Loading...
7051 SW SANDBURG STREET-7 n �- 470 N1 1 3 L J R 0 _ v: 7 r .� � � s 0 C> f�oo z "b_ w VC t00 c :� « ar. Cl ❑ ❑ ,,, p 0 z (D z Do Lu L — -- — ----- - cy-Li r� m Q G � � r-- I O i AS REVISED FTS PERMIT AUGUST 19, 1994 c 0 1 �- z W ?� WQ � Cr SYMBOLS AND REFERENCES ARCHITECT INDEX OF DRAWINGS _ Of Portland sECTION MACKENZIE/SAITO AND ASSOCIATES CS COVER SHEET O BUILDING SECTION KEY MARKS A7 SHEET # 0690 S.W. Bancroft Street 0 X Portland, Oregon 97201 CIVIL DRAWINGS v W 26 P.O. BOY 69039 SECTION Portland, Oregon 97201-0039 SDI SITE PLAN [] 9 SDS GRADING PLAN SD3 UTILITY PLAN z � 2 Phone: (50.3) 224-9570 SD4 ER❑S10N PLAN SECTION KEY MARKS A3 SHEET —If Fax: (503) 228--1285 SD5 SITE DETAILS i DETAIL, CIVIL AND S"r1 h"JCTURA�L ENGINEER � _ _ 010 -- — -- ARCHITECTURAL DRAWINGS I Beaverton /i/ DETAIL REFERENCE MAkKS A7 _ SHFE MACKENZIE ENGINEER INC. Al FLOOR PLAN A2 ELEVATICNS 0690 S.W. Bancroft Street A3 WALL. SECTIONS L I7j r Portland, Oregon 97201 A4 DE AILS P.O. BOY, 69039 I Portland, Oregon 97201--0039 CODE ANALYSIS Phone: (503) 224-9560 STRUCTURAL DRAWINGS Fax: (503) 228-1285 0 STRUG7SlRAL N❑TE3� l]UNDATIgIT g 1�0F FRAMING �'._AN BASED ON STATE OF ORFGON 1993 EDITION S2 PANEL ELEVATIONS STRUCTURAL SPECIALTY CODE S3 DETAILS 1991 'JNIFORM BUILDING CODE S4 DETAILS Tigard I OCCUPANCY H2 - OFFICE & WAREHOUSE BUILDING / WORK IN PUBLIC RIGHT OF WAY __ C014SIRUCTION TYPE TYPE VN SITE / � - ALLOWABLE FLOOR AREA 8,000 Std, F-T, C. PUTaLIC DRIV Y & STLti,M gv>d>trQ eFr C3 �416IL' �,ls & XM AREAINCREASLS SEPARATION ON 4 SIDES - 100% INCREASE = 16,000 S.F. ' (MIN, YARD 43') x SPRINKLERS - TRIPLE AREA (16,000 X 3 = 48,000 S.F.) z -7 TOTAL ALLOWABLE Ft OOR AREA 48,000 SQ, FT. ( Lake 08wego ARCHITECTURAL GROSS r REA 33,440 SQ. FT, '. "i7 (USEAhLE AREA FOR T',LF, CALCULATION = 31933 S.F.) PARKING PROVIDED ,t -HANDICAPPED 2 Tualatin LAR 42 t TOTAL UPARKING SPACES 44all f 0 THE BOILDING IS TO BE 100% FIFE. SPRINKLED, a SITE DATA A - - - - ---- - _ --- -- - _ _ BI"!.DING HEIGHT 29'-0' r%1 j FLOOR ELEVATION VICINITY MAP — �— — — BUILDING FOOTPRINT 33,440 SQ, FT ce N f ; SITE AREA 2.1 ARES C 00 294 t T 701 1 u� AS REVISED FOR PERMIT - AUGUST 19,1994 mic'RU"FILMED 1111111 11111 ' Jill 1111111 11111 i 11111 tli 1i 11111 i 11111 i 1 ! I Ili I 1 1 ! 1 111111 I17d�- (llJ1s MAOI IN CHINA IN - .. ..- . -- ,. ... !!�+ +�,-,. -.....-, -: .. ,,. -._.:.,. _. -_ _- xa.':ntaw.�aFii`i'y 'rr•';'Msze=;-..xx -.:,zr--,:- .. � + r1 < x. PROTECT EXISTING TELEPHONE------- a' ;ry AND POWER FACILITIES o a a ' Q. 265'�" :r ' -. V4 o in r E X;ST;NG CHAIN t I 1 ENC I ' , w +r » i4U,29S c'' 33' Wfid 1 �` LAJ ul S.W. �ANDBURG ST. /� - z r 3j w N 16 W i 12 r t�; / 28'-0"10 f v "' c S C / < < i _1 \_ t j i < / / 2 .... .rci - / /• / /�- / / AFDC I .,...; `. .c' ;•,•-��•' M:' ,1:;,<',. �... .. .y. �/ / 9 / 9 / -•--I! / 9 i << c,4 -~ J/1 ,�;` 7► < - —< .�100 L - - .�_ _. ,� _ .�oll % --<<- -.� _ / TRASH d d _--111.._ ( �EXlST. FIYDRANT R ¢<< LEG/ 10, R RSR- 25 25 ( 25 30 25 25 30 2525' BAY- ' 1 ,-� Q ct Z ✓� y i \ 254 ._ I � �� .;r _.� cj �E \ I m w I I I w 3 Z V) rJ DRIVE INCL I 00CL v� 2 I ao ; I r 249 - ?SG I I \ , In - - - - - 1 � ens \ �, i 11� � ��•.' BIKE RACKS INS�Fi?.E - S E DRIVE !N DRIVEtN,, DRIVE IN ',\ bRIVE IN +-UP D &5 DRIVE IN ,, VAN _ O 9'- 9'-0' LAJ - - r I 32 I I I I J I of ° 51to I 7 2i N 341,,'8 J a I o w V EXIST HYDRANT uj 1 � I a ►- cv AY all .10 is Pi AI . SS !SCJ t •''i SITE PLAN SITE DATA KEYNOTES SITE 88,070 SF 2.022 ACRES ,' 1. ROCK WALL - SEE DETAIL 6/SD5 04'50t71v 1'=20' �`� �, ? 8- DIA BOLLARDS - SEE DETAIL 12/SD5 T+QN BUILDING 33,440 SF- 37.97 % (TIF 31,933 S. aos c LANDSCAPING 19,074 SF 21. 70 J � f 3. FUTURE ASPHALT PATH � PARKING X44) .SPACES 1.23/1,000 SF I 4. RAM UP WALKWAY SEE DETAILS 2/S05do 8,SD5 ._.� 5, ACCESSIBILITY SIGN - SEE DETAIL 10/SO5 1S 3; 6, HANDICAP SYMBOL - SEE DETAILS 8/05 do 9/SD5 7• REMOVE EXISTING CURB CUT. Sol 8, NEW CURB CUT TO CITY STANDARDS,(.,SEE PUBLIC WORK DRAWINGS.' 9• DOWN SPOUT - SEE DETAIL 11/SD5 d d d d 10. TRUCK OUTLINE 9 �2�, -WALWTEG-SITW/FAS-PkALT CONCRETE END OF ISLAND - SEE DETAIL 13/SGtS - SEE DETAIL 2/SD5 -- c. A N 1 SDI to i, C) W L• ,]�,�,, 1 ><wi' ru , Q41 8 0 AS REVISED FOR PERMIT - AUGUST ------- 1911W4 , _ ra i�!� M IC MED I I I A (I0 � , I GIAN � ,CH, I I S I ( � fI 17 1- I 4 M�DK IIN INA IN I ' ■ s -------­--------­- 6 �..w..•.�...�...rj r . (11 GENERAL NOTES _ J f if I 5 ! tit GENERAL. NOTES. co 1 1p (A 0 apff GRADING NOTESQ N u, ____ _._ ___��� __ -- c a _ N 1^• ,L ,-0. t0�-0, r• ,, ,n 1 ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE J VF-L+ W a" c C ev •1 INDICATED. H rc iNiS EXISTING CHAIN L 1 FENCE 1�DI_A TED. WHERE GRADES ARE NOT GT ERW1.,._ INDICATED, F!.,,H GRADES r,J 340.29' S 2� 33' k, W APE TO DE THE SAME AS ADJACENT SIDEWALYS, CURDS, OR THE OBVIOUS � ''• _....-.-_. w'� 254 -• . . . ---' - _ --_ _- — __ - '� } riO ,r ;.•,�1. ..�• � BET�HEENGRADE FPOIIITSENT WFiERERGRADES ARE GIVEN. ROUND ROUNOD OFF 5URFACELEVELS OR OPES S. AVU U # �� i Vl f ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF r c CONCRETE SLABS. WALKS. AND THEIR EASE COURSES. GRADE FOR PAVER a� q� _ \ DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, L �,i'� AND PROVIDE FOR SURFACE DRAINAGE AS SHOW ALLOW"NG FOR THICKNESS �► .Q r; ,TMS, C„ �� 3 V I V 1 , `� OF SURFACING MATERIAL. _ _ FINISH GRADING: AT COMPLETION OF' JOB AND AFTER BACKFILLING BY b OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. ' GRADING TOLERANCES: 2g1 \ _ ! \ =' `, `✓ !% `. /! \ ! \ /�, FR T x ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: t0.1 FT. i� // �' !! /� !! /� /! �� � -S BAC / I~-- - i FINISH GRADE PRIOR TO PLACING FINAL SURFACING: 10.03 FT. � ` ! ! _ ,;:,•„'lt'•.. •+:. • •r ••+•1 `•�""•:'��'��'•"' '•��'i •�;�'t''•i'`' 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO ' r` i wl j 75 �� //X\ ! / i ! // /! !/ !! / !!SCREENED SIZES AND LEVELS SHOWN OR R,'QUIRED. ALLOW FOR FORM CLEARANCE AND 0 %- / / -'�' — rFOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. Z `.J TRASH-PIN PIN � EXCAVATOR S) ML'S I COMPLY WITH O.R.S. 757.541 THRO7J;H 757.571; EXCAVATORS ShALL NOTIFY ALL UTILITY COMPANIES FOR L1NF LOCATIONS [J O Ni \ / \�*_ I CC',! \c+ / P, RSR_. c�- i L'c� ! SEVENTY-TWO (72) HOURS (MINIMUM) PRu}F I4 7AR1. OF WORK. DAMA E TO �� y CBI 4 `� C UTIL111ES SHALL BE CORRECTED AT,THE CONTRACTOR'S},EXPENSE --- m cv �R =249.60 4 7 =14�675 C ` --- -�- - �� Q 25' 25'' 25' 30' .�\�.7 2.5' �g�_7 25' 30' 25 4 ?.5' ""30' BAY�` I 1 S + [ z ;;"t 3. EFFECTIVE EROSION CON TRO la REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. O THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. '254 ~� `,�: �:?; I � 1 1 I Y,� 1 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE ' �ij H ( CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT I ., I ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING co Q ,�;.., SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER I CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE _ 7 r Q !'� I DRAINAGE CONTROL. L N I r- , I / T Ln 25 5 I a ,•,- � � ELEVA TI �N 253.7.E YL Lam � coo n ao 1 N } o o I N ~ 5� co co" I ;} - - - - VIN, 1 5 %0.149 53.71 250 � 25371 C14 U) 253.7 \\ DRIVE ?N YL DRIVE TN.- ?�` O �� 1.50 1 i �\ ACCESSIBILITY TOP OF i �' C� / ..:?' I - it' SIGN SIDEWAL v C N 7 DRIVE IN .\ DRIVE IN YL 5 I �--UP ",;�, --� I `` _. j�• 60 i 1 0 j' 1 5 i 0 TOP OF 'r. I rr t YL DRIVE IN VAN L/ �5� , CURB kL 9'-0" I i4 , \ ;; 10 N ` .50 '�' 1 1 I 252 �` \ I y 01 0l a It 13 _ _341,2.8' a 'y1 ui • J QQ' ,.+.w .ILq� �''�j•V.” MI � ' f,�Qr, Lir �i ; ,•; �� . Y I I I I 1'•:i j z - 1 w ►� I. t� 5/4/94 t� DRF."A, HY: r. C AW,/N!SS/SLD CHECKED BY. ' Cl_W ''• rf S;CN O fU •�'� 4J�b�► � SITE GRADING PLAN '' LEGEND - — 1`20' -- 176 . EXISTING CONTOUR EXiST1NG CONTOUR co F dd ni I d 78 PROPOSED CONTOUR J V N O !/J SD2 to , G7 , q,� #IIRG IRT.. 71>t4t 294180 __�_-- �__ _ _ _�__•__ _______ AS REVISED FOR PERMIT f� AUGUST 19.199 , s Ib 0 n � � ME ill C I , III ,� il III � I I , III � 11111 1 I , III � 11111 I 11111 nm- OLM MADE 1N CHIN• IN 1�• . . . . GENERAL NOTES uj x A. ALL W)RK SHALL L014F ORM 10 THE RE00REMEN TS OF rHE CITY (A TIGAPID, „ ;�; TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, ktiv THE CURRENT EDIT04 !`,. OF THF- UNIFORM PLUMBING CODE AND UNIF3RM BUILDING C400E. � �= 4 to � B. WATERLINE MATERIAL, TO WITHIN FIVE- FEET OF 81,11WING: ■- a a FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C -1°', CLASc 52 � � • � TEST: ZEST AND STERILIZE AS REQUIRED BY TIGARD WATER Dis,,R:{' AND 4 . UNIFORM PLUMBING CODE. • 1 a z C, SANITARY SEWER MATERIALS: , ,. a _ 265'-0'_- d �`+ IN TERlUR ANU W!-THIN 5' OF BUILDING. CAST IRON FIRE Sfi =�a'� - -- IA -��' io•-o` w. M'" ^\ �) OTHER AREAS; PVC CONFORMING TO ASTM D-3034, Q G .0 LAJD. THE WORK114C DRAWINGS ARE GENERALLY DIA;RAMAM<,TIC. THEY 00 N;j: T� • m i .X.ISI IINGGCCH«IN I I I L Nc� ,340.29' S 2° 3.t �I• w � SHOW EVERY OFFSET, BEND OR ELBOW REOUtRED FOR INVALLATICNN IN THE Z ____ , 2y5 /j - _____ -_--_-___--._--- _-__-_ _---_- -. _- - -2_5-2 __ _ - --- `' _- I_u-J W� �-�-�- --{.•-..".,�-'-•--�' -(J- __.._....__ `,.�. :� ; .1,? �_._ '_.. p SPACE PROM EU. THEY D0 NOT SHOW EVERY DIMENSION, COM ONENT PIECE, SECTION, JOINT OR F TTINGRU RD TO THE PROJECT.-C25-4>-- ALL LOCATIONS FOR WORK SHALL BE CHECKEDAND COORDINATED WITH U EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION, Im fQ� o, I / I EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE UMlTS OF EXCA'vAT1CNv t 9 9L CL SHALL BE VERIFIED AS TO COtiDITION, SIZE AND LOCATION BY UNCOVERING. tx �_ a PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH „tK 251 I JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY •.t I ��.(3 y ���� ,, , 13 I --28 -0" ENGINEER 1F THERE ARE ANY DISCREPANCIES. 5) 77� 9 11 t5� 19 21 23 FR NT _ -___.__- _____ • 17 -- ------- -- - --- E. PROVIDE CLEANOUTS AS REQUIRED 1N THE CURRENT UNIFORM PLUM ODE f-- __--- - - - - - - --- I CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107, (KW AS SHO 1 �. 4 - i""( 'j.�,+i% ✓".r :'1.'L.y. ," .i..�: e• :l. "L.r.•.,._• r 7 4 J 4 �J _ Z F. FOR WATER LINE CONSTRUCTION, (SE PUBLIC WORK DRAWINGS.' f u.: \ 7 1� 6 7 �� �2 9.7. 22 SCR -EKED - •1 � r 8 is zo __ _.. ., ._ ���___.-� -J Z C.J p YI 4 I Y __ - Y 0 TR H BIN 'c� / ON01'l--1 t __. ----__ - _ -_ ,--_ G CONTRACTOR SHALL VERIFY AND CONFIRM EYIS�TNG C S P'ZIOR 0 "- C.Y_ a -- _ __ _ LEC./ _ o C _ __ ,• ` _��,--- -_�_ ____ COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. E - U ! n SEE PUBLIC WORK DRAWINGS 11. (� to r t F t __-- , N � _ - 4 7 R T^4— 4 FOE? SANITARY SEWER EXTENSION IH• EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES ` m W -�ZS] _ < . MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. RI 2 � � 9.60 R M=249.6- ( I a IE�248.20 IE 248.20 - �.. I - - o I , -- 1 =248.20 1 = THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE O►"' L� 2[-�2 4 7� TYP X249.7 T f24 -1 4 %� T P ; WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. Q O 25' 25' 25' I 30' 25' 25' 30' 25' 25' 30' BAY I r. Ifl r. O : I I i I .t• !. EFFECTIVE DRAINAGE CONTROL (S REQUIRED. DRAINAGE SHALL BE � I I ��:i`.tt CONTROLLED WITHIN THE WORK SITE AND SHALL BF SO ROUTED THAT § '-, [� N I I rIfI ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING N 1 I ' I 4. I S I JTFM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER cc Q� CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTI'vS 3 2 I ; DRAINAGE CONTROL. � (fj U rnI I j I DRAIN J. TERMINATE BJILDING FIRE SERVICE AT 5 FROM BL'ILDING. ~ ---� ROCK Q r I- ��:'', -� K. EXISTING TO'OGRAPHIC INFORMATION IS FROM DAVID EVANS do ASSOCIA 5 V) iv I zI I N I •✓; Z / AERIAL SURVEY. LJ (� a ' YL2 cz)? 6 Y I L. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE = 0.012 Ln )a Q i L4rI 115 St.: 2 1It o' I � � a � ' G I t Lr _. _ 2 - - PIPE SIZES DRIVE IN Y- DRIVE IN C.O. 2y1 I 1 z NUM SIZE � REMARKS _ Q DRIVE IN DRIVE IN YL U V "`ti 1 6' i DI PIPE REQ'D J m ► 2 4" 1 SANITARY SEWER DI CLr, 1 o YL DRIVE IN ,, VAN '� '' 4 6 2 DI PIPE REQ'D ---- s 6 6" 2 DI PIPE REQ'D ..1 s'—o' s•-o' -0" 6 '- ' 1 � � I •` I i ;' 7 10" � DI PIPE Rr Q'G � 8 _ N 1 I I 252 11 10" 5 a _ _ _- -- o ; 2 -- - —__ -- I I i •I a 4' 5 I � 1 ,I . . - -_ -- .,., If n 12 6" � 2 Dl PIPE REQ'D 13 250 — - — a I 14 6" 2 O -` 341,2£3' I a 115 12" .5 rb_ — _cB — CB _ - 16 _ 6" 2 a ,1 " ,++ RIM=250.50 RIM=250.80 : 17 12" 5 �W=250.50 -- _- IE=248.50 , IE=248.50TYP CL IV C14 C11 I ; 19 12 .5 --- �� z� w r�' w 20 6" 2 DI PIPE REVID �! 21 12 .5 22 6" 2 • ;J0 :'°u�� « yr 11 23 12" .65 r� �•�.�'' 24 6" .54_ _ — _ �'tip is Z -- - '"« 25 6" 5.4- - CAT= 26 8" .4 : i 27 6" _ 4.3 S/4/94 '' --- - 28 8" .65 — DRAWN SY: SEE PUBLIC WORK DRAWINGS —^ CAW/NSS/sw FOR STORM WATER EXTENSION 29 6" 5.6 - 30 $ 8 Ct+ECkE� sr: G ��. - - • SEE DETAIL 3/SD5 FOR TRENCH FILL -- - ` SON r' O i. �8/! r a DATE: 1 210 LF �^ - 12" STS 0 1.67% 4! CD SITE UTILITY PLAN SITE INTO • I n EXT G INLET - LEGEND EXISTING STORM LINE dd dd IN EXISTING NATER LINE cr, EXISTING SANITARY SEWER •yb • ...� _... ...+.. PROPOSED PERF. STORM PIPE cf l •- == -• -- = PROPOSED STORM LINE PROPOSED WATER LINE s -- PROPOSED UTILITY EASEMENT C:) - PROPOSED SANITARY SEWER (SITE) j - PROPOSED SANITARY SEWER (BUILDING) D PROPOSED CONTROL_ VANHOt_E sD3 w FH PROPOSED FIRE HIDRANT ■ PROPOSED CATCH BASIN SEE DETAIL 4;SDS Or � x _.. O PROPOSED FIELD lNl.E T -------- ,� A CO PROPOSED CLEANOUT 1 ',44")R RG ST• 7051 �j °'A�ri12M1 L9 4180 �'{ 1, AS REVISED FOR PERMIT - AUGUST 19.1994 f� ' 01'I� Mi � 111I1 �� Illlll I II � . I � IIIII IJIII ( Dill I 11111 11111 i + I ' ll 1111141 I1III1� �1111� �1 ' 1 ' 1 ' I PUMR- CIL/1■ 4IM.to IN oHNA IN '. EROSION CONTROL. NOTES: �s��u :+..L.�...[)RAIN Li�ILF� ,�..�.�........ r '....., 1 *wlAtsslr>*s:t L 4h tiwty l0 4%vItlirt of nee budding uonstructiwL TU t✓KvtN T BF 011"t N T FA'AA Lk IE.R �{TGMrM t*AtN L YS:106 Wii, �- t10i .! utIM) wwA (st vvn Aroin.sanitory hewer, w(iter, gas• eFrt•1* Ianel.0%,hwn 1'f.RMANENT 61l►1tA11rJlr Oi DI 1 i WAS Tolat Sits Arow, 1st M w, :SltlI:119!!:a .1lllkl�f�.. T'tSltCr31� d�,�E,+IG. �"•.�••••"•�•� Dietwt+w sat ores :6I' arc t , �. � �• +�� rtlHt:Irt. .►r UFdrt nRAw �E T,, AitF rA 1 uJ1�A�, �jCi�'t �.>+ne AAiEJ�iT S t A11�raJ►vl,(rr; taJ � OF THE. D1SfUkKD URAWAGI: AN k +..• 0 s' 3 AA t?vc*,s te,yn,{Ip tNlq soturvled $oils from the site ADJACENT TO AHO IWIEUTATELY fX 004li i CA UTUAT I T 11.1 C�ItliI tyr:'1'00 V6 dh � � a oFl pe welt s"sd ea Mat waist seeping from the soil cannot EXISTING PAVED AREAS WITH CATC,4 BASM OPAWA" () dr011r, 14ty i the +,M.icie, It true[, Is not sealed, the loode(I truck is „ hired t1* rerlplorl in place untj the water dripping tro"I the 0 ��prr re eehuatea *,-Qhoe Oven reduCoO tk, less than we gallon per hour V) b*#Wll 40virvg the site SEE DETAIL T/SrJ4 Ft1F1 SrQHy p1tA1/1 14+LE T ;•p•OTt:L rtOh � �C; active er.s+.an C*rt+al is r dEFMS MAY I* RE(11)1RFD TO DIRECT GRAb#Ar TO VLOW ► (�1 Birt' sir 'C a �✓ + (1 envo rin ting the control dewcss ANO PREVENT BYPASSING OF THf. iNLEIS t � ! e pr a n ��ry} .st Qu inaV.Cd ono malntordet cotro ti the D.E. Q reQ toppients. AT NO TIME SHALL WAI THAN A OW FOOT DEpTN OF %Dtt WT HE: rr, •- Q I.. Lit} rewy, ct on} tone, oralttr car►ectivr action and stoppage or I w t.I aa'COmoish etltK:tive or(zion L`onlru{, N ACCUut1LATE AGAINST 43TWU DRAIN lNlt:l kkf)TECT10Fi tiEA yJ IES. 4:. • iv BE REMOVFD AND INLET PkOTi CTION MEASURES RES'l(W-0 A'3 NE1EDfA 6 W+i WA, ,, O I!' ! • W n ~ fEIrIPORARY THEIR UOIMEyI TRAPPING AND 1! EKING CAPAVUTY pby 5, conttabod Na a .ro+k site o„Ked. Drainage shod be , T T ~ C r o C+ Jshall - - 265'-0" - _ . -- t d be so routed that ••4 crry CCNSTFtUCT10N % L? ' �., Q C : r� odAcer<1 Private proP+rty. public property, and the receiving 11'stem �� -- ,-rte , 4 in � STRAW SEDIMENT BA£�,R.IER L7 [ 0 o+ 00'9 not odre-se1} inrtpocted. The Cite moy, at any time, order corrective !_s'-u' lo' o" ACCESS, SES 7/SD4 R 0 u action and stoppe,9e of work to occompiNh ettectiva erosion control. M p !' , C'� ~` C 'r f� V. 0 ! ^ TO REDUCE THE TRANSPORT OF SEDIMENT FRrrM A COtiSTRUCTION SITE BY S EXISTING CHAIN L14 FENCE 340.29' S 2• 33' W s �' PROVIDING A TF_MPORARY PHYSICAL BARRIER TO WDIMENT AND RFD►J>~WG RI,�NWF ^,1 e � ➢ i 8 J J VELOCITIES. W a7 a 254 ----+� �__ _ A� _ _ - _ -•:'*� ;. :t"t l ION i�11:RE PRAC7�_APTIMI:, 4; MAY BE SUBSTITUTED FOR TEMPORARY SUPIMENT FFNM FOR JhSTAUAT ;Ar': U ; Q a C i OF LESS THAN '200 LINE& FEET ANO FOR SIWftl-FAMILY OR DUPLEX Q 0" t O ILTER FABRIC OVER C.H. y`L // I ! \� S RESIDENTIAL CONSTRUCTION ACT;VITIES ON ExISTING LOTS OF R£CM- <400 4C _- 150)-D" ; 1 AT TOE OF SOILS STOCK PILES. f` GRAVEL FILTER M \\ /'\ /'� /'� '000 / \ \ \ z8�__0 !' / IN EXISTING, UNDISTURBED DRAINAGE DiTC,J<ES/SwAI'S USED TQ CA►+n ' 251 DRAINAGE THROUGH DISTURBED AREAS Or ClJN5TFtUCT10N SITE (ALS A. '-W'. Ch BY THE JURISDICTION). • :�� 18' MIN. t / / / / $ BAC r , �'- J Asa I�.n► � + `\ ` , // ;x_1 1-1 / { / // / // / //''yr`,d / DESIGN CRI,ERIA/5F F ATI i� (fj 4 _ 250 -� '% + r �'S.� ' ' SEE SHEET SD4, FOR LOCATION OF STRAW BALE UDIMENT BARRIERS 255 - !\_ // // // r / -� / SCREENED ; t �- ALONG SLOPES AND CATCH BASINS. ry -/i - /! // // / TRASH 1A1 i STRAW BALES SHALL BE STANDARD 40 TO 60 POiUNI) kECTAMOJL 1R BALES OF CEREAL GRAIN OR SEED STRAW. ' c { E L..1 P. R�R•I STAKES SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO WF.FP BOLES IN Cr i .B. { e ,/ l \f j \fi` �.- `__ I j J U i A MiNIMUM DEPTH OF 12 INCHES. -- M { N\ W I II 0 I 25' 25' ` 25' 30'x`\ 25' 25' 30' 25' 25' 3(�"'BAY I I I y STRAW BALES SHALL 6E KE}'ED WTO EXISTING GROtJNO FOUR ?0 Si7( INCME M ch Imo~`.` I '� STRAW BALE SEDIMENT BARRIERS MAY BE LEFT iN PLACE OR USED AS MV-04 { Q CATCH BASIN SECTION ?s �- _ � ` O cn I AFTER COMPLETION OF SITE WORK IF APPROVED BY THE Jl1kiSDIrTION `1 ,-4 . I ` I r -2Jq . ..- '"`+! I �: t,�� AT NO TiME SHALL MORE THAN HONE-FOO': DEPTH OF SEDIMENT BE Cf \ t t I I 1 vv Y,f I ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT SAPRIERS Q 2. SEDIMENT SHOULD BE REMOVED OR REGRADE!J INTO THE SLOPE. OR THE '.'� 1 NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT -LADEN BARRIERS M 3: ter' �L , BARRIERS SHAREMAIN ;N PLACE AND MAINTAINED BY CONTRACTOR �Un' ch GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PRE/£NT ER^r'00, ! -- UNTiL OWNER ACCEPTS WORK. }- 2.5 -"`~— ."--` ,: ``',j TEMPORARY SEDIMENTNCES t.() ? ! PURPOSE: O �• a Yl. �'�� - ' Li In is Y I TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY .. PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDt1CING RUNG► iz i • N N 0 _� ` N r I •` I VELOCITIES. \ I 0 0 0 l I �'.4. 00 m �t% CONDITIONS WHERE PBATICE APPLIES: LJ x LL' N DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET 2" TO �," /// `� `�` \7 I . 1 1 •'r RUNOFF. QUARRY SPALLS ?SU 2 f :i I AT THE TOE OF SOIL STOCK PILES. Z I SJOGRADE REINFOPCEMENT [ PROVIDE FULL WiDTH 249 ~ \`. 253.71 4 50 GEOTEXTILC.., AS REQUIRED - - �� ? ``'� Z 2 { '" AT INTERVALS AS INDICATED ON SHEET SO4 ALONG THE CONTOURS OF OF INGRESS/E�Ftt="SS-ARE ��� I sj I ' 251 I LARGE T DARE=S. -� `�.. �� E D15 UR3E 8" M''. 'EPTIt (w "\` \\`� 53.70 /"� __ YL _ _, -- _. W / I I-�- 253 / 4, AT GRADE BREAKS EXCEEDING 20X _ DRIVEWAY SECTION \ BIKE R CKS I DRIVE !N DRIVE Ild 101' OF I ca I J L I w IN`'JDE SIGN 1BIl_iTY ! FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. SIGN SIDEWAi. ( t•:j S�4 r'arKr N �. DRIVE IN DRIVE IN YL _N\, I —UP I SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. 3 I \ 1 Q Y;. 1 DESIGN CRITERIA/SPECIFICATIONS: 530 - J. o _ YL DRIVE 1N VAN j 253 CURB F ". SEE DETAIL 3/SD4 Z 2" X 2" WOOD POST AT 4' O.C., STANDARD 0, { , OR BETTER OR EQUAL ALTERNATIVE: - - - - - - __ _ _ � _ _ _ - - _ _ _ _ _ UVJ `; I SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH O STEEL FENCE POSTS. _ - - - - - - - CHARACTERISTICS DEPENDS ON THE SUPPORT rENCE. FABRIC ATTACHED TO U 25� X3.00 I i POSSESS PLACE POSTS AT 6'-0. 0/C MAX. \ I hN ; a' -LINK TO AC FENCE OF 6 BY INCH TREINFORC'MG WIRER ASELECTION IS CHAIN FILTER FABRIC FENCE � - -- ------ rn ,� ,- ._ I ATTACHE 36' WIDE ROLLS ;�� N \ `fig 9 -0, �� g'-O, - I `V ry I THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER \ 9,_0.. C!) FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO Z _ v Y ��f ' PROVIDE A MINIMUM OF SiX MONTHS OF EXPECTED USABLE CONSTRUCTION O LIFE AT A TEMPERATURE RANGE OF OT TO 120'F. 1 N i I I I-` 5I �- 252 I 0 I I ALL MATERIALS TO BE :N GOOD PHYSICAL CONDITION TO PROVIDE PROPER i SEDIMENT RETENTION. O ❑ � I � � I �Jwlsjt I I !t, AT NO TIME SHALL MORE THAN A ONE-*OOT DEPTH OF SEDIMENT BEO`J 1 o C, - - ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. 5ED:MENT SHLD N l � 2EO -- ""--- i n• BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES W o I REPAIRED AND REESTABLISHED AS NEEDED. { - BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UN' _ �'._ 1 _ `� l e � e. �"'' �'` ,� a �• `"`+t, y; `' � ��. •;, GROUND COVER HAS BEEN SUFr1CIENTLl ESTABl1S QED TO PREVENT EROSION +L'•.: UNTiL OWNER ACCEPTS WORK. : 1 L'•{ f`J'.;"i� rye; ``` . N PROVIDE INLET - PROTECTION TEMPORARY EROSION I J. ' SE? .L CONSTRUCTION ENTRANCES vNATI BACKFILL- CONTROL FENCE eURF4;iL_ 1 4" MIN {li 1st r �.. TO REDUCE THE rMOUN'I OF MUD, DiRT, ROCKS, '_TC., TRANSPORTED ONTO R3ADS BURY BOTTOM OF ap r ` �_ %t' BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED • ^"r'_r,;,� ME;, ,� FILTV MATERIAL - - \) \ 1 =` PAD OF GRAVEL AT ENTRANCES/EXITS TO COP STRUCTiON SiTES. ` 1' _ /3 iN 4 X 6" TRENCH z Rz- • CONDITIONS WHERE PRACTICE APPLIES;- t\' ~ EROSION CONTROL FENCE „� ii c _.� � - - rt uI AT ANY CONSTRUCTION SITE WHERE. TRAFFIC WiLL BE LEAVING THE 511E AND J G� , MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OT'r1ER DA `- �'/ 1 APPROVED ACCESS POINTS. i'G /OG y. DESIGN_�MLILRIAZSEI.ECIFICATIONS: ""r''• '~ TAW,^' / SEE DETAI. 2/SD4. - MATERIAL SHOULD 9E 2' TO 4` QUARRY SPALLS. '1Rw "�• THE GRAVEL PAD SHA'_L BE AT LEAST 8 INCHES THICK AND 50 FEET '• LENGTH. WIDTH SHAL_ 3E THE FULL WIDTH OF THE VEHICLE INGRESS �NO `• S` po ! EGRESS AREA. (A 20•-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS A �T ` \ // ' t;� APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION v CU -E:SiTES.) � n •� ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO, MkNTAIN ; , 28 94 PROPER FUNCTION OF THE PAD. • <<c 2 � '19l94 ILIi- THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM EROSION CONTROL PLAN ::'j VEHICLE WHEELS SUCH THAT MUD AND DiRT TRACKING 1S £VA! IN LU SITE. C:) 1 ;t, ADDITIONAL MEASURES MIST BE TAKEN. SUCH MEASURES MAY INCLUDE / - `.• HOSING OFF WHEEL'; BEFORE VEHICLES LEAVE THE SiTE OR OTHER 1"c20' •=•-15\ s: CONSTRUCTION TECHNIQUES/WORK CPERATiONS MODiFICAT;ONS. WEE' i� .• Q• WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WAST; WATER SHCfJLD DRAIN THROUGH A SiLT-TRAPPING STRUCTURE PRIOR TO LEAI1NG THE U` I CONSTRUCTION SITE. rXy dd dd CONTRACTOR iS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP I �t STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. USE SUBGRADE REINFORCEMENT GEOTEXTiLF_ LINDER GRAVEL PADS FCR ALL _j I � tlb BUT CONSTRUCTION OF A SiNGLF. FAMILY/DUPLEX RESiDENCF_ ON f/1 I EXISTING LOTS OF RECORD. V , L3 - ra I 2 FtZm NRir>J i > SD4 1 r••,J MG ST. 11mi Q4180 C'3 REVISED FOR PERVT --. AUGUST 19,134 I mickd'FILM ED III � II� I , III 1 VIII 1 4114AON IN CHINA I IN161F'w_ OtM NATIVE HACKFIII. (SEE Sf'E,CIFICA)IONS—FO-H-�t-�"--'-7 PROPOSLO PA'vtMf.tJl AREA • COMPACTION REQuIRFMIENTS) I- SLE TYPICAL PAVING sucrioN 4 I.), VADIH Of SIDEWALK ..-------CAkJLX PIPE INIO HUB rd . fw. I_ . _ . Sf E' Pt AN ---HINGro rRAP lOp of CURB LANDSCAPE AREA PAVED AREA Aw tip L)t SIDEWALK 0 ut VVEN WITH PAVING 7 4 2'-4" 2" "Ar 1 00 ION Il WFLDF*D GRA-Te SECTION, CRIIISHO 1�0 I —Too�0 EDGE EACH SIDE 14 (4� 1/�"o HgES EACH FACE 0 ,14 j ti' r r i ''' ' �' I' -0" RM, 8A% 10 LA#OSCAPIJO`� Fj lsb GRANULAI? f3ACKf 111 BASE G HK bt. LEVEL. -RADIUS If OGE , , .) I , 14;01 FRAME CA:;&G V) (SEE SPECIFICATIONS FOR --cl FIRAMIE AWj COWIt VTAPER CURB Al SlDf*WA'.k OR END OV CURB COMPACTION REQUIREMENTS) PAvlNG 4" 8* Y., ­4t-77 sly ZF, -7, 0yR A Wr. A/ C 4f x 01 Dj:If'NSION ON PLAN CONCRETE CURB 1"-0" GRANULAR 13ACKF-ILL OV 1 0 Fit L FINISH GRADE SET IN EPDXY CEMENT (SEE SPECIFICATIONS FOR 0 0 w z C 0 co ASPHAI. PAVING COMPACTION REQUIREMENTS) r4jr. • W TE W!TH 1/4' STEEL ALL WELDED CONTROL. JOINTS AT 5'-Oo O.C. CONSTRUCTION. ASPHALT > -APPar,/ED SE*CR L41tf ANV EAPANSJON JOINTS AT CkAULSION COATED INSIDE IL 16 IV A C),ON �,."cl LAJ 6 0 eo 20'-0' O-C OR AS cl� AND OUT. 2'-0" x 2'-0' SHOWN ON FLANS. • vo.00AW('0- 1"-0" GRANULAR 13ACKFILL ZO m 0 vo (OR 24" ROUND) z W ocnco).` Tt 1.4 (SEE SPECIFICATIONS FOR SE I INVERT --CRUSHED ROCK BA COMPACTION REAL IPEMENTS) 6. 0 E LEVATIOkOl LAJ CL V C-SLOPE AND I.E. VARIES IL ",44 EE UTILITY PLAN FOR PIPE SEE PLANS) NOIE: 1, 4C oc�, 0 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AR"A", I DIX, SIZE AND TYPE (MAIN PIPE) < 0 ?0 0S�DEW z ca 2.) LYNCH TYPE. CATCH BASIN OR EQUAL ELEVATION 49 0 CL IL EXTRUDED CURB AND TAPER STANDARD TRENCH TCH BASIN 02 (�3 4 �CA V) CLEANOUT � 5 NTS T S. u _Ts, SD5 3/4"-1'--() a) q5 'T's 0 d 6 WIDTH VARIES - X-_ I --,r - —.no" Awmjmum SIGN PLATE MNTAR TOP CAP ROCK SEE Sl rE PLAN lip I it WHITE 8ACVIII (A DIMENSION VARIES WITH NUMBER REQUIRED I' KW;m SLOE LETTERS AND BORDER. BAVIED ENAAWL (PROVIDE FOR MIN (3) BIC YCLES) PROVIDE SIDE FLARES WHEI z (13 —1 1/4- GAI.V. STD. PIPE WALK IS PARALLEL TO PARKING 11*0111 ONI M-In HANDICAP SYMBOL WHITE ir Of SEE 2/SD5 IF NO ADJACENT W�ALK) To 40 mrH BLUE BACKGRUJND f - ; .� I -DISABLED SIGNAGE PERPER CURB STAREQUIREMENT ­ m SEETE DETAIL 0/SD5 (I ASPHALT M Z ASPHALT PAVING 9 5/8" � CONCRETE FLUSH 1 ! 6" 0 1 5;l 7 3" 1 -EXTRUDED CONIC. CURB (A 6- C4" STRIPES --VAN ACQE;31PLLE SIGN, • SET IN EPDXY CEMENT + 4 VAN SPACE %J/Jr•- i I —1 Ci / AT 2'-0" OC TYP. -DRAIN ROCK of 7" 3 112" m 30* TYP. < _3" WIDE PAINT STRIPE X r-6"o CONIC. FILL FINISH z --.----3* WEEP HOLES b TYPICAL. S/,ME AS ADJ. SLAB AT 4'-0* D.C. HORIZ. DISABLED SYMBOL. N 86* 1'-$" i - _� PAINTED PER NOTES V) L0 OREGON LAW 1. ALL DISABLED STRIPING AND SIGNAGE TO COMPLY C) WITH ORDINANCE ORS 447.233. PAINT STRIPE 2. DISABLED SIGN TO BE -01 MOUNTED TO SIDE FOR .1 ------EXISTING GRADE L VAN ACCESS LOCATIONS c4l AND MAY BE CENTERED L 91-0 6'-0" STD. IC6j-j L —_(LrP FOR STANDARD DISABLED4 (TYPICAL) C_a7QT AT VAN SPACES. m ACCESS LOCATIONS SD5 ; r__ R i,`6'� STACKED STONEWALL r_7 IBBON RACK ( 8` HANDICAP STALL HANDICAP SYMBOL Klo HANDICAP SIGN < ;:-,7- 0. V) N.T.S. '\�DV I, N.T.S. SD5 NOTE TO DESIGNER - T N.T.S. N. S. VERIFY PACK LENGTH FOR NUMBER OF BIKES REQUIRED, Cc . I ll_� - --- 38.375- FOR (5) SPACES,I(3 RRES FiEQUIRED).) • I -�l .-FRAME AND GRATE Nz F.G. OF RIM CL CONCRETE BACKFILL TO r-HIGII WATER I TANGENT POINT OF CURS POND SURFACE Iy OR AS SHOWN ON PLANS. FLOOR SLAB 01 BROOM FINISH SURFACE 12'0 OUT IE 246.20 LLJ 1 X OVERFLOW 30* 1 4, EXTEND ROCK UP TO C.B. CAST IRON TO E,<TEND 10 OVFPFLOW X 3' WIDE Lli 6 ABOVE FINISH GRADE, A ND MATCH E IE=249.70 —,/TURN DOWN CONCRETE WALL -1 PIPE BOLLARD, FILL WITH XTRUDED IE IN 248.20 fE OVERFLOW 248.20 4*0 TO CS DEGREE SHO N MIN. CURB SHAPE RT TURN --45* WYE CLEANOUT CONCRETE, PAINTED YELLOW ELBOW HUBi-ESS CAST IRON WITH PLUG. (8- DIAMETER). PLAN 4"0 FLAT SOLID v SEE PLAN (SDI) FOR LOCATIONS PUC OVERFLOW 249.70 WfT)4 STAINLESS STEEL 2" OF 314- 0- CRUSHED BAND, TYPICAL AND SIZE. 1 5-- ROCK UNDER CONCRETE IE OUT=246.20 (12-) N 246.20 BIRD SCREEN GR AV- IE 24 HE 24,6. 0 4" CONCRETE BACKFILL & CU4__ 3 0 0 00b.0 R 1/4 PIPE, 0 0 1) Q)4 4 10 45 DErANEE SHORT 40 c 113 0 POND SEE 15/SD5 4"0 TO PERF. TURN ELBOW- I SOLID GROUT AT BASE L FOOTING tco MATCH TYPICAL EXTRUDED SUMP 244.20 CURB SHAPE IE 0 FIE TO PERF. LINE 2 246.44 SECTION ELEVATION FILTER FABRIC W/MIN 3- ROCK A.C. PARKING (SEE NOTES: OVER PIPE & MIN 3* ROCK TYPICAL PAVING SECTION) OVER FABRIC TO SURFACE jhIE SHOWI4 2- 1. FOR PIPE SIZE SEE PLANS. W/ON PLAN K lLl 2. Fc = 3000 PSI IN 28 DAYS ELEVATION 3. OUTLET AT SIDE WALL OF INLET. SEE ,Ic PLANS FOR PIPE ORIENTATION. a) p D B &ZE X _.j rr DOWNSPOUT BOLLARD 5 TRUDED CURB W/CONC. BACKFIWE2 CONTROL FIELD INLET.— 15 ERF PIPE TRENCH DATE: N.T.S. N.T.S zi NTS N.T.S. z �SD5 0 0 5/4/94 m UXJ DLW RE V St ON I'- TION 7 xi 0 Lr D 5 v), 00 •foo AS REVISED 'IR PERMIT AUGUST 19 t99 MTC 11111 11111 11111 11111 I mm- (MAN 4MAOR 110 CRNA IN J 265'--U"- ' >! W 251-0" _......,.. _„{c..,, 30' 0 25'-0" 25'-0" . 0' Or/ -....._..__._...___..._.._._.-.-_..._.._._.__..._,.,.._ .._.... .. __. IS' f .._,.. .... !+r TYP. 3 30 o i � � V'i d VL - - - -- DS __....__ DS I _ _. _ _.. _ n� a5 .._ as i E 1 V I /'� 13 X. 13 �_..••^-- � � �•__= I � •'-<••- __- 13 I C ' 13 _.�_._ I? 6 �_�_..._V� �. o a ::�.--- t:3 I I�--- ?3 _.,/'. / p • .� • -o ..p /` ♦ �1 14 c w J \ t O Ir3 A4 C L7 o A 6r-16 I 6 r 10 6 I W Q N _ I I I A4 I C () 1 it I I J I I I I I { 1 V/ Zo I I I I I 7 TYP z [ I w ' I I I I m � I I I I { Q pF 0V f i I I t tv I I i I I I I ev m < h V• QD_ I i V , Lr) I I I I S Q b `:./ `a 1 `r YL� I _y go N ! o to 1V _ 5 44 ' 1 /,-o TYP I I I I I I z = I I Q o -- ' I I I I I I J o , I I � 1 M o! I I I I I I Q NI o o J H ! L� I 0 . I I I I I I I 2 ,X/ A 0 A YL A YL c _ _ _"3k G� 1 2 I I � , \ 12 I 12 � 1 I 13 3'-2 I 1 I i t b .. A4 A4 3 2 3'-2" 3•_0 18'-8" 18'-8" 3'-2",' 9'-0" 15'-0' ` 3'-0" C E Vol 13 "�-( 1 ) "[' 1� 12 1 v � erl H 3,�2.,-� 3'-2"- 3'-Z" 5 -8 3'-2" ' " �- 18'-8" 5'-8" 18'-8" 9'-4" 9'-4" " i A4 `1 / -- 5/4 - — _ YLA p DR,A*% 9!. 4b 13 CA'W/SLD/Dk'%I 3'-20" -3'-0" 0 �.-0 3'-2" 3'-2" 18'-8" ---- 9'- " 10'- 18'-8" 1 { 1.- CHECKED BY: - - DLW REws1a. 3 mlTXN e FLOOR FLAN LEGEND KEYNOTES _; v DOCK OHD 1 1. STOREFRONT -- • V DRIVE---IN OHI 2. 3' x 8' STOREFRONT DOOR YLM YARPLIGHT 3. 3' x 7' HM DOOR OSS DOWNSPOUT 6x6- 4. 9' x 10' OH DOOR 5. 12' x 14' OH DOOR 6. 9' x 10' DOCK OH DOOR m 7. COLUMN SEE SHEET S1 cr' B. SLAB EDGE ® INSIDE FACE OF CONCRETE PANEL AT ON 00 Qa GRAPE CONDITIONS (POUR THOUGH AT MAIN DOOR & DOCK H.) c 9. METAL `STAIR - SEE 7/44 10. GUARD I OST SEE 12/SD5 3 11. LADDER TO DECK OVER ELECTRICAL ROOM Q 12. TS 8 x 6 x 3{e P057 ... „-• 13. SOFFIT LIGHT �0 14. LADDER ON MEZZANINE TO ROOF HATCH SHS* r. A I C) A m ' -t-ri"r)ST_706+ t9418Q ' "S AS REVISED FOR PERMIT -- .AUGUST 1P, 99,41- mi cMSD I � IIIII I ` I � I � I � ill IIIIIIIIiIIII I lull I f1 ! ! I � IIIII � 111114 11111111 1611 11111 11 ' I ' 1 `•I Pon- OL40 f �41MAOE W CHMA Ii IN I V) s, ' 8 9 10 _ ' N < moo: 1 -------"� ',� 1 1 _-�►� 1 _.__�� .r--'-•-^�._.._._..r- ���--•...._--+� `� ` � tib. v� 6 ~ �� G 4 4 4 4 5 4LAJ k 0 �. c SLAM WEST ELEVATION _ � z � � O m LJ 1 1 ! CJ g 87 6 5 4 3 2 C � M 1 C� O I ! ! o v) . . J, cly Ln - 1._° ___ � .. _ --- \ -- - J \ ♦ \ -vim \ , '� _. `'_ ..- .•-- - -� - - ❑ ❑ ❑ ❑ ' - ❑ ❑ - ❑ ❑ ❑ L7 z 0 A B � C D E c� � KEYNOTES W 1. YARDLIGHT 5) - 2. RECESSED WCKS w / - 3. DOCK BUMPERS 4. STO FINISH OVER X" DENS-GOLD BOARD, SMOOTH FINISH 5. PAINT COLOR #1 6. PAINT COLOR /!2 o ��n 7. PAINT COLOR #3 8. FUTUhE WINDOW : ---_--------- — __-- -__ - - --- 9. METAL STAIR - SEE DETAIL 7/AA �t 10. T.S. COLUMN - SEE DETAIL 1/A4 NI --_- 1/ 1-1, SOWN SPOail't GUARD - SEE DETAIL��A�` --•— J_----- 13. DOOR ARMOR SEE 2AIA3. TYPICAL _ \ 14. FLASHING C� 15. GUTTER 8x8 16. BOTTOM OF ETENTIONPOND r ; - ' Irv^' ..�M6-_.� •_� L� � `— - - - 1 - - -- - -- - - - -- --a C� ^.AT.: 5/4/94 NORTH ELEVATION DPIA^' 6. CAW/SLD/'DMV CNECK7 L- a`' F D C B DLW _ RE�•sCN a CLcry v0 6 14 . _. _ j � [)ATE � � ___J __nit va �� F 7 "28/9-1 104 ---- y 4_0 alk T 7 A •� I i I tL _ _ -__ _ _.� A ir2 SOUTH ELEVATION �f 2941 80 SANr�jpf3 3T. 7061 BtX U%26 8 rA 15 AS REVISED FOR PERMIT - AUGUST 91994 Mich,opiLMED 11111 i 1111 : 11 111 1 1 fill ! fill [ ► fill [ 1 11111 � ' 11i 111 1il 111 l p11'/4{- (llAW MADE IN CHINA IN K F YNOTE S j f _ J. 4 x P.1. TOT= E w/ 3/4'0 AA At 4'-0& 0.L., COM I f,RS11.i �\ 4. 2 x 0 SUOPURLIN O 24' O.C. T YP. Vi 9. �. /5. R-10 BA r f INSULATION' W STAPLE O E 'SL&POR/ T rP W 6. CON(;RE T1. PANEL WITH /4 AT 12" 0-C, F-A 4 WAY I-0-MAL Q , r' 3 02 - O4 - �.� SLE EI.I VATION SHEETS FOR ArJOITICJNAL REINFORCIK, SHEET `�20 � �}'� 4u ot- . . l ' f �� 8 6' 26 GA. METAL STUD AT 7'W6�G � � a�G %t T�PI�\it i� ,�,,..,. \ 9. L5 x .3 x 1/4 x 4' AT 4'--U' O.C. WITH 3/4'0 P& TO C{,viC;iif'!I � ww PANEL ANO (3 10 TE.K SCREWS TO . T 4 } I c-CLAS 80ARG,�`rMC'W)T TEYTURIE TrP 4ast . , � r,-__- ______ 10 5r0 FINISH ON DEN, l Icy{ �' b 11. ANODIZED ALUMINUM WINWW SYSTEM gIV -1' INSij(.A Tar+(-A t • Al y` i ^ k I 54 12. EDGE OF CON(,RE TE PANEL KYOND 0 •- c 4 \\ �( � l �\ I �� - az ­ r 14 13. 6" 20 GA. M R. S/IJD; O 2'-0" O.0 W/1 J1.ir1F � 4 '.Ot.wl. © • � • AT 4'-0 O.C. W/ 14 GA, TOP TRACK - ,.-$EE,pE,A6. It1A.4 , co 14. 5' CONCRETE SLA& a/ #4 O 24" O.C. EACH WAY Y"INv 1 4 c tov- -/ - -- ---- r WITHIN 10 -0OF OUTSIDE WAl1 AT b"-HIGH PANELS � O _ _.. __ . .__. T PLAIL ' '/� _. � r 13. FOOTING; I _ SEE FOUNDATION PLAN FOR SIZE AND REINFORCING � �y 3 I 4 - _-_ I 1 16. EMBED 'B' - SEE DE TA I! 5/S3 W_ p �d ` 17. EMBED "C" - SEE DETAIL 5/S3 • . ' I co I S4 I S4 � � N 18. TRUSS - SEE ROOF FRAMING PLAN FOR SIZE z E3 G a Fi j I I 20. GLULAM PIJPt INS SEF_ FRAMING PLANU `yi o 21. 12' x 14' OHDr/ 0 b t �� 22. DOOR ARMOR - 1/8" BENT Q WITH�(5) #4 x 1'-0' A' 1 -0 O.0 .t _ 1 23. 8 x 8 G.I. GUTTER WITH 6' x 6' DOT 24. BIRD SCREEN 25. �(' T&G PLYWOOD 26. " EXT GYP SHEATHING SOFFIT ' i 27 TOOL INSIDE PANEL EDGE TYPICAL 28. 9' x 10' OHO I 29. SILL L3 x 3 x 3/16 x CONTINUOUS W1TN 15 x 1'-0' r f AT 1'-0" O.C. Z u , 30. X14 DOWELS AT 2'-0. O.C. 24' I I © --• Q d i I 31. 6" FREE--DRAINING r,RANULAR MA ERIAL LJ 33. 14 GA. TRACK ec BOTTOM TRACK W - I I / (3) /10 TEK SCREWS. D I I 1 1 - TRACK TO STUD, COPE & BEND STUD AS RECD M Z I I i 1Y A 34. 14 GA. TRACK ClS4 IV- 35. 6" 20 GA. STUDS O 2'-0' O.C. O RECF_SSED ENTRY W/ EXT. 5" LEG\ c I 25 5/8" GYP. SOFFIT (2) /10 TEK SCREEWS EACH E.NO o fy" r ��`�� I / / 3 CESSED ENTRY�E PLAN %R LOCATION [j I 32 I \ �37. RE URN WALL O RECESSED ENTRIES 1 D w - I I - I 38.6' 20-�;A.TSTUDS-0 4- O.C. Vrl►��2) 110 TEK SCREEWS AT EAC- m � Q END (CONN. TO VERTICAL BOLTED STUD) 0 \ I 39. EXTEND DOOR ARMOR TO ALIGN WITH BOTTOM EDGE_ OF SILL ANGLE, (l'j 0 TYPICAL AT ALL DOCK-HIGH DOORS 40. X14 CONTINUOUS ACROSS OPENING f�24'� Q ~ IX� �� � I ------f-------- ---� ��t4 O 16 0 C."_---... -..___..�-` 1 Z•� � I - 26 \ I 42. 6 MOWING STRIP W/PLAIN ROCK UO j -- j -_ 112'-0" O FRONT SPANDREL 43 T. EDGE E�bARR� �--� -� (AJ tti 1 ,n oe 8 N of I \I \ U VARIES C4 I \ 22 i \\\ 38 - - -- 32_-_-- I I _ g �\ • I • 32 35 \ II I N I � � O .11 8uj N r j + i 33 �,, \ O II V U 34I t^ o 2A DOOR ARMOR 2s I o uj � J A3 � ---� 36 � I %n 2 I I I I 2A I 4 I I I 10 I I 22 II 37 0 I I 2A I Dwa 1 0{J r�p "'Ll3�ik.EWK: I �+.� on I I I I 4 n 14 14 42 / / N DATE. FIN. h"LR. I FIN_FLR. - - -I SLOP[ FIN. FLR. E 6/4/94 - - - - -- - - - - 30 DRAwft. Q1: �'i °c�& 'Nr -a9 t`1p1 • fftSrZ�'lZ V G?3 dYill.. '1 tgr,lUcooDo D D D G D DD e e D I.A. O .�����, ��aJ o°°oo°o°boy°bo o b0 00°o°°oob° oO1oo°o as ts; r•J ��- ' �" a �u�s;� �"�p°i'1�j orcx ruffl� ."ao; a'anrr >aa:,� ,.�,, �a 'fiw8� a' 1°��So Wo°ao �oyDD00 �° a on° o°°oaloa�oa,�oaBo�aoaSoa'oT DOTING *__ k 4 rnn6, T/FOOTING ,.n 1>. ;� � ° °o �oClaOCC1 nCldY p�aO�D��(�Oc°cn°M o° c. b ° _. -�. ,L, ,,.X, �,-'r1 .,a,',.Fl�/ * _ - °,90 b°oo CHECICE^ 9 inibd ._ t �v`taa�eh� in51°�'i t,.r�8�.k.�4S3� Y: _ _ oaaoaaoa: u a L.. • 31 I fes...•. � .. • I -- 31 32 29 rc I s L-03TKNh 19 _ p CLOSING 3" CLR. 3" CLR.� I � � DATE. W W I "' ` ' 28 94' Y d' FIN. GRADE \ o I I�-III ` nd28bcu so�udaoaxn;> Q7 I � Z _ � ( gym. o obo�r • - rapt by ;�tipbo^. o4a�,�xo 201..u'cc 1 bo\ o __ ...:,. _ .�.nc .� k- ti .as,• ,a - II it I II I I I-I II i I -i i 3' CLR.W ,.w :�"1^14 11+•. • . 4 SHEE T 4 WALL SECTION 2 WALL SECTION _ 3 WALL SECTION __ + AT DRIVF_"-IN DOOR - -- 3/4 1'-O" AT DOCK-HIGH DOOf? -- -- ----- i4 -i' O' A 3 fD ef► mj .!(1B 140 �T. >�• 294180 AS REVISED FOR PERMIT - AUGUST 19,1 all MIND LMED � � i iii IIS i 6 SII I III ilk III I I III I III I I III I i III I I III III I I III III IIi I I I0 1 4 1 I0 i I 1 116 1 11 1 i 1�11t- 0 CK.AIp MADE IN C H1H A IN 6 _. . . r .. - ROOF HA TLH i -^� •� 1 1f1li, RUT URN FNOS k - ( -� C• BOL 1 10 WALL W tl�► HEN T • EYE:13U1 T FOR SAFETY- -- - 3 8" x 3" x ?" ,a AC CHAIN ACROSS OPNG. 3/4"/ RUNG-- 1 -- / it 1/2' x 3' x 9' I..� ; - - -_ REO'D TO MATCH At.L W1TH,(2) 1/ZDr x 4' V& III II _. . ��--_ - W1(vt }/"0 STUQS. l T.S• IN PLACE 11 I.AG BULis f0 c r, � 10 SOI BLOCKING \ ci OPENING t"� OVIERHE.AD DOOR Ai SIMILAR I I �' A4 r, 4'-0" Q.C. MAX. � TON � CONDITION SPACING C TS 6 x 8 x 3116 11 1 1 ' I LADDER To I I 4 I Spi 1 I SEE DETAIL 1 A4 FOR 11 I ROOF BEYOND T I t TS 6 x 6 x 3/16 CONNECTION 0 STRUCTURE M I i I KA I o °= 1 4" -- f 0 • • 1 �9 I BLOCKING O (O Q A4 CLR' l ADDER CONN. - O — - DOOR JAMB, ANCHOR PER 1 I F� I TO MFZZ. -- w C .r h tf7 olo MANUFACTURERS w I 1 �� I o ,--- ---- -ROOF HATCH WITH St1H v, P I 1 ! I RECOMMENUA fIUNS I I kl I RIGID INSULA TION " LAJ t7 014 --" 1 : i JAMB AT T.S. COLUMNLAN z l I I I c Lj 7 N1 � i N --------ROOFING SYSTEM i i OVERHEAD DOOR 4'a - g�I �.�,_. V 0 .2 c o _____— I 1 7 x 10 CLG. JOISTS �, �...�-�--- 4" CANT � '`. -----DEEP LEG 'r0//?'Rlfi;yipli TF4,t�r V 3/4" CHAMFER AT 1'-4' O.C. WITH _------ROOF SHEATHING O Q.. CA. � '�` ABOVE 3/4" Pl.YW00!) DECK - + o, FLAT BAR RAILS _ ---- • �; DOOR ARMOUR, SEE DETAIL 3/4" x 2" 2A/A3 - - w- \ - ----— 2 x 6 STUDS AT 2'-0" U.C. - SUR-PURLIN WITH 5/8" TYPE 'X' GYP. BD. __-- _ 5/8 TYPE 'X' GYP R 1 ` ^ • --L 6 x 6 x �a W/(2) )("o �-' NA)NGER EACHIMPSON U26-2 ND TO PURLIN � V V EXPANSION ANCHORS -- -- CONCRETE PANEL l -`--- 2 x 6 P.T. PLATE WITH P.B. AT 2'-0" O.C. •• \�--- ---(2) 2 x 6 TOP PLATE Z FIN. FLR. '~ - --2 x 6 STUDS AT 2'-0" G.G. 0 _ , WITH 5/8" TAE 'X' GYP.BO J JAMB A T PANEL _OPENING SIZE -.. 1� ,_ EACH SIDE T.S. CONNECTION AT SLAB/PANEL 2 ROLLING SECTIONAL DOOR _ _ 3 ACCESS LADDER 4 ROOF HATCH DETAIL _ 5 ELEC. ROOM WALL TO ROOF � c� A4 BE�WEEN OVERNEAU DOC-•: I 1, ': - I J A4 3"=1'-0' A4 3/4"=1'-0" — 3"=1' O' A4 - -_ 3� m' I U V /5 8'-C OF PURLIN TO EXT. FACE OF PANEL A4 ou II - --,8" FROM OF RUNG TO FACE OF PURLIN , -- ---- —2 x 6 TOP RAIL - ------1 1/4"0 STD. PIPE, / I - ��-- ;'- ;i' PAINTED, TYPICAL /J ----- — 4 x 4 POST, BOLT ENC^ *. - - ir 'T ----LADDER - POST (PT) TO WALL IMT>+ 10 x 15.3 I --� vi 2 112" CONC. SLAB OVER 1/2*0 EXPANSION A.VCHCr'E 1'-0" 11" 6 T 11" 5'-6" - - �" 7b�G PLY ----„�,C 10 x 8.2 1 — --- —2 1/2" CONC. SLAB OVER 1 1/2" 22 GA. TYPE 'B' i ----SOLID BLOCKING O LADDER LEGS J I I 1 1/2" 22 GA. T1PE 'B' METAL DECK / 2 x 4 RAILS 'M.TH (2) 16C -J METAL DECK NAILS AT EACH POST _ _ 5'-0" MIN � f —2X10 2DF015" O.C. x4KICK � — 11-0 ® EL C RM AIR --- HM DOOR o c� -----2 W/SIMPSON LJS HANGERS — L 3 z 3 x 1/4 ---- ------ ---- -- Eg�� I I f— -` L3 x 3 x 1/4 W/ 3/4"se --_ ---------SIMPSON H3 O BLOCK`NG o I M 10 x 8.4 STRINGER— _ TOP k BOTTOM -- (2) REQUIRED � . HILT)-KM7K BOLTS � TENTER 5/8" PLYWOOD DECK ON 2 x 6 �- pI � I 7 OF ANGLE_ LEG AT 2'-0" O.C. � I r I 1 l x I "' T H — a --THRFSHOI_D O DOOR I r 3 x 3 x 114 W/ (4) 3/4"0 HILT) BOLTS - -' -- - --___-- - _- - `� © — _ BLE 2 x 10 RIM JOTS- \ T/sl e Ar - . �}�- ----DOUBLE I 4 X 10 P.T. W ' O EXPANSIOIµ - N -- - - - 2) 2d TOE NAILS EACH J ( ) / _ \ END OF BLOCKING ANCHORS O 16' O.C. STAGGER BOLT O u� I � •pa�;pepoljo�d�o°oq�°r \. UP 4"/DOWN 4" ROM T & B OF _ 8 - C' 9 `d 2 z 10 BLOCKING EACH SIDE LEDGER A4 -- A4 n f —L3 x 1/4 AT O��d_` 'fin c'�`����• o -- OF POST r -14 GA CLOSURE ALL L N ING EDGES ''°" 2'-0" -- —--' ) 112"0 THROUGH BOLTS " TYPE 'X' GYP. BOARD -- — —L 3 x 3 x 1/4 �� �/� / FACE E • • O 2'-0" O.C. TYP. X3'_0" C'_R OPENING \ � i I o' °p �,� - ' i CONCRETE WALL �_ I I W ® �.�/ " PLATE --T.S. 4 x14 x 114 W/112" 2'-0"1 �O LADDER W/ — W/WASHERS EACH SIDE x 10" 11 •• _ �, S11APSOk H3 EA. SIDE CLR. --- � � —2 PRECAST 0 I 0 BASE PLATE SAFETY CHAIN I� f ---- - ---- --_. -- --------- _. r AND " CAP PLATE � I CON TREAD L -- -- -- _ _ l �I � - UN L7. x 2 x ----{2) 3 44TFIILTi-KWIK I OF P0�7 ---- 0„ --fACE OF BUILDING -7- 3116 BOLTS.. .4M13 112" EMBED x 6 BLOCKINr, EACH SIDE r _ N \ I r -PLATE 1/4" x 3" x 3" WITH I r r l ' ----TS3x3x3/16 I I I 4x4POST - --� (1) 3/4"0 FIIL71 KWIK BOLT 1 _�_ 5--0- TOP TOP VIEW - ----PROADE CAP PLATE - "0 x 1'-0" CONC. TO WALL — -- s SECTION E�.EC�TRIC ROOM 7 METAL STAIR FRAMING PLANr8N\METAL STAIR ELEVATION FTG. TYP. s STAIR TO WALL CONN. W , GUARDRAIL DETAIL 17 1 A4� :�/�"-1'-0" A4 (STAIR O GRID A7 SIMILAF) 112"=1'-o" A11 112"=1'-D" A4 - - 1 1/z"=1'-0" A4 — - - y GMt!:►'Ota I DAM: 5/4/94 DRAWN e" : �_---------ALUM. WINDOW SYSTEM ,r• ,� --,E-KED BY. tti Q 112 OF 8" T.S. 8 x 6 x. 3/16 BASHING - -6' x 6" DOWNSPOUT ABOVE / 2 �A4 4 71—14 GA. TOP TRACK -/28/94 —FUTURE GIP. BD. I V---.- 8/18/94 'Q G G STO FINISH - - ---_-1 112" DIAMETER PIPE ----- OVER 1/2' DENS--GOLD COLUMN AT 4'-0" O.C. ,.,-�- ---6"0 C.I. UP 6" _ � i Gtr' BOARD SET IN EPDXY ----- L3" x .3" x 316" W,' (2) 1 __ OOR ARMOR TO EXTEND TO 112"0 P.B. I BOTTOM OF' Sli I_ ANGLE / C7► --6" .20 GA. METAL STUDS CONCRETE PANEL _ AT 2.' -0" O.C. I -'- I - --- -O.H. DOOR / BATT INSULATION I I � f I i;ASH(N I - 4" MIN TO EDGE r --2 1/4" DIAMETER x 8" CORF. , OF PANEL } - - 1 ( DRILL HOLE ` y 24"- - SILL ANGLE ` '12-1 AT '6" O.C. r, \`------- 4-- x 6" DOWNSPOUT _ y - - ,4 p Z I I flOWNSPOU T GUARD SEE 12/A4 SHEL T ' r•L ,L I C.10 l 1 A4 n BULKHEAD WALL D_ BTAIL_ gADOWNSPOUT GUARD � DOWNSPOUT_GUARD ELEVATION Or 4 Nc i 294180 AS REVISED FOR PERMIT - AUGUST 19,1994 116 rA I's h ` u � M IC M ED � I I � I I i i � I I I I � I Iii I � i I I IJill1I I I III I1I I � , . 0 I4 i6 I I �► I I � � 1i � I Ihl1t- W� MAOE IN CHINA IN W of 4 ol r 0 1E (A G fps ,� oa c r, < r AO Q +- E r.!►. IA I NJNUA-ION SITE CAST TILT-UP CONCRETE WALL PANEL NOTES SIRUCTURAI. WOW •V) O U A GENERAL_ STRUCTURAL NOTE_ _S I IHt SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARC BASED ON A 1 UNLESS NOTED OTHERWISE., PANELS SHOWN ON DRAWINGS ARE TO BE 1 !HE QUALITY OF ALL WOpU MEMBERS AND IHEYR FASTENINGS SHALL W � U REPORT PREPARED BY _ t tN iN! _, GEOMCFNICAL PRECAST ON SITE, TILT-UP CONCRETE WALL PANELS. CONFORM 10 SECTION 2501 OF THE 1991 UBC. • LTM CONSULTANTS, REPORT DATED •F)NL .41 1'"4 THE CONTRACTOR SHALL N PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND PREPARATION OF THE 2. SEE GENERAL NOTES SECTIONS- 'CONCRETE AND 'STRUCTURAL STEEL' FOR2• ALL FRAMING MEMBERS AND PLYWOOD SHAiI C(Mv Z � �0 0 SUBGRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE CONCRETE, REINFORCEMENT BARS, AND EMBEDDED PLATF SPECIFICATIONS. FOFFAI TO THE FOLLOWING SPECIFIED TABLE;, U.N 0 � RECOMMENOAIIONS CONTAINED IN THE GEOTFCHNICAL. REPORT AND THE V p PROJECT SPECIFICATIONS. 3. THE CENTERLIWE OF SINGLE. MAT STEEL SHALL CJINCIDF WITH THE FRAMING MEMBERS. DOUGLAS FIR - LARCH (NORTH) POR tION OF TABLE 25-A- 1 O r iHlTERIA CEN1'ERLINF OF THE STRUCTURAL THICKNESS OF THE PANEL. PANELS WITH (UBC) U L O C - "- 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/2' CLEAR ON THE OUTSIDE PLYWOOD: TABLE 25-8 (UBC) Q 0 t ODE: G ` 'N NG BUILDING C 1991 UNIFORM BUILDING cODE, WITH AL(.OWABIE SOIL-BEARING PRESSURE OF 2500 PSF. FACE AND 3/4' CLEAR ON THE INSIDE FACE. SEE PANEL ELEVATIONS FOR =► �O l".! c wtNOMEN IS ADDITIONAL REINFORCEMENT REQUIREMENTS. 3. ALL S1.4O-CTURAL PLYWOOD SHEATHING `SHALL B! FABRICAIET- WITH EXTERIOR ° A. 3 FOUNDATION CONDITIONS NOT'_D DURING CONSTRUCTION. WHICH DIFFTR GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR CONSTRUCTIDN il JRAVIIY LIVE LOADS- FROM THOST DESCRIBED IN 1HE GEOTECHNICAL REPORT SHALL. OF REPORTED 4. PROVIDE 2-/5 CONTINUOUS AT THE TOP, BOTTOM AND SIDES OF EACH PANEL AND INDUSTRIAL PLYWOOD. TO THE STRUCTURAL ENGINEER AND/OR THL GEOTECHNICAL (NGINEF.R AND AT THE HEAD, JAMBS AND SILL OF EACH OPEN.NG AND EACH FUTURE RCOF . . . . . . . . . . . . . . . . . . . . . . 25 PSF BEFORE FURTHER CONSTRUCTION 1S ATTEMPTED. KNOCK-OUT OPENING IN TNF PANEL. 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKED. 0AIOW BUILD-UP N ACCORDANCE WITH 1991 UBC APPENDIX CH 23) • 4. CONTRACTOR WILL PROVIDE FOR DE--WATERING OF EXCAVATIONS FROM EITHER 5. THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL PANEL 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: SURFACE, GROUND, OR SEEPAGE'. WATER. DIMENSIONS, OPENINGS, BEAM AND J015i POCKET LOCATION!,, WEIR PLATE 3 SEISMIC LOCATIONS AND REPORT ANY DISCREPANCIES 7G THE STRUCTURAL ENGINEER STUDS, DF-L, STUD OR BETTER 5 AL1 ABANDONFD FOOTINGS, UTILITIES, ETC., THAT INIERIFR- WITH NEW PRIOR TO CASTING PANELS. PANELIZED ROOF" SUBPORLINS, 0V--L NC. 2 OR BETTER SE;SMIC ZONE 3 CONSTRUCTION SHALL BE REMOVED. PLATES, DF-I NO. 2 OR BETTER U IMPORTANCE FACTCW 1 1.0 6. EXPOSED EDGES Of PANELS SHALL. BE CHAMFERED, EXCEPT AT THE INSIDE Z 9141DING TYPE Rw . . . . . . 6 6. SITE -'REPARATION AND OVEREXCAVATION ECOMPACTION Of' SOILS SHALL BE FACE OF OVERHEAD DOORS. S.J.. /R 8. 1991 UBC TABLE ?5-0, NAILING SCHEDULE, SHAH GOVERN UNLESS MORE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE RESTRICTIVE NAILJNG IS INDICATED ON THE PLANS OR DETAILS. SOILS REPORT REFERENCED ABOVE. 7. SEF ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFERS, O 4. WIND FTC. 7. SILL PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHALL BE J ♦h 7. CONTRACTOR SHALL PRCVIDE FOR DESIGN AND INSTALLATION OF ALL PRESSURE TREATED. BASIC WIND SPEED 80 MPH .:RIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH 8 THE PANELS HAVE BEEN DESIGNED FOR THE IN-SERVICE CONDITIONS ONLY � 0 EX?OSURF . . . . . . . . . . . . . . . . . . . . B HANKS. THE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL LIFTING S. BOLT HOLES IN WOOD SHALL BE 1/32' TO 1/16' LARGER THAN THF. BOLT, IMPQRTMRE FACTOR I. . . . . . . . . 1.0 DESIGN AND METHOD. DEPENDING ON BOLT SIZE. M 7 CONCRETE L O 9. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL BE PATCHED AND 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DiA. FROM THE END AND 4x DIA. Q 0 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED 'ESTINr LABORATORY FINISHED TO MEET THE ARCHITECT'S APPROVAL FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. / n AND REVIEWED BY THE ENGINEER. MINIMUM COARSE AGGREGATE SIZE IS 3/4' �J INCA. 10. TEMPORARY BRACING OF PANELS SHALL NOT BE REMOVED UNTIL AFTER THE 10. PRE-DRILL NAP._ HOLES WHERE NECESSARY TO PREVENT SPLITTING. SLAB LEAK OUT HAS BEEN POURED AND THE ROOF DIAPHRAGM 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM CJS CONSTRUCTION HAS BEEN COMPLETED. 11. EACH GL.U-LAMINATED MEMBER MALL BE STAMPED WITH AN IDENTIFYING AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C.530. NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION n►1 PORTLAND CEMENT SHALL BE TYPE 1 OR TYPE Il AND SHALL CONFORM TO ASTM CERTIFYING THAI' THE MEMBERS MEET THE 1991 UBC REQUIREMENTS. SUCH LLJ C150. CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A.P.A. �' GENERAL 7- v j J. ADMIXTURES MAY BE USED WITH PR)OR APPROVAL OF THE ENGINEER. 12. GLU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F•-V4 (D.F. - LARCH), 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON PLAN. NOTES. CONSULT THE SPECIF'CATIONS FOR ADDITIONAL REQUIREMENTS IN NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. t ^EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE CALCIUM CHLORIDE SHALL NOT BE USED. 13. RESAWN GLU-LAMINATED PURLIN BEAMS (2 1/2' WIDE) SHALL BE 24F-E/CPSI PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS SPRUCE PINE DFL PURLINS CAN BE SUBSTITUTED) UPON APPROVAL OF ENGINEER. 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: THE CONTRACTOR SHAH VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION FOOTINGS . . . 2500 PSI v THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANC'E5 OR SLABS ON GRADE. . . 3000 PSL SPECIAL INSPECTION INCONSISTENCIES. TILT-UP PANELS AND COLUMNS . . . . . . . . . . . . . . . . . . 3500 PSI 1 DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI IN ACCORDANCE WITH UBC SEC. 306, THE FOLLOWING TYPES OF WORK REWIRE SPECIAL INSPECTION. PERFORMED BY AN INDEPENDENT TESTING LABORATORY. DRAWINGS. 304R-85 AND PROJECT SPECIFICATIONS ALL CONCRETE SURFACES AJAINST SEE THE NSPECSPECIFTCATIONS FOR PERFORMED AN REQUIREMENTS FPR INSPECTION AND WHICH CONCRETE 1S TO BE PLACED SHALL BE THOROUGHLY CLEANED. TESTING. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM LAITANCE AND STANDING WATER SHALL BE REMOVED. STRUCTURAL STEEL BUILDING CODE AS AMENDED AND ADOPTED BY THE STATE OF OREGON 1993 --_---_ _--- ___ LDITION OF THE STRUCTURAL SPECIALTY CODE. 6, ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM ITEM PER SEC. 306 DESCRIPTION SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE A36. 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE 1. CONCRETE -STRUCTURAL. CONCRETE a SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. PROTECTION SPECIFIED. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S. GRADE - - --' b. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING B. 2. BOLTS INSTALLED IN CONCRETE -A'EOGE ANCHOR INSTALLATION PARTITIONS. 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS WHERE INDICATED ON DRAWINGS c SIZE AND LOCATION OF ALL CONCRETE CURRS, FLOOR DRAINS, SLOPES, FOLLOWS: (SEE A.C.I. 318-89 SECTION 7.7 FOR CONDITIONS NOT' NOTED) 3, STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B (FY DEPRESSED AREAS, CHANGES `N LE%:,L, CH/.4t.,-RS, GROOVES, INSERTS, o. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' 46 KSI). 3. REINFORCING STEEL -REINFORCING STEEL PLACEMENT ETC. b. CONCRETE EXPOSED TO EARTH OR` WEATHER IN FOUNDATION AND TILT WALL O d. SIZE ANC LOCATION OF ALL FLOrf• AND P'h �.'' NINGS, EXCEPT AS BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . 2' 4. ANCHOR BOLTS SHALL CONFORM TO I.STM A307, UNLESS NOTED OTHERWISE. PANELS I SHOY'r+. c BARS 05 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1112' - --------�--- �• e. FL(:AR AND ROOF FINISHES. c. CONCRETE NOT EXPOSED TO WEATHER OP IN CONTACT WITH GROUND: 5. STRUCTURAL STEEL_ DETAILING, FABRICATION AND ERECTION SHALL CONFORM 4. WELDING ALL FIELD WELDING !. DIMENSIONS NOT SHOWN ON STR'C"- -i ^4' ti.;S• SLABS. WALLS, - #11 BARS AND SMALLER. . . . . . . . . .3/4' TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF --- -ALL SHOP WELDING BEAMS, COLUMNS -- TIES, STIRRUPS, SPIRALS . 1 1/2' STRUCTURAL STEEL FOR BUILDINGS,' 1978 EDITION AND AMENDMENTS, AND J THE AISC 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,' 5. PLYWOOD DIAPHRAGMS -=Al.l NAILING OF PLYWOOD 6. SEE MECHANiCAI, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE 8. REINFORCING. STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL CONFORFA TO 1986 EDITION AND AMENDMENTS. � DIAPHRAGMS FOLLOWING. ASTM A 615 OR A 706 FOR WELD TYPE REINFORCING STEEL. REINFORCEMENT BARS l T- _ -- _1 N 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 L L o. PIPE RUNS, SLE.VES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS. CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. CONFORM TO THE STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS FOR ETC,, EXCEPT AS SHOWN OR NOTED. JOIST GIRDERS, 1990. TOP CHORDS SHALL BE ANGLES OR TEES. BRIDGING b. ELECTRICAL COn'DUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURE SHAH BE CONTINUOUS THROUGH OPEN WEB STEEL JOIST GIRDERS AND SHALL c. CONCRETE INSETS FOR FIXTURES. ENGINEER, SHALL CONFORM TO THE AMERICAN WELDINC SOCIET'f STANDARD BE ANCHORED TO SPANDREL MEMBERS OR END WALLS. `) CL SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES. ANCHOR BOLTS D1.4-79. E70XX ELECTRODES SHALL BE USED IN WELDING A 706 REINFORCING FOR MOTOR MriJNTE' BARS TO A 36 STRUCTURAL. STEEL. 7. SUBMIT STRUCTURAL DESIGN DRAWINGS AND CALCULATIONS (BEARING THE SEAL OF A PROF-ESSIONAL E,IGINEER REGISTERED IN THE STATE OF THF PROJECT) 7. MCTHCOS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL FOR THE DESIGN OF THE STEEL JOIST GIRDERS. RESPONSIBILITY OF THE CONTRAC-Ok. THE CONTRACTOR SHALL TAKE AU- CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL - 1988, �-- NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE. ACI COMMITTEE 315. 8. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD / n S'TRUCTIRE AT ALL STAGES OF CONSTRUCTI)N. D1.1-80. EIXCTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM V ! 11. GROUT SHALL BE NON-SHRINKABLE GROAT CONFORWING TO ASTM C827, AND A233, CLASS E70XX. B. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH 1T 28 DAYS OF 5000 PSI. FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF PREGROUTING OF BASE PLATES WILL NOT BE PERM.TTED. 9. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE NECESSARY TO PROTECT THE STRJC'URE, WORKERS, AND VISITORS DURING 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND COWITRUCTED TO PROVIDE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION CONSTRUCTION. SUCH MEASURE SHALL INCLUDE. f3UT NOT BE LIMITED TO, FOR THE REQUIRED CAMBERS/SLOPES TO BE MADE. BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY THE STRUCTURAL ENGINE R SHALL NOT INCLUDE REVIEW OF THE ABOVE. 13. CONDUIT OR PIPE SIZE (OD) SHAD_ NOT FlCEED 30 PERCENT OF SLAB 10. HEADED CONCRETF ANCHORS SHALL. BE NELSON HEADED CONCRETE f ITEMS rR�,J I THICKNESS AND SHALL BE PLACED BETW_EN 7(W AND BOTTOM REINFORCING, ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUIT'S ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS OR PIPES SHALL BE AVOIDED EXCEPT W IERE DETAILED OPENINGS ARE W..LDIMG EQUIPMENT IN THE SHOP OR 1N THE FIELD. WELDING SHALL BE IN ;�, f UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE' STRUCTURAL PROVIDED. ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING ENGINEER. COMPANY. 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE / ✓'„Z 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EX-10 THE BEFORE PLACING. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS 11. DEFORMED BAR ANCHORS (DRA) SHALL BE NELSON DEFORMED BAR ANCHORS J DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE. ADEQUATE SHORING AND/OR SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT (OR APPRC)'otD EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENITH. SHOWN ON THE DRAWINGS. CONFORM'NG TO ASTM A496. ANCHORS SHALL AUTOMATICALLY END-WELDED WITH SUIIAHLF. WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING 11. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR SHALL AFPLY THIS SHALL. BE 1N ACCORDANCE WITH THE RECOMNIFNDATIONS OF THE NELSON DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CCNNDITICTF! STUD WELDING COMPANY. WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. 8/18/94 ABBREVIATIONSDIAPH DIAPHRAGM FB FLAT BAR HDR HEADER LB LAG BOLT OC ON CENTER SCH SCHEDULE LINO UNLESS NOTED OTHERWISE DRAY.', E- DIM DIMENSION FIN FINISHED HGR HANGER LL LFVF LOAD OD OUTSIDE DIAMETER SHTG SHEATHING U/S UNDERSIDE CL` DL DEAD LOAD FLR FLOOR HORIZ HORIZONTAL LL_V LONG LEG VERTICAL OF OUTSIDE FACE SIM SIMILAR DO DITTO FN FIELD NAILING HS HEADED STUD LONGIT LONGITUDINAL OH OPPOSITE HAND SI.V SHORT LEG VERTICAL CHECil, ?` ANCHOR BOLT CJ CONTROL JOINT DN DOWN FOC FACE OF CONCRETE HSB HIGH STRENGTH BOLT LP LOWPOINT OPNG OPENING SPA SPACES ArT ABOVE FINISH FLOOR q CENTER LINE �`-��` DP DEEP FOM FACE OF MASONRY HVAC HEATING, VENTILATION AND LWC LIGHTWEIGHT CONCRETE GVHD OVERHEAD SPEC SPECIFICATION ALT ALTERNATE CLR CLEAR DWG DRAWING FOS FACE OF STUDS AIR CONDITIONING STAGG STAGGERED N_ ^EW&ON ALUM ALUMINUM CMU CONCRETE MASONRY UNIT DWLS DOWELS FND FOUNDATION " Z EDITK3N ANOO ANODIZED COL COLUMN MAS MASONRY" STD STANDARD FT FEET/FOOT MATL MATERIAL PL PLATE ARCH' STIFF STIFFENER VERT VEE.TICAL 3 QC19NG AAPPROXIMATE CONN CONCRETE FTG FOOTING MAX MAXIMUM FLYWD PLYWOOD T&B TOP AND BOTTOM RCHI L ApCN1TECTURAL CONN CONNECTION AT CONST Ji' CONSTRUCTION JOINT EA EACH MB MACHINE BOLT PS POUR STRIP 7 - CONT CONTINUOUS EF EACH FACE 1D INSIDE DIMENSION MECH'L MECHANICAL PSF POUND`_' PER SQUARE FOOT T/ TOP OF ' B/ BOTTOM OF GOURD COORDINATE EIFS EXTERIOR INSULATION1F INSIDE FACE MFGR MANUFACTURFR PSI POUNDS PER SQUARE INCH THK THICK(NESS) ? TL TOTAL LOAD BOUNDARY NAIL CSK COUNTERSINK FINISH SYSTEM 1NSUL INSULATION MIN MINIMUM Pf PRES.URE TREATED W/ W77 H TOE TOP OF FOOTING INT INTERIOR MISC MISCELLANEOUS BTW► BETWEEN CTR CENTER ELEV ELEVATION 7NNAIL. WD NK1r)D TOS TOP OF STEEL r` BLDG BUILDING ELECT ELECTRICAL MK MARK W/O WITH OUT 6 SLY BLOCK 3 PENNEY(NAILS) EN EDGE NAIL GA GAUGE REF REFERENCE TOW TOP OF WALL WWF WELDED WIRE FABRIC BLKG BLOCKING DBL DOUBLE EQ EQUAL GALV GALVANIZED NIC NOT IN C01'TRACT REINF REINFORCING TRANSV TRANSVERSE BAA BEAM DBA DEFORMED BAR ANCHOR EXIST EXISTING GEN GENERAL NO./# NUMBER REQ REQUIRED TS TUBE STEEL BOTT BOTTOM DF DOUGLAS FIR EXP JT EXPANSION JOINT GLB GLU LAM BEAM JST JOIST NOM NOMINAL REV REVISION TYP TYPICAL. BRG BEARING DIA/0 DIAMETER EXT EXTERIOR GR GRACE jr JOINT NTS NOT TO SCALE RO ROUGH OPF_NINC a) O Q _. .c w:- Tar�tr;r• x ♦'S,� A so V, �. ;A110"AlRti 87., TQ51 294180 AS REVISED FOR PERMIT -- AUGUST 19,1994 [V _�-.TS-___ _.«.-.-_�..,_--.•._---.,...___._.._.._- .._.._._-.-. ,�w.�'•_--. ._ r�_._w_.•«-__._._._-_.,.. _...._...�.__...�.�_,.._.. __...-._ _AAAA.-.r.._.__..,._-AAAA.-_ .._.�..�.-_..-..�..--�_.-_.-._-._._._ �.-._.._____ r.+...._d__ A� r I)11 MTC MED ilI6iC � IN ilI I4 MANE I1I I I nom-nom (MAN� PL F41NA � I It V 2651-0" 4G # I io, 25'-0" 301-0" (f 9,-Qr T YP, T yp, 12 < S4 C 10 0 S4 10 3 r . 1 1 6 ? 0,;< S4 53 2 241 OA OA 34 S4 C4 \_J A) (I -_-I ---. -I _Cr 20 c r- r D/ _I 0 ❑ r F 01 r r1 5 r 0 4-- --+-4--- 4- 7-- -7- N ;10 ------ 0, 4n 16 V) V) c 9 a 7 -. 2 131 31 2 �5 '4] F S4 F 181 F, S4 S4 cr .4 EA P.S.44 0 gc 0" EE i74 r 22 19 - L_._1 / z < < LAJ >0, Go ," 0, (r) wi to vi V V a C i Z- Vvi 0 I P1 I > .a I/ r- 7 S3 17 ox it A rn ch S4 CL FTC 4-1 L.' U cc�* S Q CO 17 16'� 53 E 0ig r -I F--- -i I I r 7'1 m r -I A-6 ui I p-j- L L J L J L---j L--j I -p-j OC 0 c 0 0 0 M Z 0 7 < L S4 S4 Sim Sim -'0A r4 D �1 to to (0 to Sim 0 U P p C.J. !to (0 Lo to to El (D 04 7 S3 5 Lr) J. 1, 4 4 4 4 4 10 V) V) Ln 15 z z ci 4 ` ° L J C.J. 4 4 4 16 5 S4 S3 SIM 7 S4 4 S3 Sim 0 19 7 r7 s 42 I S4 f*4 C4 < r c) r + _ T -4 105 S3 TYP C.J. < L.-�-J i L i L J L.--J L L J r -i C )< 1 0 o cy) cy) cy) 0) P. uc y uc 0 P.J. - z z z z 0) rl V) L i P co t-j < to to -j 10 i -- Q z a ::) LA- < C4 0 .1 LL- lz E31 C14 C14 0 63 S3 S4 0 4 ct� 8 C.i &3 8 13 En r v S4 S4 10 .1 1 , V/ N P.J. � r i / ! �� rr I -A --_ ------�� i' I 8 �� � L------JO 1 U 1- ---._J� 11 � L ..___._- --fO �� o� � r J.o 9 12 16 2 f -- - S4 "I�3 S4 8 13 .N 53 S3 3 4 r. 4e S4 S3 P.S. TYP S4 7 F44� 9 1 8 --7A< 51 L-- -- F61 L-----JrA P.S. S3 53 S4 (�> O O 0 <\1'> 1 12 ----,j IQ Z, 2 CID 101, S3 L------3-_ 03 041 oo F 1 -gam &7 5/4 94 O BY: 60 ; ; KEYNOTES O \� P.S. CAVI/S0 7 -T 27 1. B.U. ROOF -�ruT GLUE 0 -J 2. PLYWOOD(iiii 31 PURLINS INS 0 2'-0"' O.C. W1 SIMI-SON 3. 2 X 6 No 2 DFLUBL F26N HANGERS. 0 4. 2�� X 16X (24F--E/CSPI) PURLIN 0 8'-0- O.C. W/HWU 10 Pit XOSI%C. HANGERS, CAMBER DATE: 5. 2)� X 19X (24F -E/CSPI) PURLIN 0 8'-0" O.C. WIHWU \01 HANGERS, CAMBER 1". O FOUNDATION AND ROOF FRAMING PLAN LEGEND 6. 10d SHORT 0 6- O.C. PAVElEDGES AND 0 12- O.C. Q 0 "QA 1'.--0" INTERIOR SUPPORTS�TT�IqAt,) SEE FOOTING SCHEDULE 7. 10d SHORT 0 .3" O.C. PANEL EDGES AND 0 12" O.C. AK, --- ,-- �' _- - o lot INTERIOR SUPPORTS. PANEL N-'.'v4BERS 8. DOUBLE ROW OF 10d SHORT 3" O.C. 0 GIRDER FIRST 16'-()' FROM WALL(j-Y� FOOTING SCHEDULE .9. DOUBLE ROW OF 'Od SHORT 3" O.C. FULL LENGTH OF C, CAL3 - '40MINAL SIZE STEEL REINFORCING P.J. PANEL JOINT GIRDER, GRIDS 4 ; 7. 11 -FE77-H- LONGITUDINAL - P.S. POUR STRIP 10, LSTA 24 AT FIRST PURLIN FROM WALL 6'-0" O.C. "LARK -ENCTH WIDr" CID TRANSVERSE REMARKS C.J. CONTROL JOINT 11. ST6236 EACH PURLIN W/(15) 16d NAILS EA SIDE OF 75'-0" O g'__6• 4'-F, J,-0. (4)#5)(8'-0" (8)'#5X4'-0" q FTG � PANEL UNLE SS CONST. JT. CONSTRUCTION JOINT DIM OTHERWISE BEAM. (30) NAILS TOTAL, TYPICAL �N 12. DOUBLE ROW Of 10d AT 3" O.C. 0 DRAG FTG � PANIFf I INLESS STRUT( 75'-0" 12 O (4)#,5Y7'-0 (8)#5Y3'-0" 13 0 01M OTHERWISE 1-3. (2) Jql)�A-EACH SIDE OF BEAM (4) IQAT �( 13 4. 5- CO�NCR�-TE SGAR-W/j -0.C. EACH WA L I (5)#5X4'-9- (7 10 r (5)#5Y4' -EXCEEDS 2*-0" SEE DETAIL 8/S4. (D WITHIN 10' OF WALL ; WHERE TOP SLAB TO T/FTG 13 -�`� O \ in ` / -T 5-3. NOT USED E D 15. coWfi�dL J610 -----7StE--9ETAtL / 16. CONSTRUCTION JOINT - SEE DETAIL2 S3. _ a - \ �`. �. '\\ \ Qvy 1 4' 4'-0" 1'_cl, (4)#5y3'-6- (4)#5X3'- 6- 17. POUR STRIP W/#4 0 2'-0" O.C( 0 REINFORCED SLAB AREAS--) 0 ZD X,- O 6. 9'-6" 2'-_F" 0)05X9'-0- (10)#5X9'-O- REINFORCING I OP BOTTOMO / 19. 1136 TJI/35C JOIST 1'-4" O.C. si u -- 18. 2'-0" X 2'-0" BLOCKOUT. 20. 2'-6" X 3'--0" POOF HATCH. 7 10 rs 'D'--6" (24)#6XlO'-0- REINFORCING TOP Ar BOTTOM 21. CST.&-2A4_Aj-2A4 (2) PURLINS FROM WALL. 0 W-O" O.C. Ile L-2-1� - - (2)2 0 16mor, xlO NAILING AND STRAPPING PLAN 24. LEDGER 0 9'-0- 0 ELEC RM 400 SEE 3&6/A4 IT (.2.5. SIMP HLICTF 210-2 0 END 0 LEDGER 294180 ;Pip U.&M ljf AS REVISED FOR PERMIT AUGUST 19,1994 . mtcRupilMED I rkma- il GLAN 41 MADE "0 61 CHINA 0 IN 11461 ___4A I � III (S4 _10 L �AI@S 4 V4 L 16 3 16 w, < < <�j < 0> V) <q> S 4 1 6 i ✓ W �b oe L 11 ,I fi 11 / Q .0� w.. ISI I I - + � • 0 c) V) o a S3. 6 6 fV • Z . 3U ❑ ❑ EJ 6 , 7 1(J 1 1 1 L � 40 0 L CJ ❑ ❑ ❑ ❑ ❑ < 00. a jj SEE PAVE 6 SEE PANEL 6 `41 t•ANl1 6 SH PANII 9 SEE PANEI 6 .S'EE t'+NEI_ 6 ;ff t'ANt.I 6 Sl.E PANG 6 WES , ELEVATION NEST ELEVATION PANEL THICKNESS: 7}* 1,8"=1'-0" 1 1 V) 10 9 2 / 8 z0/ - z sa � 6 in CL t `0 23 �, 27 ,6 30 34 37 S4 J SEE PANEL 2 J SEE PANEL 27 O S3 SEE PANEI 27 2 SEE PANEL 27 SIX PANEL 27 . 1 1 _ -- _ ----- -- MZ 2 -_ O 2 1 l� - --- — 18 _ 12 7 8 1 / 12 12 s1M --.•�` �, V) S4 17 S4 12 j 1L ------�— " \7f - cC ------- -------- --- -- 1— b m Q 4 Q 3 3 S3 SIM. Ln S' Slld. Ln � 4 , 2 �\ 'O gih 18 19 21 ;1 24 25 2 26 28 29 2 31 2 32 33 35 36 38 39 SEE PANEI 41 SEE PANEL 29 SEE PANEL 51 SEE PANEL 29 SEE PANEL 31 SEE PANEL 29 SEE PANEL 31 SEE- PANEL 29 SEE PANEL 31 SEE PANEL 29 SEE PANE'_ 31 SEL PANEI. 41 i EAST ELEVATION :n EAST FLEVATION PANEL TH1C--N rwl-* (,A R1 D E F �.. I <t 16 S3 I �_TYo L-1 1 2 2 N i 12 0 12 -- - / I 12 L.LJ w> � 11 III 3 4 �g 5 5 H SIM. --� --- -- - - — \ 4 4 I 4 r --- -3 IIa 0 14 3 L----.---------J I _ M - - I ' o > —183'-0 -O 2 39 40 iv 41 42 43 44 - ;AME PA.MEL AS EAST SEE PANEL ai —� _._...- ._ - ELEVATION PANEL 39 SEE PANEL 44 4 NORTH ELEVATION d /4 /94 NORTH ELEVATION PANEL THICKNESS: 5)�" 1/.9"=1'-0" ^ -A'� B`': CAW/SLD CHECKED BY: / F ` CE > < D > C B DLW 1 KEYNOTES ,4 VISION a 11 11 A z:- CLOSW c� s 1. 4 ® 1'-0"_O.C. EA. WA t)ATE: tT __>■J -. `__. �_ -- - - \ lV 1'.�_� OF PANEL. _ ==Z= (2) #5r_FULL WIDTH OR LENGTH�OF PANEL. : i A - ----- = 3. (2) #5 ® q OF PANEL EXTEND 2'-0" PAST OPENING. ` I I 1 ---- 20 4. 15) #'5 EA. FACE EQUALLY SPACED. Al 2'-0 i\ I� 6. ( 4)pf J�EA.FSPACED. FACE EQUALLY SPACED. 1t 13 7. (NOT USED) _ -t - 11 8. (4) #6 EA. FACE EQUALLY SPACED OVER 2'-0" SEE 02E S3 S3 �_- __ _ �� ! S3 9. �t3 TIES O 4" O.C. 10. #5 0 1'--0" O.C. EA. WAY O q. OF PANEL w t n I I 10 hi 11. (4) #6 AT EMBED. SEE DETAIL 9/S4. 12 o 12. 5 _ OF PANEL AND O CHORD TIE (SEE DETAIL 16/S3), ------ - N f •,_- 13 J I _ � O S3 I - --"' - �7'--0" FROM OP OF PANEt� 1- � 13. 44_O 10 O.C. EA. WAY A � OF PANEL PROVIDE 180' HOOK A + I O �..J4. ^ — AT PANEL EDGES VERT. do HORIZ. - SEE DETAIL 15,/S3. ;Z `✓ {�J, 14. PROWDE 180' HOOK FOR HOR . REINF. O PANEL LEGS t ` -✓r / EXTEND 2'-6" ABOVE OPENING. ��+ •• `,, Ar - - -— --- 15. SPANDREL - SEE DETAIL 12/S4 FOR REINF. A — �p'-0 �� 16. (NOT USED) SHE N ______-� / 17. TOP OF ANGLED RECESSED PANELS BEYOND.Ln I 8 8 8 ___- __ 18. TOP OF SPANDREL PANEL'S THICKENED EDGE. 53 S3 S3 19. FUTURE OPENING. BOUNDARY REINF. AROUND THE OC'ENING TO o S'=o'_ ^Q 6" CLR. FROM THE OPENING. ❑ ❑ --- - LLL.... l_.=.J 1 - 1 17 �"?/ 14 7 15 16 17 iv PANEL 10" PANEL -E PANEL 44 SEE PANEL 44 $3 SEE PANEL 41 SEE PANEL 41 SEE PANEL 41 -' SOUTH ELEVATION f SOOTH ELEVATION PANEL THICKNESS: 513" i/8"=1'-0" ST.' (FXCEPT PANEL X4: 7,4' AND PANEL #9, 10") 294180 AS REVISED FOR PERMIT - AUGUST 19,1994 MICAU& MED il Iiii IIiitiy1 � 1i Iiii I I � I � � � �, 41 l I1 � 1 C'! �� UlJltti MI►Ot IN CHINA IN � 4 , bib. ........... ------ - 11)(A !A AD 0 INSIDE FACE-----,.,,, I 1AN1 0 c)N (A?ADL -coNCRI It SLAB A I(XIA PONS fA.E PLAN FOR Sill 24 04 0 16, O.c A-9 1/8- RADIUS Too f o i ou �t2 r-j 5 "B"io x 18" LONG SMOOTH DOWEL AT 2'-0" O-C, (2) AT 4' O.0 v) SAWCU GRI ASIF ONE END --1/8' RADIUS TOOLLD EDGE f Ir jo 01 6 L" T 1,/S* 2* THILXNESS Al kl,lNf POUR SIRIP USE LAAj_1LI__A: < X j'--o', DO NOT GREASE ---1')1TERI(* SI,Afl A. M. CONDI TION) CL CtR CONCRETE SILAS -- SEE CON(;Rf,If SLAB -- SEE GRADE 4' WIN FLAN FOR THICKNESS V) SLOPE (A PLAN FOR r-HICKNESS CL. SLAH REINFORCEMFNT, SEF BELOW I O.S. PLANS I-OR REINFORCEMENT (2) 10, AT 4* 0,C, L 2 2 t/16 0' 3' 4" .1 1/4" 0 STORE I RON I A 0 • 112' 0 DRIA. IN DOORS + ON I If -COARSE GRANUI AR BASE: I/iv V) GRANULAR BASE: I o" LAJ CL 0 r 4 (2) 05 co cwf 4 t 112" a 3' 0'- --SLAB REINFORCEMENT, SEE --#5 AT TOP AND 807-TOM EMBED 'c Z 0 0 PLAN FOR SIZE AND SPACING. LAJ REINF. CONTINUOUS THROUGH MAILULJOINT INSTRUCTIONS., 1. DOWELS ARE TO BE SAWN (Ori IF SHEARLD, GRIND ENDS --COARSE GRANULAR BASE r 70 ;E C JOINTS WHERE REINF. IS REQ • TO REMOVE DEFORMITIES). FILL. - 40 0 4c 0 IlL 9L ISI�CONTROL JOINT- (_2_NCONSTRUCTION JOINT I/,-4 'JURN DOWN SLAB EDGE 5 WELD EMBEDS CONNECTIONS • STE -PLAN Fo� :-flCKNESS 3/4"=1'-0" 83- SEE PLAN FOR THICKNESS 3/4"=1'-0" 1�_S3 JAT STORE 11r0ro —314 NOTES INSTRUCTIONS: REBAR TO A"FW A70f. SIM. 0 DRIVI IN DOOR',- CONCRETE PANEL -------DOOR ARMOR ------CONCRETE WALL PANEL SEE ELEVATIONS z U z cr_ 1/8' BENT PLATE W/WELDE`D NOTE: #4 x 12* 0 12" O.C., EXTEND x 2'-0' x #4 DOWEL 2" CLR;",, CLR. PLACE CONNECTION 1 -0" 0 O.C. IF T/SLAB _j ARMOR TO BOTTOM OF SILL A E AT 4' FROM EACH END OF PANEL OUTSIDE m x 3 x 1/4 x FULL WIDTH NOTE: TO T/FFG EXCEEDS 2'-0* v 0 1 D C) 7 PROVIDE AT 2'-0' O.C. k %" x 4" x 1'-0" INSIDE -CONCRETE TILT-UP PANEL W/ 112*0 x 4" NELSON \ PLACE PANEL TO FOOIING 174(3112�_\ ---- WITH (3) #6 x Y-0- A706 S 6. SEF FOUNDATION PLAN FOR co Z STUDS AT -0" O.C. OR 7 - CONNECTION V-0" FROM 6" #5 x 1'-0" AT 1'-0" 0.C. EACH END OF EACH PANEL. SIZE SHIM AS REQUIRED AND 0 —CONCRETE SLAB ----DRY PACK AFTER WELDING 0 V) #4 Al 2'-0* O.C. x 2'-0, WELD WITH 1/2"-FLAT BAR., BARS EACH C, EQ. SPACED �#__Zl .0y _WE[_D ROD AS REQUIRED � { f FOOTING SLAB REINFORCING, SEE PLAN TL AB REINFORCEMENT T/SLAH I SEE PLAN (UNLESS DIV, OTHER*15E) -------CONCRETE SLAB 3 c� FIN. GRADE x V-0" x V-0" _CONNECTION 'C', SEE z COARSE GRANULAR EMBFD 'B' DETAIL 5/53 MATER!AL �o WITH (2) x 4" x 1'-0* \--CONNECTION V, SEE NECTION V TYP.. < 'C' r4 WITH (3) #6 x AS REQ'D 5 V) U0 ON CHAMFER 1/4 5" 1/4 3 112' DETAIL 5/S3 1/4' E DETAIL 5/S3 TO HOOK INTO LOWER REINF. NECTION 'C' TYP, 0 FOR FOOTING SIZE - SEE C,4 MATT A706 BARS EACH r .IN SEE DETAIL 5/S3 ----FOR PANEL REINFORCING FuOTING SCHEDULE AND EQ. SPACED CONCRETE TILr-UP PANEL OUTSIDE SEE ELEVATIONS FOUNDATION PLANS SEE FOUNDATION PLAID FOR SIZE -------FOR FOOTING SEE PLANS STD. HOOK --CENTERLINE OF FTC. AT *4 AND FOOTING SCHEDULE CENTERLINE OF PANEL Fn 0 I.R. TYPICAL UNLESS NOTE: • SEE FOUNDATION PLAN FOR SIZE NOTED OTHERWISE FOR FOOTING LOCATION FOOTING, SEE FOUNDATION PLAN SEE FOUNDATION PLAN t,#_�'N� DCXC.X HIGH D%C%1("..%/R _�� PANEL TO SLAB 8 SHEAR CONNECTION AT FOOTING r7 314"=l'-O" $3 PANEL FOOTING CONNECTION ,o PANEL FOOTING CONINLECTION AT EXTERIOR CORNER 3,14"=1'-0" /4'=I'- TOOLED EDGE TYP. JY LMBED '[3'- 3/4" CHAMFER TYP. 3 (L W 314' MAX e 318* x 2* CONCRETE PANEL SEALANT x 4' 112 MIN. BACKER ROD INSIDE FACE TOOLED EDGE, TYPICAL --TOOLED EDGE CONCRETE PANEL AT INSIDE EDGES 0� (2) #5 VERT. Q) 14 <i AT HOOK ----HORZ. REINFORCING AT • tp r ci INSIDE FACE PANEL LEG WITH 180- HOOK, SEE PANEL ELEVATION FOR _j LOCA TION c� < OUTSIDE FACE, -­ -_ - - -- ii, BACKER ROD SEALANT-- �!j E_ =-v cr a- < > 00 —,EMBED V <! 00 2' cy, T c�D - ._j - O OUTS DE FACE 1/473- 112- CHAMFER TYP.---- -0 1 1 112" 1- CLR, BACKER ROD CLR. ci EMBED 'B'-- 112" CLRI --OUTSiDE FACE OF CONCRETE L 2 x 2 x 5/16 x 5" LONG CONCRETE PANEL TYP. SEALANT -OUTSIDE FACE OF CONCRETE PANEL 314" MAX. EL PANEL 112" CHAMFER FYP. 112" MIN. u ILL --NUMBER OF REINFORCING 0 LL. EMBED 'A' _----NUMBER OF REINFORCING BARS •RIES, EQUAL SPACING Ln BARS VARIES, EQUAL SPACING o NOTE: PROVIDE CONNECTION EQUALLY -3/4" MAX. 112" MIN. NOTE:PROVIDE CONNECTION EQUALLY SPACED, AT 4'-0* O.C. MAXIMUM SPACED, AT 4'-0- O.C. MAXIMU NOTE: -SEE PANEL FLE'VATIONS FOR REINFORCEMENT AND THICKNESS V-0' ABOVE FINISH FLOOR TO -TOOL ALL INTERIOR EDGES OF CONCRETE' PANEL V-0' BELOW TOP PLATE V-0' ABOVE FINISH FLOOR AND 1'-0" BELOW LEDGER PANEL / PANEL CONN. INSIDE CORNER 13 ND TO END /"_14 �TYPICAL PANEL LEG REINFORCING PANEL LEG REINFORCING 0 NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS -SEE EMBED DETAILS I PANEL JOINT 3- 1'-0' NOTE: SEE PANEL ELEVATIONS FOR REINFORCEMENT 1 112" = 1'-0" �W I NOTE SEE PANEL ELEVATIONS FOR REIN FORCEM E 11 7 UTSIDE CORNER 90 DEGREES 3'=1 a NOTE: -SEE PANEL ELEVATIONS F REINF. AND THICKNESS 3 1 -0" S3 '; /' /94 1\� SEE LMBED DETAILS BY: -SEE EMBED DETAILS -TOOL ALL INTERIDR-MISES-O"ONCRETE PANEL SEE EMBED DETAILS ---7DOL -A�JNTLFWW�fo_G�cs OF CONCRETE PANEL SLD SEE PLAN CHECKED BY: 114 5 DRYPACK AFTER WELDING X 6 X 6 -BASE 1�314 x 13 x 13 DLW I" RET. X 6 X 9 W/(2) - RE%--, '4. 2 MIN. —SHIM SPACE, 1;b ED4',014 TOP BOT./ 1/4 f 1tv TYP 16 X 3'-0- A706 CLOSING ----BLOCKOUT GROUT FULL t, 0 A T4 -- FOR REINF. TIES, SEE ELEV. REBAR R Z WITH GROUT< ILI CL 7 94 r') 5/16 --CONCRETE FLOOR SLAB /28/ U_ > f 1 11 ;o - — SEF PLAN FOR THICK-NESS I(N 4 �-BOTTOM OF LEDGER/TOP PL AND REINFORCING 10i _AL71RNATF CROSS TIES c� XTERIOcL V--4- -: •�i , '----------COARSE GRANULAR RASE -lei 4__ a% --7 Jtf1lfM 05 CHORD STEEL--I' ELEVATION Q 0 SECTION ELE VA TI ON SEE ELEV. co t 3 x 3 x 114 Co 5. T/4 -48 COLUMN, SEE PLAN 0 V VC kwi c" + FOR PANEL REINF. SEE ELEV. _--,--13ASE E 3114" x 13 x 13 *:w Owl'E�l 11�ftMw' % 0 _j ff WITH (4) 314-0 !TW TRUF30LT 2'-0" EXPANSION ANCHORS wirH MIN. 6" EM13FD 0 FrI=Q — HORIZ. REINF W1180* HOOK I-6v C/f ADD (2) 0 ROM 6. NOTE- PLACE CONNECTION A.-..- L 2'-6' BELOW TIPLA TIE WIN. MIN. \---(2) 06 x 4'-0" A706 REBAR -----2'-0' x 2'-0' COLUMN S3 u 13LOCKOUT PLAN PLAN ---(2) 06 x 3'-0" A706 REBAR OF TYP. CHORD SPLICE— t7 ALTERNATE CHORD SPLICE TYPICAL BASE PLATE 20 10 PANEL REINFORCING I" NC c� 7-7; �--w ) 7 --------- 294180 AS REVISED FOR PERMIT - AUGUST 191994 MC1 1111111 1111111111 11T 11111 11111 1111111 Jill 111111# 49 I r GLAW CADE tm CHINA IN 2 C L R. E=: [7� 114V' 71j4� _L IL WELD 74 3 112� -4 0 1E IL 3113- x 2