC, AND ELECTRICAL DRAWINGS FOR THE THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,' CERTIFY'NG THAT THE MEMBERS MEET THE 1991 UBC REQUIREMENTS. SUCH FOLLOWING: 8. REINFORCING 97EEL FOR CONCRETE SHALL- BE GRADE 60 AND SHALL CONFORM TO 1986 LDILIGIJ AND AMENDMCNTL. CERTIFICATES MUST BE. MADE BY AN APPROVED AGENCY OF THE A.P.A. ASTM A 615 OR A 706 FOR WELD TYPE REINFORCING STEEL. REINFORCEMENT BARS a. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE 6. OPEN WEB STEEL JOIST GIRDERS AND BRIDGING FOR JOIST GIRDERS SHALL 12. ;LU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-V5 (D.F. - LARCH), ETC., EXCEPT AS SHOWN OR NOTED. CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. CONFORM TO THE STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS FOR INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON PLAN. LL 7. ELECTRICAL. CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. JOIST GIRDERS, 1990. TOP CHORDS SHALL BE ANGLES OR TEES. BRIDGING /I- c. CONCRETE INSERTS FOR FIXTURES. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURE SHALT. BF: CONTINUOUS THROUGH OPEN WEB STEEL JOIST GIRDERS AND SHALL 13, RESAWN GLU-LAMINATED PURLIN BEAMS (2 1/2- WIDE) SHALL BE 24F-V5(D F.-LARCH). d. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOI.TS ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD BE ANCHORED TO SPANDREL MEMBERS OR FND WALLS. FOR MOTOR MOUNTS 01.4-79. E70XX ELECTRODES SHALL BE USED 1N WELDING A 706 REINFORCING BARS TO A 36 STRUCTURAL STEEL. 7. SUBMIT STRUCTURAL DESIGN DRAWINGS AND CALCULATIONS (BEARING THE 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE. THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT) RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL. TAKE ALL 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL FOR THE DESIGN OF' THE STEEL JOIST GIRDERS. SPFr1AL INSPECTION �- NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL - 1988, / !1 STRUCTURE AT ALL STAGES OF CONSTRUCTION. ACT COMMITTEE 315. B. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD IN ACCORDANCE WITH UDC, SEC. 306, THE FOLLOWING TYPES OF WORK REQUIRE V J D1,1-80. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM SPECIAL INSPECTION. SEE THE SPECIFICATIONS FOR ADDITIONAL Rr^UIREMENTS 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE 11. GROUT SPALL BE NON--SHRINKABLE GROUT CONFORMING TO ASTM C82-, AND A233, CLASS E70XX. FOR INSPECTION AND TESTING. FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES PREGROUTWG OF BASE PLATES WILL NOT BE PERMITTED. 9. SPLICING OF STRUCTURAL. STEEL MEMBERS WHERE NOT DETAILED ON THE NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE ITEM PER SEC 306 DESCRIPTION CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE STRUCTURAL_ ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION - - BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY FOR THE REQUIRED CAMBERS/SLOPES. TO BE MADE. 1. CONCRETE -STRUCTURAL CONCRETE THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE -- ITEMS. 13. CONDUIT OR PIPE SIZE (00) SHALL NOT EXCEED 30 PERCENT OF SLAB 10. HEADED CONCRETE ANCHORS SHALT_ BE NELSON HEADED CONCRETE. 2. BOLTS INSTALLED IN CONCRETE -WEDGE ANCHOR INSTALLATION THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM AIOB. WHERE INDICATED ON DRAWINGS 9 OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD UNLESS SPECIFV:AILY DETAILED OR APPROVED BY THE STRUCTURAL OR PIPES SHALL BE AVOIDED EXCEPT WHERE OETAII_FD OPENINGS ARE WELDING EOUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN 3. PEINFORCING STEEL -REINFORCING STEEL PLACEMENT ENGINEER. PROVIDED. ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING IN FOUNDATION AND TILT WALLPANELS COMPANY. �c 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE DESIGN LIVE LOAD PER SQUARE FOOT, PROVIDE ADEQU1 TE SHORING AND/OR BEFORE PLACING. CORING 1N CONCRETE IS NOT PERMITTED EXCEPT AS 11. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS 4. WELDING -ALL FIELD WELDING I BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT (OP APPROVLD EQUAL), AND SHALL PE MADE FROM LOW CARBON STEEL -ALL. SHOP WELDING SHOWN ON THE DRAWINGS. CONFORMING TO ASTM A496. ANCI JRS SHALL AUTOMATICALLY END-WF.LDE:D 11. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR SHALL APPLY THIS WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR 1N THE FIELD. WELDING 5. PLYWOOD DIAPHRAGM! -ALL NAILING OF PLYWOOD DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION -'HALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON I DIAPHRAGMS _ WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. STUD WELDING COMPANY. L�- ��^'- - _ "-=� uA7: _. 7_27_94 ABBREVIATIONSDIAPH DIAPHRAGM FB FLAT BAR HDR HFADER LB LAG BOLT OC ON CENTER SCH SCHEDULE UNO UNLESS NOTED OTHERWISE DRAWN' DIM DIMFNSION FIN FINISHED HGR HANGER LL LIVE LOAD OD OUTSIDE DIAMETER SHTG SHEATHING U/S UNDERSIDE JILW DL DEAD LOAD FLR FLOOR HORIZ HORIZONTAL LL LONG LEG VERTICAL OF OUTSIDE FACE SIM SIMILAR DO DITTO FN FIELD NAILING HS HEADED STUD LONGII LONGITUDINAL 01-1 OPPOSITE HAND SL SHORT LEG VERTICAL _ ANCHOR BOLT CJ CONTROL. JOINT DN DOWN FOC FACE OF CONCRETE HSB HIGH STRENGTH BOLT LP LOWPOINF OPNG OPENP G SPA SPACES 1 AFF ABOVE FINISH FLOOR CENTER LINEp OP DEEP FOM FACE OF MASONRY HVAC HEATING, VENTILATION AND LWC LIGHTWEIGHT CONCRETE GVHD OVERHEAD SPEC SPECIFICATION ALT ALTERNATE CLP CLEAR OWG DRAWING FUS FACE OF STUDS AIR CONDITIONING STACG STAGGERED ALUM ALUMINUM CMU CONCRETE MASONRY UNIT DWLS DOWELS FND FOUNDATION MAS MASONRY STD STANDARD Eu'T',01,, ANDD ANODIZED CCL COLUMN FT FEET/FOOT STIFF STIFFENER VERT VERTICAL COSIN. APPROY APPROxIMATE CON"' CONCRETE FTG FOOTING MAIL MATERIAL �' PLATE = "NATE. ARr-WL ARCHITECTURAL CONN CONNECTION MAX MAXIMUM PLYWD PLYWOOD MB MACHINE BOLI PS POUR STRIP TCB TOP AND BOTTOM c_ A7 CONST JT CONSTRUCTION JOINT EA F_ACH T/ TOP OF '- CONT CONTINUOUS Er EACH FACE ID INSIDE DIMENSION MFCH'L f.4ECHANICAL PSF POUNDS PER SQUARE FOOT IFINSIDE FACE MFGR MANUFACTURER PSI POUNDS PER SQUARE INCH THK THICK(NESS) Bi BOTTOM OF COORD COORDINATE E1FS EXTERIOR INSULATION TL TOTAL LOAD BOUNDARY NAIL CSK COUNTERSINK FINISH SYSTEM 1NSUL INSULATION MIN MINIMUM 'T PRESSURE TREATED TN TOE NAIL.- W/ WITH BTWN BETWEEN CTR CENTER ELEV ELEVATION INT INTERIOR MISC MISCELLANEOUS TOF TOP OF FOOTING WD WOOD BLDG BUILDING ELECT ELECTRICAL MK MARK TOS TOP OF STEEL W/O WITH OIIT BLK BLOCK d PENNEY(NAILS) EN EDGE NAIL GA GAUGF REF REFERENCE TOW TOP OF WALL WWF WF(DEFI WIRE FABRIC BLKG BLOCKING DBL DOUBLE EQ EQUAL GALV GALVANIZED NIG NOT IN CONTRACT REINF REINFORCING TRANSV TRANSVERSE BM BEAM DBA DEFORMED BAR ANCHOR EXIST EXISTING GEN GENERAL NO./# NUMBER REQ REQUIRED TS TURF STEEL .�. BOTT BOTTOM DF DOUGLAS FIR EXP JT EXPANSION JOINT GLB GLU LAM BEAM JST JOIST NOM NOMINAL REV REVISION TYP TYPICAL o BOG BEARING DLA/0 DIAMETER EXT EXTERIOR GR GRADE JT JOINT NTS NOV TO SCALE RO ROUGH OPENING & �LAiC_a TLS :. �'"�(\W\�.5 x,41► .f Ik'1M O C3 C0 tx 40 C) MCH#AWM oR.1421 b 7'11'0 IL 4 Q 1w a*".w."IC 111R�0.-at7 I CIS s qr ab c, PLAN CHECK REVISION/CON ST�iUCTION BLT 8/31/94 SEP Q 71994 MICROFILMED I � Itl � l7 i � ili i � ili i i � i � i i � ili i � ili i ► � il � � � � � � � � � � � � IIIII17 16' 1111 11111If FIIWA- (NJ1111111 MADE IN 6 CHINA, � IN I - 4 5 6 <7> 8 9 - �' I I I vi � ?00 0" .► 1 I , C , ,. r r , ,I ' C� 16 1_.1N Q. � T/PL 12 19' I • t S 6 3 I T/LEUGER 12 r/rel O • :. • S6 I I 1'3" 56 _Z 3" ~ -� - -- ,- _ 1-- I --- - - --- _ -� - - 11 -_ - tea—T-� _��-_�-- — __. — 1 I ------------- L — _� -- .-- �- - a —._.. , ♦ q' .1 L _. . J L 1 I i I_ J L _ J i rt J 1 W • 1 Oak (� V 2 O Z: 6 �FJ `� (, �6 1 14 z 3 R i O S6 n- Cj F \r� f ,s 6. . 1 YP. FROM 1 TO 9 ► ilk i K m w {; L ' It CF) r J 0 t l J R' � N I I I / I I I I I I r F-- E ° I ° I I ir L U 5L L .- - J f� C� 7 Z LJ O s5 (A O C� <A� 0 OOA 10 ® I _ aV) Li kr)N PCZ � U mL.LON I w r (1 I I 00 Pj OD DO Z S 6 (D 0 n u, ? I v V Q .o SIM cv ; 14, I I I I I I I I I i C L_ _ _J L- - ---J 3 J O O O 0 O __ SIM I z I I I I I I I CLJ _ _j I-- ou a f a m ' O_'/ 0 I I Q o f " 4 N Q ,_� I I tv N I- i , Q o. :v O - I d R - Do Do 000 I III 5'-6. 5,-6„- :0 9 '/FL -8 z z o I A, 1co 5 .36 21 3" 13 S 6 0 Z o.s F J �, 1 I I I�, O m — -- --- I E _ R • -- `� L-- — — JM - - �I T/PL L (---- I 5'-6" 8 5'-6" 6 3 C of « Q 8 I - i - - - 15 rj i --t S6 15 S6 Or - �s I -) (.i] 11 3 6 D '2 D 20 S5 ; 16 14 0 I n S6 S6 S6 ` --- - -� j �/ ---� - -- - I INI PJ S F. -/ SIM I I {- iIT/Pt — - O.S.F �21'3 -L -�-� O T/PL � D 13 D T/PL �------ S6 S6 56 O 213« O 121'3" O SIM � � T/LE=DGER � I i 21'3" _ I , © ® © © ® r 33'-0" 34'-0" 3.3'-0" 33'-0" 34'-0" 33'-0" vi D. 100'-0.. a No -. * --- 200 -0" - -- ----- - ____- - --- - --------- ----- _ — _------ 11R I All 35 7 9 of MnoN FOUNDATION/FRAMING PLAN q_ FOOTING SCHEDULE KEYNOTES LEGEND � �------ ' - 1. 5/8" PLYWOOD. 0` b 2. 2x6 #2 DOUGLAS FIR LARCH SUB PURLINS AT 2'-0" O.C. cl) I __ WITH F26N SIMPSON HANGERS. KEYNOTE JT (T, MARK LENGTH WIDTH DEPTH REINF. - LONG REINF. - TRAN. REMARKS -- -_ 3. 2 1/2 x 16 1/2 (24F-V5) PUPLIK AT 8'-0" O.C. A 5'-6" 5' 6" 1' 0" 6 + 5x5 -0 G #5x5 3 -- ) WITH C=7/8" AND SIMPSON HWU HANGER, TYP. J R 7'-0" 7'-0" 1'--3" (7) #5x6 -6 7 #5x6'-6" 4. NAIL PLYWOOD WITH 10o SHORTS AT 6"O.C. PANEL ;i GRIDLINE c rr,�."c '+s +art• C 6'-3" 6'--3" 1'-3" 6 #5x5'-96 #5x5-9 EDGES AND 12'-0" O.C. INTERIOR SUPPORTS. � ,, • T"'wc _7­10'-6" 6'-0" 1'- U" 7 #500 -0 1Z) #-- 5r5'-6 — _ 5. DOUBLE ROW OF 10d SHORT AT 3" U.C. GIRDER FIRST 3 E 10'--0" 5'-U" 1'-0~ 9# 5x9-6 (11) 9 #53'-6 - -- 6. NOT USED. F_R M WALL. PANEL JOINT C. F 8'-0' 4'-0" 1'-p" s a - 7. SIMPSON 576224 ® FIRST GIRDER BM. W 16d NAZI. EA. SIDE 20 TOTAL t ' 9-- G 20' 0" fi'-6" _1'-8" (12) 6x19' 6" 21) #6x6'-O~ / ( ) 44G 7N 13K INDICATES STEEL TRUSS GIRDER 00 -"- -�-- SEE DTL 5/S6. 8. 402 No.2 DRAG STRUT AT PILASTER WITH LUS HANGER, .� O —` - - _ SEE DTL 15/S6. © PANEL NUMBER 9. ,NAIL PLYWOOD 10d SHORT AT 3" OC PANEL EDGE AND 12" OC INTERIOR SUPPORT. 1 10. NAIL GIRDER W/ DBL ROW OF 10d SHORT 3" OC ALONG GRID 5. T/FL 11. NAIL PURLIN DRAG STRUT WITH DBL ROW Or 10d SHORT O 3" O.C. 12. NOT USED. L SPOT ELEVATION ABOVE FINISHED FLOOR � I 0 00 1.3. (2) HD IDA EACH SIDE, (4) TOTAL, SEE DTL 5/56. _ TYPICAL AT EACH DRAG STRUT. FO(VING DFSIGNATION ku I ru 14• P.T. 06 LEDGER, SEE DTL 12/S6. .. .F,,.Fn oa I337 d 7171 15. P.T. 4x TOP PLATE SEE DTL 3/S6 294095 evoa�ml 16. 2-1/202 24F-V5 PURLIN W/HWU HANGER C=1/2". u •, PLAN CHECK REVISION/CONSTRUE ION SET 8/31/94 cEp071994 M,CAOFILMED 1 IIIIII , III 11 , 114 lilll 1 C1 � 1 �1 I F18F.R- I Cll_178 M►Df IN CHINA I 1 IN 1 X4 C Y O O YY 7 8 O 10 a Alf 214'_ - �- 27 26 25 21 0 • ' t ' 3 IT6'e 4 'i' v) I >I .` r * _ ._ -1 r . _ _ , r- _ . 4 - -_ .T SB I . _ - T -. _ .t r _. _ T_ _. i I . _ _ _'l r ._ _ . _ 1 r __7 _._1 f I „ q. • y O \\ \ • i 1 I I I + \ A I O A z n G O O O vii °a w4 __... 15 N • VI n�0 c W � ; ,y ` I Jf N � N N III N Jl 9Y. Q I 1 \ R \ Z I � O L _ J y* 1* I- i p OE l5 t4 O / f) Z BZW L L - --JL---JL_ J L_I_J L--J I / � aZ c b p 056 O I O O O O O O O 6 � oz -° v 5 18 mL- 0 c� U r y y yry r -I W p � LJ VS 0 .il pT p I i P, 1 7 Z L z i- -- — LAJ o I n vi v1 �, u�5 4 I I LY 3 _- I I I N M ZZ55 � bL o cj r--� r r --i r -- -1 r _-- -I r --I r-- ty I I I I I I I I I I I I I I V � �- �V/-- --- - - . 15o, m L__J L _J L. _J L_L---JL_L---JL_L---JL__-J O r � m 0 JO J L Z B - - O E Q Zp 3 15 m Z IL a lu m m I`o c� U U O O m 'o SIM `Y J — G f Q O Q 2._6.• 19 2 -6 11 11 2'_6... 2'-6" nril ` P`o I __ _ __ 1 __ _ 253* 1 S6 13•1I -K_ _ _ _ _ __ ___ __ __ _ _ _ �_ I ; 15 I R - - . , 5 S6 O 66 rSIM.12 L _J I L--J 29 L--J 12 L- J mI___� S6 512 6S8OE __ —_ __ __ / JSIM S6 6 6-- - O.S.F. PILASTER O.S.F. PILASTER BELOW BELOW „ ❑6 C7 08 10 11 1J 14 15 j n of SPANDREL ABOVE a' SPANDREL ABOVE SPANDREL ABOVE SPANDREL ABOVE O.S.F. PILASTER �9 ° 12 Il o ' BELOW PANEL BELOW O.S.F. PILASTER 27•-8•' 24'_0' g _p• 23'-0• _2,4'-O 47 4— _. 23'-�• — 0• 6.. BELOW PANEL BELOW 0,-6•, 00-_. - - - 24._0.. — _ - -.358.. 24'-0' 0'-6' 0.-b' - --- // — 37'-0' 20, 0" — 37'-0" `'-9'-8".. FOUNDATION AND ROOF PLAN FOOTING SCHEDULE KEYNOTES LEGEND 1. 5/8" PLYWOOD O' e O 2. 2x6 ."2 DOUGLAS FIR LARCH SUB PURLINS AT 2'-0" O.C. WITH F26h' SIMPSON HANGERS. v KEYNOTE 3. 2-1/2 x 15 (24F-V5) PUR'_IN AT 8'-0" U.C. F— I 1 t 17T! -7 , • MARK LENGTH I WIDTH I DEPTH REINF. - LONG EINF. - TRAN REMARKS WITH C=1" ANG SIMPSON HWU HANGER, TYPICAL U.O.N. -- GRIDLINE A -6" 5'-6' 1'-0" 6 5x.5-0 8 5x5-0 4. 21/2 x22 I/2 (24F-V5) PURLINS 8'-0" O.C. G=1-3/B" ••<�'+�+•• •�•'n' 10 B 7'-0" 5x6 -6 WITH SIMPSON GLT +ANGER. a V 5. NOT USED. �.l C 6'-3' g'-J' 1'-3" 6 5x5-9 6 5x5-9 PJ PANEL JOINT B. 2 I 2x15 24F-VS DRAG STRUT WITH HWU HANGER NAIL 0 10'-6" 6'-0" 1'-0" 7 5x10-0 f2 5x5-6 / ( ) ` E 10'-0' 5'-0' 7'-0" 5 5x9-6 11 5x4 -6 TO PLYWOOD WITH DOUBLE ROW OF 10d SHORT O 3. O.C. `— �./ , 9 5K7 -6 9 5x3-6 7. NAIL PLYWOOD WITH 10d SHORTS AT 3"O.C. PANEL F 8'-0" 4'-0" 1'-0' 44G 7N 13K INDICATES STEEL TRUSS GIRDER -_ 14 10 - EDGES AND 12'-G" O.C. INTERIOR SUPPORTS. j G 20'-0' 6'-6" 1'-8" f2 6x19'-6" 21 x6'-0" I B. DOUBLE ROW OF fOd SHORT AT 3" GIRDER FIRST + 16'-0" FROM WALL. 75 PANEL NUMBER I-� 0O 9 6 6 � 9. SIMPSON LSFA JO AT 6'-0" O.C. SUB-PURLIN TO SUB-PURLIN S / I AT FIRST PURLIN ONLY .J L. a 10. SIMPSON ST6224 O FIRST GIRDER BM. W/(10) t6d NAIL EA. SIDE (20) TOTAL 1 VIII + I O r00TINC DESIGNATION SEE DTL 5/S6 . O _ 11. 402 No.2 DRAG STRUT AT PILASTER WITH LUS HANGER, T P'6 o SEE OTL 15/S6. 12. P.T. 4X6 LEDGER, SEE DTL 12/S6 26 " SPOT ELEVATION .c++ ,.4Q ,,,,,,,,, NAILING AND STRAPPING PLAN 13. NnT USED 14. NAIL GIRDER W/ DBL ROW OF 10d SHORT 3" OC 25'-0" FROM WALL 294095 15. P.T. 4x6 TOP PLATE SEE OIL 3/S6 PLAN CHECK REVISION/CONSTRUCTION SET 8/31/94 P + 1994 A1.' M1CHURLMTI ED ',I I/ II ,'�;I I #, I,a ,l, I'j I# ISI ' '.'� 1MQ11 r ', I .� .' I I 111 ("10, 1111 �'�I L' 11�,�0hI.I �� CL , 1 1 220 v) 17 J. 6 Ll y 1 S6 `JIM. S6 i _ $ Skf. PANEL. 5 ' 1 _ .. -. __._ �___._ _ SEF PANEL 5 -- ----_ — : a . w - -' _.._ __ -._ ______ .:31 f F'P.Nf I :' '.[F PANEL 5 �Q ' i _ _ _ _ ______.__. s4 . ,, - 13 tA c ves 1 � W ZLAJ lie v. c U Ld C7 D EAST ELEVATION _ PANEL THICKNESS = 6 1/2" 1/8" z r � (f'j A E z :D Z LAJ 2 `, 1 9 5 ('� 2 I 5 12 2 1 a F-- z Y 9 _ ; L`— O cw I > W SEE PANEL 12 SEE PANEL 12 M I WLi > �. ry 04 2 a 22 - -- 1-27 ® S S5 L`J l-1 ;c PANEL THICKNESS = 10" SOUTH ELEVATION_ i PANEL THICKNESS = 6 1/2" 1/16" 1'-0" 0 Q U.0.N Q � 0 / LL 1 4 (5S5. 2 _ i 2 y S6 `Oi LL N J ---�- - - - - PT till 17 a- - ---_-_ _- - CLSEE PANEL 14 - SEE PANEL 12 SEE PANEL. 12 SEE PANEL 14 r SEE PANEL 14 SEI 'ANEL 12 - I � 3 � - � r 2,-F.. - + 12'-6" 2'-6 A S PANEL THICKNESS = 6 1/2" rr� PANEL THICKNESS = 6 1/2" � - -- - - - - - -- - - - - - - r] 2 1 14 2 15 16 17 0 19 WEST ELEVATION KEYNOTES PANEL THICKNESS = 5 1/2" 1/8„ = 1 -°" 1. #4 AT 1'-0" EACH WAY AT O PANEL. U•0.N 2. (2) #5A, OF PANEL. - 3. (2) #5 AT OF' PANEL EXTEND 2'-•0" PAST OPENING. 1 4. (3) p5 E.F. EQUALLY SPACED. 5. (5) y5 E.F. EQUALLY SPACED. 6. (6) #5 E.F, EQUALLY SPACED. v _ 7. (8) #5 E.F. EQUALLY SPACED. 8. (11) #5 E.F. EQUALLY SPACED. 2 9. (3) #5 AT q OF PANEL .4T CHORD TIES, SEE DETAIL 16/S5. 10. (4)SETS OF (2) y5, (8) TOTAL AT OF PANEL EQUALLY SPACED. 11. PILASTER, SEE DETAIL 17/S5 FOR REINFORCING. 12. #5 AT 1'-0" O.C. EACH WAY AT OF PANEL. 13. 4) SETS OF (2)#5 (8)TOTAL O PANEL EQ SP. _--— 14. �3) #6 O EMBED SEE D TL 10/S6 all - -' SFE PANEL 12 SEE PANEL 12 i SEE PANEL 12 S[_L PANCL 1 1rw su i. Cie ♦ Kti'�1K - r v S C: v 1 ED 10 11 Q NORTH ELEVATION 294095 �, rErNcrMTEFa� 7a?7I� ,,,, PANEL THICKNESS = 6 1/�" 1/8" = 1, -°" � -. 4 IIIJP W 0717 t&UP 04 0211 .7� PLAN CHECK REV'ISION/CONS�TRUC,TION SET 8 31/y�� p 71994 MICAdFILMED I 7 mm- (MM � 4 MADE i IN � CHINA I IN -ROOF HATCH _� IIA 1 BAR RAII S A..y. - 1/8" HADiUS 100110 EDGE x 2" �.�] Fspt/! . r3.i +�.f.,Al r'..', . ' • _• ___... 5/49"0 x 18" LONG SMOOTH -DF:FLfCfION CONN, i. TOP CAP 1X6 / % 4' u'. !+ DOWEL AT 2'••-0" O.C. I fOP CAP 1X6 I EYTE-Ny OWL STUD FULL. LENGTH l r• /•' r SE . -- -EXTEN I STUD FULL LENGTH MAY 6 -0 O AT CORNERS �Aw CUT 1/8'1/8' x ? GREAONE ENDR U� E,Jd11L'r >< •/. , . . ,, t- st w AT POUR STRIP USE #4 x 3 -0r, MAX 6 --0 OC Al CORNERS 1Ti1GKNESS UO NOT GREASE SIM. CONDITION PROoVIDE 1 + <J tt ( ) EIIOCKING, FOR /vox, :.ADDER, TYP. Trp.^- _.__ - L"ONCRETf SLAB - SEE 4 < ,_._.___. CONCRETE SLAB •- SEE Iw,�? j, ( IT -._ - V,PIAN FOR THICKNESSPLAN FOR THICKNE5�--- TYF'ICAE 5LAE3 REINFURCE:MEN1 �( 0 RUNG TYP. - - �_' _._ - kU PL WOOD A, 4` 0 1 yA C • tY < SEE PLANS t - -5/8" T&G PLYWOOD _ 11" _ - -- I �- /a' TYPE 'X' _ x10 • 1'-4" OC a 5 2 5/A" T YPE X' -`'-2x10 O 1'-4" OC GYP. BO., TYP. #2DF-L a k GYP, 8D., TYP. #2DF-L GYP. 1/4 J APILLARY BREAK - `x--5/8" GYP. I W N �--•CAARSE GRANULAR BASE _ o I -, � • -SLAB REINFORCEMENT SEE PLAN FOR SIZE DOWELLED JQf� �(,}jg�GTIONS: --- II 2 x 4 AT 1'--4" O.C. 2x4AT1'-4" 0.C. Ir T W/ POWDER DRIVEN L AND SPACIA„ 1. DOWELS ARE TO BE SAWN (QP IF SHEARED, GRIND ENDS __ GA TO RFMc�VF (1FFOf1M!TIES . PLATE ��x 2'x3' _-_� I -PT k' W/ POWDER DRIVEN ANCHOR O 2'-B* �G 0 Z WITH 112-0 EXPANSION (I ANCHOR O 2'--8 ANCHOR' j/1 _ ONCRETE SLAB O ANCHORS -- - ,,----CONCRETE SLAB ---_ � _^ _ ! , CONTROL JOINT ��2 CONSTRUCTION JOINT — a RAIL FOR TOP OF ELECTRICAL RMr_5_' WELD EMBEDS/CONNECTIONS --- -- —----. ____ LADDER FOR ELEC. RM / 3/4"=1'-0" 3 _. ---- -- 1/2"=1'-0" f+ Ac iN:,f.RUGiIGV�: RL.vAF. TO bF ti',.'aw A7Go r'-4. �;;�ri iNIG'n.NtSti 3 4 J' SEt PLAN FOR THICKNF �� -- --____-- 4 � o 1- 314' 3/4' CHAMFER TYP. I ._ L SEALANT �---CONCRETE PANEL. �/� SEE ELEVATIONS �) 1 - BACKER ROD NOTE: Dom+ AM6 - CONCRETE PANEL 2" CLR. 2" CLR. " ,� V PLACE CONNECTION 1 -0 "j n TS 6 x 4 r 3/16 _ --1 FROM EACH END OF PANEL I z ~ j C� • 4 31/2" WITH (3) 5 x 3'-0" A706 ALUMINUM BREAK _ " x 4" x 1'-0" �. °_ BARS EACH E, EQ. SPACED ----DOOR JAMB, ANCHOR? -`EP C z c U DRY PACK AFTER WELDING L �' , J MANUFACTURERS m I,1 c7, • IJa a' �—, RECGUMENDAT10�tS E • �/ r---P :LD ROD AS REQUIRED r-4x4 COL W/ SIMPSON AC4 CAP JAMB AT T.S. COLUMN J r� do AB44 BASE > (� I E W pL=- EMBED A ` 1�"� --OVERHEAT; DOOP z z ti �\ ". 1/4 3" ° IL' }�" x 1'-0" x 1'-0" WITH (2) �', �" x 4" x 1'-0` c 1/2" CHAMFER � � \ .I + 3•1/2" • ,,,; WITH (3) r15 x 3'-0" A706 ABOVE � F-- (� ° BARS EACH R, EQ. SPACED xs DOOR ARMOiR Li L2x2x5/Sx5" LONG c u Lw w EMBED 'A' << v --- STD. HOOK Q J v U 2 - NOTE: PROVIDE CONNECTION EQUAL'.Y 0 4 0 0 -CONCRETE PANEL SPACED AT 4'-0" O.C. MAXIMUM -- "" 1'-0" ABOVE FINISH FLOOR _fU " FOOTING, SEE PLAN 1'-0' BELOW TOP PLATE - JAMB Al PANE_ I _� _ _ SHEAR CONNECTION AT FOOTING 9 C=ANTER POST _ 1Q ROLLING SECTIONAL DOOR s , PANEL PANEL CONK. 8 = DE c RNER 90 DECREES 3"=1'-0" S5 1 1/z"=1'-0,. S5 =1'-0" hC'E: -SEE PANEL ELEVNTTONS FOR REINFORCEMENT AND THICKNESS I J -SEE EMBED DETAILS -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL I Q I TOOLED EDGE TYP. --+ c — 3/4" CHAMFER TYP. EMBED 'Q' 3" 1/4 Ca-' 3/4" MAX SEALANT R 3/8" x 2" x 4" U � /2 / BACKED ROD i ,irn INSIDE FACE -_..._.r.. _.. . -- - --TOOLED EDGE 1 MIN. f CONCRETE PANEL �--- I 1 112' • - ° ° i (�-- -- -4 x 12 DF-L #2 HEADER `r s • I OUTSIDE FACE \� -CONCRETE PANEL __ -- BACKER ROD- .✓" • • �• • • • w \� SEALANT ----+ I �\- - - - --�c-- -_ 1. • � �-_� _ - • - • >I Ile EMBED 'B' I - - - -- --- -- -- __._ OUTSIDE I / / I 1/4 3" 1/2" CHAMFER TYP.—- I CLR. 2 N j \ EMBED 'B'-- I I - u CONCRETE PANEL R J¢" x 8" x 8" \_OUTSIDE FACE OF CONCRETE v L 2 x 2 x 5/16 x 5" LONG WITH (4) ;1("0 EXPANSION PANEL a ANCHORS WITH 3X_ MIN EM14ED wn �- EMBED 'A' AND (2) 5/8"0 M.B. THRU BEAM NUMBER OF REINFORCING Q BARS VARIES, EQUAL SPACING p V) -SID PLATE X" x 6" x 8" p '/4" MAX. WI(2) NOTE: PROVIDE CONNECTION EQUALLY �"A M.B. �- ----- ---3/4" REVEAL 1/2' MIN. NOTE: PROVIDE CONNECTION EQUALLY -- SPACED, AT 4'-0" O.C. MAXIMUM SPACED, AT 4'-0" O.C. MAXIMUM --•--BASE PLATE }�" x 3%' x 3%" - • 1'-0" ABOVE FINISH FLOOR TO 1'-0" ABOVE FINISH FLOOR AND - - 1'-0" BELOW TOP PLATE 1'-0" BELOW LEDGER 1 - .- PANEL / PANEL CONN. _ 12_ INSIDE CORNER — BUILDING B 13 HEADER ABOVE ENTRY ,4 I_YPICAL PANEL LEG REINFORCING Gu' DE CORNER 90 DEGREES — - 3"=1'-0" NOTE: -SEE PANEL ELEVATIONS FOR KkINFORCEMENT AND THlCKNESS3" = 1'-0" ' __ — 1 1/2"-1'-0" '' NOTE: SEE PANEL ELEVATIONS FOR REINFORCEMENT 1 1j2" = 1'-0" 1 NO'E -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS -SEE EMBED DETAILS SEE EMBED DETAILS = - -SEE EMBED DETAILS -TOOL ALL. INTERIOR EDGES OF CONCRETE PANEL -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL <Y �--6" 0 GAI_VANIZEL' POST `� --PLACE � k 24'-0" _. c "�� n" `---Q2)1!µ Z O� DRYPACK AF1ER WELDING - TEMPORARY FTG. -114 A1' 12' C.C., E cam, a �_ 2" MIN. (10) Ne w AT END, TYP, X - E" CONC. PANEL y _ I ['J 1� 1/4 5 a I - -- - �--- 3 TIES 6" OC #4 AT"1 -0" O.C. HORI7_. tg S5 SIM. CHAIN LINK FENCE 55 �r a �1 r 1 I a THICKENED (U _ 13 SLAB EDGE II I 0 e dam" W 10 HOOK Q —__ ___ L•- - 'I • w ROOM FINISH 6" cwp SLAB C R •. 8 7 TRASH AREA TYPICAL '�--- 6" COA�PAC CR f. • EXTERIOR •+ /---0 # ` I 'k-- ' ROCK d I m , .• d d �_ \ ° 113 TIES 6" OC CONC. SLAA WITH AT 12" C) o 0 113 AT 2'--0- O.C. OVER I 19A SECTION �^ 1'-0+ . , \ -( ,1H "> N len 6 CRUSHED ROCK BASE IgA S5 , - _ ,-, x �,�y�..gs•c • a• •. < — EMBED C EA. SIDE ^ I w 2'- c 1 1/2"-� 3 .10 /5 CHORD STEEL EL.E"ATtON SECTION •. - CLR_ TYP. _- { `v ° - 1K4 4 — I SEE ELEV. •� ` --EMBED 8 EA. SIDE r Z► -3 L 3 x 3 x 1/4 " w•' ''w 5" I" ---- �---- - � 7•' 1'-6' �, r RE CAST WHEEL SOPS L7 r •' EMBED 'B' T 1 EA SIDE ifS �n 'I T EMBED C -- --ALTERNATE TIES -- H _._i� EA. SIDE Ile 0. NOTE: PLACE CONNECTION I -- --- - -(2) #6 x 4'-0" A706 REBAR PUN 11 - - a 0 2'-6" BELOW T/PLATE ME MIN. S SIM OP LEDGER PLAN q TYP. CHORD SPLICE —1-171,777_ 17` ENTRY PILASTER _ 18 PILASTER AT FOOTING 1s TRASH ENCLOSURE - - -- ---_—_ -- �g,�0� t7r TFc►+c.chTr-p on �a:�a sJ - ---- --- l"=1' -O" 5 - 1 1/2'._1' O" BUILDING A_._._.-.... } 1 ,I, 000.%,,,,WPA.o233PL' AIS' CHECK REVISION/CONSTRUCTION ,SET 8/31/94 esmv! _ - P 0 71994 MIC OFILMED i � � e Iii IIS I � iii � i Iii III ISI i t ill i � iii l i ill I i ill I I lil III I I III I � I 1 � 1 I I I I � � .� I � � 11 F18FJt— c1L.AR M1gE IN CHINA IN ! ERECTICNV 801 )S' AS Rl Q111HLU 6001 ',HFA 1HiNG, iI I_ PIAN!, 4 1 .y -_-- PARAPET A T SIM. CUND. �.. �, .-----»---•�•- /_ BI OCKOUT IN EACH PANEL to S" x 8" x 4f¢" OfEP (O SIM. wjk �~ ''� owc Elrl•u — �,, t<�,atrk r� � tiN�1,ry �t j1 KILL) 10 I� 6 GOND 10" X 8" X 4 V6") - DHI KOW OF l Uci Sf 10R f 4 d►; s If �!`f o+et r /4 C7 r- �' l�" x 4 " x 1' 0" 6" ` O 4 OC S 1 AGGI RFU r 5xMxhx0' a" W/ (2) ( ol n *x?4 D.N.A. & }(0x4" H.W.S. _ ._ •r, 6. I _ �i '� • " �, _ '' `O CONTINUOUS CLEAT I LYRAPPiN'o PQMI ,. • 0• x 3U' �-�, I I C r, .Q 1. 2 114" 1'-6" I - - 4 x P.T. TOP PLATE r,` . •4 ,: = p Q #'3 x C_� )CO A.B. O 3'-U" OC I = � .r ' + HAIRPIN TYP. COUNTERSUNK W/ MIN. .`," EM8t I)MF_NI- 4 1�:" - ' ----PANEL JOINT I SUBPURE.!r4 -- SEE FRAMING PI AN -- — — — "- FOR SIZE AND HANGER i � �" • � ��• x 6" x 6" SIABILIZER R H _ DO NOT WELD BOTTOM Z �� CHORD OF JOIST GIRDER TO STABILIZER R O " -CONCRETE PANEL_ _____�JL W PJR1 W., x 4" x 6" -- - -- -- SIMPSON HAmG1rR Q t � ` '. --STM TRU:: G'IR CR < !ro 4 Jc spot (a) 1 4 -- --- -R J!" x 3" x 8" ---------,--PURI IN ® SIM CONDITION `Y- -- - ----- -�r-_ ------ -- W/(2) X"0 x 4g" N W.S. r2"*�TRUSS BEARING AT PANEL CONN. SUBPURLIN CONN. AT TOP PLATE 5 PURLINS TO TRUSS GIRDER AT GIRDLRS ON PANEL JOINFS ONLY 1 1/2"-1•-0" ' -'--'6x6 W2.l xW2.1 WWF EXTEND -.,h 1'-0' BELOW AND BEYOND O SIM. (� r �' ■ T4' +sotC , 1n. XM THE SIDES OF THE BLOCKOUT TYP g _<CONDIT. 4 1 • waT CONTINUE. ABOVE O SIM COND) 1/4 ( K 2" ROOF SHEATHING, SEE PLANS DESIGN TRUSS GIRDER FOR 40K ? r / ----LEDGER O SIM COND I 1 N r , - _,�-- 3x NAILER, SEE DETAIL 5/S6 TENSION OF COMP APPLIED TO - -i , V Q W -�— / ,r------ ----ROOF S1•'EATHING, SEE PLANS - ONE CHORD ONLY ALONG GRIDS 5 BLDG A (2) HD 10A HOLDOWNS I V U ERECTION BOLT AS REQUIRED W/ A"m A307 ROD 1 4 9• SS -3x NAILER, SEE DETAIL 5/S6 _-T.�, - -�.�.-� A' / — W/ 4 �(N3'-O'108aE� Z � Z TRUSS GIRDER SEE PLAN ` Q Q • "��' � LAG SCREWS 3x NAILER �`h- Z 4 x TOP PLATE SEE DETAIL 5/S6 SEE DETAIL 5/S6 1/4 2" I J V / t11 SEE DETAIL 4%S6 TRUSS GIRDER II TRUSS GIRDER 14 R �x4x4 O Z =U _ L5 x 3 x )¢ x �'-3" L S5 �,j,. --..— r--yy 4 '0 x 2x' DBA AND 112" 7 im O N 3) ua, �3) / x 4" H.W.S. I �' �" x 8" • x - (2) #6 X 3'--0" t - _ _, - 3 L2X2XJk X0'-10" EA. cs 6) EQ SP '1 t '_ i SIDE AT SIM. CONDIT. - -- -- - v _-+ �^ �ORAG STRUT U 5/16 SEE PLAN-/ \ 4x10 BLOCKING 3'-0" Z PURLIN BEYOND (PURLIN 1Nr-41 Lwl LONG W/ (4) ROWS L 4x4xx0'-10' W BOLTZ -- - OF 0 BEAD OF x Qf ERECTION AS REQUIRED FRONT NOT SHOWN) __-1_ � -� O (2) /5 x 8'-U" BELOW BLOCKOUT 000 - - — --- - O O O 3M 5230 GLUE _ — T (ABOVE k BELOW BLOCKOUT ih - �_� -- I W Sx 4) )j"o PANEL 2-0* DRATHICKNESS SIM CONC) ( 000 - ------ 000 1/4 1/4 4" 1,/4 � / O _- - - -- x 6" x 6` STABILIZER R (" x 6" x 6" STABILIZER 10 FOR WWM SEE DTL 2/S6 - DO NOT WELD BOTTOM 1/4 �' DO NOT WELD BOTTOM I I S6 I `• • _ -�-=- ----� CHORD OF JOIST GIRDER TO CHORD OF JOIST GIRDER TO STABILIZER R STABILIZER R I I SIMPSON HOLDOWNS1- - • •. R }�" x 3" x 8" W/ (2) -- SEE PLAN FOR LOCATION -f --`� }j'0 x 4�' HEADED $i UDS -� ELEVATION AND NUMBER SPECIFIED 2' I �- .'." - CLR C,'LR 2" I —1 7FOR ADDITIONAL INFO FOR ADDITIONAL INFO s— , I COLUMN BEYOND SEE DETAILS 10/S6 & 14/S6 SEE DETAILS 9/S6 & 14/S6 CL LR • - T�"�_:L�'.-�_�y� --------------CONCRETE PANEL -+-I- V_ 0 1 >� TRUSS GIRC�E1=� TO PANEL CONN. 7 TRUSS GIRDER TO COLUMN 8 DRAG STRUT AT TRUSS GIRDER 9 DRAG STRUT AT PANEL CORNEA ,o DRAG STRUT AT PANEL CORNER v 1'=1'-O" 1 , 2"=1'-O" S6 1 S6 i 1/2'R1'-O' S6 S6 / J Q _ 8 10"x8x4X"- J ---)("0 ITW RAMSET TRUBOLT � FOR DRAG STRUT & PURLIN DEEP SLOCKOUT PANEL REINFORCING Q WEDGE ANCHOR W/ MIN SEE PLAN SEE ELEVATIONS � U }- 39" EMBEDMENT INTO CONC ( '� SPECIAL INSPECTION OF NAIL DRAG STRUT WITH GBL SOW —EXTENC COLUMN REINFORCING INSTALLATION REQ'D —FOR NAILER SEE -- --SIMPSON MTT288 TENSION _ DETAIL 5/S6 OF 10d SHORT AT 3" G.C.-% ° STEEL. LEDGER TIE W/ (1) ROW (10) 16d = _ = ROOF SHEATHING- NAILS, HEATHING NAILS, SIMPSON MTT TO _ 'r 10"xPANEL WIDTH X4�" OCCUR AT 4'-0" OC TYP --(- •d .0•. I iv a t ,.. . \ 7 DEEP BLOCKOUT ` ROOF SHEATHING. SEE PLAN SIDE & EMBE ° �i .- O SEE DTL 15/S6 • 1 FOR SEAT R., ANGLE O N SEE DETAIL 2,'S6 \ 1 112" 3" - - o ox5" r B' M WITH (2) ('• M B. • I FOR PANEL REINF. 0 0 PILASTER BELOW I SEE PANEL ELEV. O o SEE DTL 17/S5 SUBPURLIN, SEE PLAN FOR REINF. a _ a 3 114" 3,. ---6„ 3., / !� h" x 5,14' x 8' - -ti MIN. EMBEDMENT 4x DRAG STRUT wITH (2) �('� E" H W.S. N INTO CONC. %I / SEE PLAN P.T. 4 x 6 LEDGER x 10 x i'-2" o o - WITH 3/4"0 WEDGE ANCHOR �- SEE DTLGE2 S6 W/ (4) %"0 x 4" H.W.S. w _ AT 4'-0" O.C. / V4 9 FOR ADDITIONAL INFO SEE DETAILS - -�� - -�--FOR COLOWN ,RE:\ ORC:'.�. 9/S6 & 10/S6 SEE DETA!_ 18/Sc `A�-, _y 12 SUBPURLIN TO PARAPETr,3'NNDRAG STRUT � ENTRY �% DRAG STRUT AT PANEL CORNER ,� DRAG STRUT TO PILASTER S6 ------ -- 1 1j2"=1'-0" 6 1"=1'-•0" S6 1 1/2"=1'-0" �6 BUILrOINGS A ANO B (3) #3 TIES REVIS ON 1' 0" MMN 6" AT 1 1/2" 0.C. t� 0.QSiNC R x 4" x 10" -W_ NOTE: FOR PLACEMENT OF J 0 ° WITH (2) �( 0 x 6 H.W.S. . ` " " o o CONNECTION, SEE DETAIL 1t ;�SS `a ti 3 1/2" 5" 1 1/2" c /� (2),/6 x 4'-0' (A706' -L2 x 2. x )6 x 0'-5" �' " x 4" r 9" w f 40RD REINFORCING i FOR SPANDREL_ REINFORCING #4 AT V-0- O.C. HORIZ. W/(2) X"0 x 3'-0- � z 0 SEE P.44EL ELEVATIONS Ir, SEE DETAIL 19/S6 -7 W/ 10 HOOK EMBED B a D.B.A. AT 4�" O.C.• L`' / (O SIM CONDT USE 0 D.BA. W/ HOOK C:) Q 114V5* Trp. EMBED 'C' �2 6 -�/� \ " 41tS CD ° ° v ° _ �Y r r --FOR PANEL REINFORCING 1. ■+ mac, 1 t r' N I '! SEE PANEL ELEVATIONSru i r p . , \ 1 � v N 1 1/2 —� — � - -- r,ti't�:('lr." � •it:•`.rTlr. w •.,} _- 2 *•\ T CLR. TYP. ° �_ .•c_ s o rn ._ -- --- - - - v bi 3 0 _- ----,�3 TIES AT 4" O.C. - ! - 1 c�1T'w' a"K`"w�im1 '?+ w'i *40 �. _ i FOR TIE SPACING • R �" x 10" x 10" N SEE DETAIL 18/S5 - - - SPANDREL BELOW f__—._.�g) v 1'-0 b" S"Er' l7 WITH (2) �("0 x 4" H.W.S. EQ EQ -- FOR PILASTER SIZE AND _ _ 1 4 to' (6) X17 ---ALTERNATE CROSS TIES � M N N 1�4T T"- „ REINFOCING, SEE DETAIL 18/S6- 1/4 5`- �D x5X" x10" w V2- 14" \ S 6 WITH (2) "0 x B" H.W.S. " " " CLTYP. T J '4 -� - L 2 x ?. x 3{s x 6" LONG (2, l3 x � x � x 0'-8' / AND 1 5 A706 BAR WITH ( ) IM • PLACE CONNECTION STD. HOOK 1'-6" BELOW TOP OF " V-0" x V-3" SLOCKOUT u ° ��, • PILASTER & ABOVE SPANDREL DRY PACK AFTER WELDING — - - ----- � SEE DOTAILNI�S REINFORCING 8S5 EQ _.N & 4'--0" O,C ELSEWHEr'E 20 CHORD TIE AT PILASTER SPANDREL -- - . SPANDREL AT PILASTER __ "_'_ 0_18PANEL CONN. AT PILASTER ss - -- ____--__- _ _ -- 2"`,' p" 294095 rK1ER /�7� �17g A^ -_.-_-__ 1 1%`/...- I' (I' «»*,4"2AW-'br "' - RI�CTION SET ; 31/9 ___ 112"=V-0" �, „a ,S PLAN CHECK REVISION CONS � ;[11 0 7 1(19 11 MICROFILMED ; � � � � � � � � ► � I � 4 �� � � � , � F["— GLAW MADE IN I CHINA IN