The URL can be used to link to this page

8192 SW DURHAM ROAD-1 CASTILE 'D' END SLAB EDGE - -- ------ -- - T�__-_ DESCRIPTION: Z2- `7S• /? ' y Z,? DATE: =• c MONOLITHIC SLAB EDGE DESIGN CHK. �Sunward Corporation o, DATE: BUILDING JOB NAME: CASTILE "D" � Metal Building Systems DEAD OAD _- G . Z PSF BLDG. CODE JOB #: .Ass-, 71 � � �I'UF _- _ _�. ------ - - 700 13th Ave. S.E.,Jamestown, ND 58401, 701-252 ROOF L.IVE LOAD: Zj pSF WIND LOAD: j MPH ----- ��--- -- --_ - -_ `, �G 1 N 'r D 7:390 FDN. LOCATION. TYP. ENDW a14389 FRAME LIVE LOAD: �Z- PSF SEISMIC ZONE: EXPOSURE: ' ALLS OTHER LOADS: --- -- --- -- ---_ _- _------_ - , CLOSURE: ORE.•vN �` JOB NAME: • C • BUILDERS VERT. .DOWNWARD TOTAL LOAD (LBS.):--1 3280 (DOWNWARD LOAD CARRIED BY SPR. FOOTING) �. MG e z�•nc y� � _- NET VERT. UPLIFT LOAD (LBS.): 0 - - i` --�__ -- ts1 Y30, " - p' LOCATION TIGARD , OR 8 ��- X1/!1 ►oN 2 �C ti M. l \ r� �0. _ DEsr.RIPTIoN: 45 ' a 100 ' X �3 ' �Ic� s� L LI - IIir CONCRETE STRENGTH (tC) 2500 psi i G 15 799 �:rt IU � ALLOW. SOIL PRESSURE -- f --15 0 0 PSF- -_-_ - -- ^- 04 G;N7INUOL'� 0 T^� WORK ORDER NO: _ DECEMBER 16 , 1996 --- __ _ _ "' :1`v� _ =-�;= F�� 'ErAI, �. � DATE - NOTE:- FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT _' _ LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. �P ! - - -- ------- ! - -- h DEPTH OF FTG. BELOW GRADE 1 2 - CALCULATIONS & IDEWALL CONTINUOUS FOOTING , _ IN. MIN.) 1 I V.�r<IE� ,� _ ;- � � G„ _ DETAILS DESIGN SOIL PRESSUt3E I 1 3 0 O�PSF - i _ z � -� i-' � 1 - -i I .. FOOTING WIDTH - --- --�- 1 2 IN. (MIN.) .�' T _ _ OJ FOOTING DEPTH _ -"_ I 1 6i IN. tt= �r �� Pr 't�L LOAD ON FTG. ` I 132FOILBS. _ .? l (✓F so _- -__ - L _ o FOOTING AREA REQUIRE) - -� 10.2.FT."2 DESIGN d 12.51IN, ~^ '�Yl�p �( PROJECT ENGINEER I - LENGTH FTG. REQ'D(DL+SN) I 10. FT. !,r- `\ ' T ('C)-s5 CON T INUOLIS a 5C i OM q - - - RAMI, APHJi ARY , P. E. LENGTH FTG. REQ'D (UPLIFT) I 0.O'FT. __-- E---If )x-��'dL�--- �-• NC' REG) S7'FRED PR0FESSI0NA1, ENGI EER - y I I THICKEN GONGRET; A= REOUIFZ:7 TO =' _ I BOTTOM TOP F'F;�VICE E" MIN. C.= CONCRETE GOVEF Mu DESIGN MOMENT(FT.-LBS.): 1 28828 0 _ ON ALL ANCI-CR °ACL"~ AND R1!INFOR;INC --- a-1 1 ,27 0.00 _� ! -- -- AT GUFcFAC E FOURE:� AGAINST SOIL , r � GAS` t�G!?IE '� AREA OF STEEL REO._ 0.54 0.00 (A.C.I. FLEXURE TABLES) AT =�•R AuES IN CONTACT WITH 50I�J ��, E >�Q � O -� _ 1�PF 41 13,058 AREA OF STL. PROVIDEn0.62 0.20 OK USE •-> 12" BY 16" SLAB EDGE W/ (2) - N5 BOTTOM AND (1) - M4 TOP 4 i... OF S L AS =, E i A I i+ (NO SHEAR REINF. REO-D) I 5GA!E: 514" r lneering, �n�. CAST-0. 10/21/96 at 22:02 � 99084 Proctor Blvd., 5ulte "G„ Q cE�• 2- (� �� Sandy, OR 47055 W-9) 668-6550 ASK.4 Engineering, Inc.. /� BUI )6-064.1 ro� r Blvd., Suite „G„ -- -- - --- - - - - t A u, . 2 , 19 -9-7 Sandy, OR 47055 8192 SW IN I R I I A M R I) 13(11196-0644111 t ')2 SW DURHAM IAM RU Page � iP 96-00-14 � �3) 668-6550 lit 10 )6-0644 81 101:27 - - (;192 SW DURHAM Itl) RI 2 SW I)(IRI IAM RD A�*�� I WEDGCOR, INC. MEAL BUIL INC. METAL BUILDING SYSTEMS 00 60.L BUILDING"PG SY$TEM( ✓�T METAL BUILDING 14.0 a•ttonst o r o ite.„o•�.......�.�.a wot•tro„xt noc ENGINEERING DEPT. *****SIMPLE BEAM DESIGN***** BC BM 1 � `S, Z 4 *****SIMPLE BEAM DESIGN***** BU ENGINEERING DEPT. JOB NO. INPUT ECHO REPORTIS�Z Cl ,ir)B TrTLt:.- _SHEET NO., I L, •,• c T ,. ITPUT ECHO REPORT T JOB NO. LL(PSF) DL( PSF) BAY(FT) SPAN(FT) USL(FT) FY(KSI ) DEFLECTIONS( LL L� DL) ; L/ LL(PSF) DL( PSF) BAY(FT) SPAN(FT) USL(F.. ) FY(KSI ) DEFLECTTONS(LL LL+DL) ; L/ G 3 ' I E ^ '` I _ _ -MADE BY CK'D BY 12 5 . 0 0 10 . 0 0 16 . 6 7 22 . 50 2 . 0 0 50 - 00 3 6 0 . 0 0240 . 00 JOB TlTtw._-- _-SHEET NO . DESCRIPTION ` . -.r•• 7�a125 . 00 10 . 00 8 . 50 11 . 33 2 . 00 50 . 00 360 . 00 240 . 00 _ DESCRIPTION - -_ - -MADE BY - -, CK'D BY - -DATE _�:4/-4(i �. OUTPUT REPORT OUTPUT REPORT o,, � � --DATE BEAM SECTION FB(KSI ) fb( KSI ) UC DEFLECTIONS ( IN . ) BEAM SECTION FB( KSI ) fb(KSI ) UC DEFLECTIONS ( IN. ) LL LL+DL L/ LL LL+DL L/ O�+�+ Z �,,,N L ,(��f Z BU20X 311 . 58 30 . 00 24 . 34 0 . 81 464 430't, BU10X 10 . 05 26 . 73 20 . 86 0 . 78 534 494 e y.3L r, L__ BF( IN . ) TF( IN- ) D( IN • ) TW( IN . ) BF( IN . ) TF( IN. ) D( IN. ) TW( IN . ) G� k•e- l i 6 . 0000 0 . 50`00 20 . 0000 0 . 2500 ��' r� L.t,«,w I e� ¢ �, r1n�,�--��015 S . o000 0 . leao 10 . o000 0 . 1120 ,,w' �, ,� _ 2 MAX M �^ OMFNT FT. K . REACTION KIPS �� 'i/1. � 4�1'"�"�' S 144 . 70 ) 25 ( 72 ) Mh}:.MOMENT ( FT. K. ) REACTION ( � rJ� -J u�� c , � y��T ,:��„ � . , 18 . 5 8 6 . 56 (p_ l( 5 ,,.u., _ 4- �.., r.'L= i� r'� : ! ,, rC 5 STRESS--FV=14 . 14 fv= 5 . 42 KSI UC: 0 . 38 • � --SHEARING STRESS--FV=1.1 . 26 fv= 6 . 08 KSI UC 0 . 54 7 Ctt-I'r **SECTION PROPERTIES** INCHES **SECTION PROPERTIES** INCHES A� �' --�� - SX RT AREA IX D/AF SX RT AREA IX D/AF C I l ( � q '4 �y' {11:c+• I g 1 �IP�1�1 ' 71 . 34 1 . 54 10 . 75 71? . 40 6 . 670 10 . 69 1 . 32 2 . 45 53 . 46 10 . 670 ,70 ***BEM WEIGHT*** 823 . 05 LBS ***BEAM WEIGH"*** 113 . 90 LBS O SIMPLE BEAM DESIGN BU BM 2 S M _1 - - (3 t✓1-IvAA ( INPUT ECHO REPORT __ LL(PSF) DL(PSF) BAY( FT)- USL(FT) FY(-KSi ) DEFLECTIONS(LL LL+DL) ; L/ 125 . 00 10 . 00 8 . 50 ' 2 . 00 X50 . 00 360 . 00 240 . 00 OUTPUT REPORT ✓/� /S S D 1 �1 BEAM SECTION FB( P I ) fb(KSL-Y UC DEFLECTIONS ( IN . ) �cS P I2163 y •C �C' o,< e 4 a LL LL+DL L r , BU10X 10 . 05 26 . 73 20: 56 0 . 77 546 506 w( P 6 Y6 I BF( IN• ) TF( IN. ) D( ;N. ) TW( IN . ) µS 5 . 0000 0 . 1880 10 . 0/000 0 . 11.20 X11 Z37 'j MAX.MOMENT (FT. K- ) REACTION ( KIPS ) , 18 . 31 6 . 51 ( V \AIo "I h' - I/ / --SHEARING STRESS- FV=11 . 26 fv= 6 . 04 KSI UC 0 . 54 G.� (�� \ / 1 _ **SECTION P1'.OPERTIES** INCHES / I I Sy, RT AREA I X D AF �1�� `�+� a � ,'�� u• � _ (. � ` -; ------- r ----- p ��1 10 . E9 1 . 32 2 . 95 53 . 46 10 . 670 `� �`1E' ***BEAM WEIGHT*** 113 . 06 LBS 7L I It V I F r O l✓ - 41 .Lr ti'r USC y- I lit Jl'96-0644 lit II't)6-0644 lit IP 96-0644 1111296-0644 ti11 I)1IItIIA - t p �• - C �• c' ;„ , •� ' � �' I 8192 �W I)l IRIIAM RI) 7 OF ;� / �1 IlU 81)2 SW IN R 8192 SW O11R11AM Ill) � �� - � � r,()1-' 27 77 101`27 11' this notice appears clearer than 111v JUN O Z 2000 dOcunll nl, the docun)enl is of ntar�!inal 11na1'tF' II11L I't)I I l 1[11'(1 II ' i it i , 'illl . ,l �ll►; iIl :,I) �i III�I ! l , I� ; t iI i tlll I,I I III�IIIi Ilil( ('� .� r'xi . �I � I 11 `111 ' 11 i ' � Iillll! i I ,Ill� l� illtl I, ; , 111! 1 !, I � i I , ! IIi s I ' l I t i, , L. _ t 4e1 � - INCH ( MADE IN CHINA ,Elf , f3 a T TT II 1111 II 111111 II IIII II Illitlll 11111 1111111 t 111111 IIiIi I !il'ii'liilil (11:11 111111 iiin'I I!" ilii � I' ''i ! i�l�ll I{ �n � , •'t't' II ��t��l ,� �I��I,IIi Ilr�lllllllll�ll„IIIII ,II. I�„ .,.II 111, ,,I„i,. .,,,I,,,,,I.f„ . ,1,4......1111,,,.,lIIIil.l,..I..I,,,,,,I• •...�I!!l,.,,,.I!I.. .Illii.,111,..,i!1!I!luiill,!!!,l!1!,.....III„t.,.11l1,l11,1111it11,111iiil,lll„ ,.,�I„I�,,,...,�,II,,,,I,III,,:! ,;I��,�,,„�,�,�„Il,,.,,,lll�lllh„I,It, , .• MEZZ SIZE: /-/3- J p.O # r j 7?- DATE: PAGE: =/ OF MEZZANINE JOISTS Sunward Corporation ME ZJO.ST.MCD S 700 13th Avenue S E , Jainewown, ND 59101 INPUT: DATE: 4/9 6 701-2.52 7390 DL 10 PSF REV: 6/96 ENGINEERING DEPT. := LL := 125 PSF ,ae No ��.,/ 2 , y TW := 1 .333 FT Jae rl n-�_.___.___ ---- --- -_.------- --- — _ _____��___ SHEET NO, := 15.857 FT 240 DL+LL DL + LL LL DESCRIPTION _ JrUDE BY __._ 6A1JL2 := 360 LL w l :_ • TW w2 :_ • TW -------- -_- -~ 1000 1000 - _._ -------- -----------------------� wl w2 V1 :_ -- L V2 :_ -- L 2 2 Jz : ZS•7 Z W1 2 w2 2 a-ic•0, s 7 L .* Z M1 := 8• L M2 :_ e - L - S/. qq wl - 0. 18 w2 = 0. 167 Ix :_ .000508474658• M1. 6AL1,1• L ks L (0 CJ{c"' KI—=/t t Py - V1 - 1 .4268 V2 = 1 .321 REQ1 37yy M1 - 5.656 M2 - 5.237 Ix 10.945 Ix 15.201 Ix REQ2 .000508474658• M2. 6ALL2• L cG� - = ��CS �'' '14J►b''I G er y/�,M REQ1 REQ2 DL+LL LL `I Z-13 "'LI - T, Z�8 — INPUT: --Section M u us Net Sectio --- Of connection clip ASD PG 4-88 d := 6. (length of clip) b := 4.5 (distance from center bolt to bolt) 9Z -a F�-� �d - - G dl := 4.75 (distance from face to bolt line) -> FC-172 7 Ga. tp :_ . 112 (thickness of clip) *9C or 8C -> FC-171 7 Ga. t :_ .082 (thickness of connected part) * S NET - .7349 IN 3 n := 2 din :_ .5 2 CALCULATED SPECIAL. NC := 2 Number of clips d 2 r 2 - tp• (dia + . 125) V1 S :- tp• - - b • n n 1 V :_ — 6 6d NC dl S 0.436 fs := 2 M := V• dl• fs fb :- V• —• fs fb - 15 .553 < ? 30 ksi v� V = 0.713 kips/clip S M = 6.777 kip-in .5 2 2 Allowable fs M Bearing .[ R := V — + R1 := 1 .2 65 tp dia n (n - 1 ) • b R a 1 . 666 < ? R1 = 4 . 368 kips kips Allowable bolt bearing on connected materia? ------------------------------------ 3 ---- TYPE CONN Ral := 68 • dia• t Ra2 := 68 dia t 2 .22 _1 3.768 kips - OUBL Ra- - .788 kips SINGLE l fit 1p 96.0644 44 8192 SW DUMInM RD I;l,�,tSWi1WHIInM RD Q 01:27 KI 10 CSP 27 If 111is notice nppears clesu•er 111:111 the JUN 0 Z 2000 document, the tlnt untew is of m,v'gin:►I (Iii dity. Illlc'rol1In1cci I I!ljl!fi!JI!llli;jl ; l! : !I SH ;. .. INCH I IAAO[ IN acINA -(li►!! i !! i ' !I! !li�l(ill� l I !I! III�!I) !1111 II I IIII it It I11��111111I'I II"illll.,. + h �, t�---- - , � � �„� „I,.lI�l,.,.lill�ll I I! �II:�I!! I ;II !•!III I.. i�!!,!;� I � I. ,. 11 . ;� I I � 1'�� I I I. I.. t II �I > ih r 1� 11 :!I!!!I:!I! !!i!�...illii!lii!il�!i!III!inllilt!!;�!II!I..!!lIII!i,..!II!!!!II!lli.ii.ilii!i:;�!!I!'ln��ll„!I„�.In„II„�►I, (nlltn�,l„„�r,�„I,,,, I and Construction Services Inc. 19025 S.W. Center Street s P.O. Boz 23184 Tigard, Oregon 91223 Phone: (503) 620-2086 I FAX- (503) 684-3636 �v _r _I.IAce � CITY Of: "TIGARD d ... . ...... Y gpproved... ... . conditionall For only tt►Q work as des@�t4 > PERMIT NO.A6?- I r See l-atter to: F0110w• Attar' ��ah .lob Addr CODE DATA TABLE OF CONTENTS 1. REFER TO SUNWAF'r' DOCUMENT5 FOR BUILDING "SHELL APPROVED PIANS tAUST BE Ott JOB SITE iNFORMATION. (BUILDING STRUCTURE AND SEiSMIG> NIC:OLI ENGINEERING I O,I ---------- -- CsENERAL INFORMATION OCCUPANCY F- 1 -B,- Al CONSTRUCT ON T T PE: V-N 4. REFER TO NICOLI ENGINEERING DOCUMENTS FOR FLOOR PLAN5, .- 11 _ - ___ -_--.-. 51YE ALAN PORCH AND RAMP DESIGN / INFORMATION. OCCUPANT LOAD: 61.5 FLOOR AREA: 4,500 S.F. 2.1 - - --- FLOOR PLANS, RE5TROOM DETAILS i 05t FLOOR=4,500 2nd FLOOR=4,500.) 3.1 __.__. ___ ------ ELEVATIONS 3. PROVIDE A 24 TO BC FiRE EXTINGUI5HER IN EACH TENANT ALLOWABLE AREA = 5000 5.F. 4.1 _---- BUILDING SECTIONS SPACE IN A CONSPICIOUS LOCATION W/ A 516N PLACED ABOVE 4.2 - +PORCH DETAILS E4G+4 (NFPA 10, TABI-E 3-2.1). 4.3 - RAMP DETAILS Z1\1 1-22-96 PLAN C�4ESK FIR57' FLOOR 5,1 �.� UETAI - - REv1510N5 L5 REVISIONS: ~:'B VI U APR VALs MANUFACTURING 4,500 5*. (OCC. LD.= 22.5 i. SITE DEVELOPMENT .APPROVAL: 5DR 5( -0008 _ ----- -_ _ SECOND FLOOR 2, SITE PERMIT: 5IT96 -0022 , 67 ORAGE / STOC<ROOM = 4,500 S.F. (OCC. LD.= 15 � � SUNWARD / ASK4�NCxINEERINCx a.- I Z�l -- _ - - -- -- - - -- COVER SHE E T 1. FILL USED FOR THE SUPPORT OF THE STRUCTURE 5HALL BE FI FOUNDATION 3/4 '' MINUS ROCK PL,,:+G.ED IN 6 " LIFTS t GOMPACTED TO 95%. A! ___�_ _ __ ---- - - 4NC+-40R 5CL7 AL AN A2 - _.__ ___-___--- -- COLUMN REACTIONS 2. OWNER 5HALL PROVIDE THE CITY C= TIGARD WITH A E! __._ - - ___- FRAI"fE ELEVPA"71ON5 COMPACTION REPORT FOR FILL UNDER "HE BUILDING. E2 FRAME ELEVATIONS ; =3 _ __ ____ -- FRAME E LE VA'f I ON5 FRAMING NOTE5 !�! - -- ----------- PR4MING DETAILS ! 1. AL L FRAMING MEMBERS SHALL BE D.F.-L NO. 2 OR BETTEf�'. } G2 FRAMING DETAIL5 J 2. 2nd FLOOR SHEATH NG 5H4LL BE 3/4" PLT'--WD, W/ AN APA RATING J OF 40/20. NAI!_ W/ 8d GOMMON NAILS AT 12 '' O.C. IN FIELD AND q (0" O.C. AT EDGES. --- - IPROJECT__ 3. ALL WOOD IN CONTACT W/ CONCRETE BE PRE56UQE S.W, DURHA!1-1 ROAD d --- CTIONS TREATED. ,y` /gyp PHASE � SITE 4. ALL WOOD EXPOSED TO THE EXTERIOR / WEATHER SHALL TIGARD UJ�SNAFF R tJURNAM ``- � THE BUILDING OWNER 15 RE5PON5I5LE FOR THE DEVELOPMENT PRE55URE TREATED OR TREATED' FOR CLIMATIC EXPOSURE. NIGH 5 E 5CI•400L �yFFOLLOWING 5PECIAL INSPECTIONS: T 5c:400L BUILDING D U.S.A. 1. FIELD WELDING ( IF REQ .). 1. ALL PENETRA71 ICN5 iN THE BUILDING EN,/ELCPE ARE TO BE TREATMENT 2. REINFORCED CONCRETE. CLIENT: SEALED WINDOWS t DCORS ARE TO BE CAULKED, GASKETED PLANT 3. COMPACTION REPORTS FOR ENGINEERED FILL. OR WEATHERSTRIPPED. 4. STRUCTURAL 5TEEL DURHAM 2. A 1 - PERM VAPER RETARDER IS TO BE INSTALLED ON THE �5. TORQUE ON 4325 BOLTS INDUC.3TRIAL WARM SIDE CIN WINTERS ON >c>LL EXTERIOR FLOORS, U�ALLS a �M "`�lA'�-� MAP �-..._J �-�� ,_�^� � PARK CE LINGS. Y I �V �v' 1 3. INSULATION WALLS = R- 13 BATTS _ S.W. DUKNAtiI ROAD ROOF = R-1Q BATTS TIGARD, OREGON 4. IF RECESSED LIGHT ARE U5ED, THE SHALL BE INSULATION DESIGN LOADS (FOR PORCuES COVERAGE 0C) RATED. Date: 12-13-96 5. WINDOWS 5HALL BE DOUBLED GLAZED W/ 1/2" AIR SPACE, ROOF SNOW LOAD5: 25 P.S.F. Scale: LOW E coATING AND TINTED OUTDOOR PANE. WIND 5PEED: 80 1`"1.P.H., EXP05URE B I Drawn by; PP --------�-- --_--__._._...,�--• -----__�____..____._----_------------_.-.--.�. Checked by: .ICA rv. WINDOWS SHALL MEET THE SHADING COEFFICIENT 5 r��NDARDS DESIGN SOIL BEQRINCs PRESSURE: 15©© P.S.F. Job Na.: 950930 OF 0�5� MAXIMUM. 5E15MIC ZONE: 3 Drawing No.: DCOVER �. STRdc.Al NO - -. -- ---- -- '�� ELFC T RICAL 5H4LL BE BIDDER DESIGNED. (/ 2. ALL EXITS SHALL BE ILLUt"IINATED W/ LIGHT HAVING AN INTEN5177 CF NOT LE55 THAN ONE ( 1) FOOT CANDLE. -------------------- Z� �. 492 8194 & 8196 Se W DURHAM ROAD � OREGON 97223 SHE:E T 131,11196-0644 8192SW I !JIMAN1 RI) 0 • 1 II ()I ;i .... ..,, ,,...i e.-wM,M-.e�.�.H..'.�.MM..� "Y.MP'Mtf..y'..r-N":M w-.•..r•......�.�u:.x...i ..,If � .. .. .. .. . .. .. If 111k notice :111pears ciem-er Than the i U N 0 2 1000 docnnlenl, 111e document is 11f marginal timililr• Inict-(611111( jlli�lll �l� ! I� !il ; lil ;lji i I;Ilili�E; l;l;!� ! I;; ; I i • , ,_ Iill1 � i ILiiIli•Ijit( , 11 NCH MADE IN CHINA I+ 13 I II illl ! 11111 I 1 ' Ilitl Ifll lillif iiilii l ! !' ! ' 1 �' .1. Jill!! 11. IIIIII�IIIII„11111. i,1II I��I,,.i,L1�11.1�11lI�L. ..!!I�•,,. lII. , l!�"!II!il!I!I!I!: 1!!I!!!!I!II!!!!!!illl!!!!t!II!!!!tl!!I I illlil! 1•ii� ii:i.0 li iii•••1 � nl �i, ui 111�� 1�� i! Y rix t Jv rl Y '` Y .. k .• �, 1�'1 1''��. - rte.., 1 . .R ■+j ,� ,tar `" ?. , >� ri »' �r��. .. � .. i n Services I _ . Al and Constructo ng I 9025 S.W. Center Street f P.O. Box 2.3784 Tigard, Oregon 97223 Phone: (503) 620-2086 FAQ(: (503) 684-3636 1 f I I I 1 I i ' 1-22-96 PLAN CNE CK REV151ON5 REVISIONS: I I PWASE I SITE DEVELOPMENT .011 { � , l j i , ► I I � I , ' { ! 15 -sa — \ 395^� ❑ `' { I I BL:G A WALLS RE IRED TO I 1 �-- BE I ►4R. DUE TO LOCATION TO PROPEPTY LINE L-IT d n- -°A I + + ACCESSIBLE Rou'rE PNA3E 2 SITE DEVELOF"ENT _ SEE APPRO•✓ED 51T _ J _ -_—"� ONE "OUR 11 1 r I PLAN aIT96-0011 ASSEMBLY �. PROJECT_ ASSUMED __ ASSUMED—_ PROPERT`r LINE\ PRoRTY LINE I I PHASE 2 I I ONE =+OUR A5SEMBLY DUE 0 i J 1 TO LOCATION TO A88uMED�. 1 I ' DEVELOPMENT P�"� �� AA \� PROPERTY LINE - � E�EL�hiV1EI �AT BUILDING D i I I 1 I ct7 I I ® 1 T ( + I + I I F. 40gF. W�'+LL NOT QUIREG TO E3E14WO I I NR. 8 O IW-sS ARE NC CLIENT: REQUIRED TO BE PROTECTED -- -- 1 DUE TO LOBATION TO A55UMEC ,SLC 1 CI 1 ILDG. C I "� + + I 1 1 1 r ' I + 1 1 PROPERTY LINE DURHAM fr�0' �.. r. �....�.....�. // / I! �1 D U V 1 I Al `.\ I \-WALL REQUIRED T01--__ WALLS REQUIRED TO '� Ibl_m" ! I I \ d2'•0" �4S'-D�^� BE I NR GTE ''O LOCATION 10'- 101.011 BE I NR DUE TO LOCATION ` i! PARK TO pROPERT� LINE ra ___ ?O PROPERTY LINE I S.W. DURHAM ROAD 3V-V TIGARD, OREGON Date: 12--13-96 1 Scale: 1" — 301-0" Drawn by: Y.S SITE PLAN Checked by: J.D.A. Job No.. 950930 Drawing No.: DSITE ; SITE PLAN I . SHEET 96-0644 __- ------ _ IUP M RI) r 1 8192 SW pURHA . .« .D. R� w-r-r• rApk",, w'rc1IA ?1F?{!N"fY�n^ '. nr .5 fiq*eMw q ^r.a4!Co"p"Ic?nwl�aans4ta parr r " yli• Lrr�l.r ?++gyp a µ:.ter-..u• ._ .. � � ,,. �; p ;. ,. - �''.. ....-r. 'fi" '�' i `�IxY'F 'f`.7 iV�.�. F,.�',r 1�1I'4',`.'.I�!`k` �'�'S'i�•''�7'^�• .l 9 Iv. d , , 1 If this notice appears Clearer than the JUN 0 2 nOO `dNcument, the document is of null•01,11 quality• lllll'ft��ldllll'l� 1 1 1 1"! III ill I I ') I I I I I• I i I t 'I I ►al I. I � I I• i 11 I l .1 ,I i` I ,� � � 111 1 1 1 1 1 ( I � � � � S 1 { I'lll{III11111 !IIII I.. I I ; ;ilt 1 1 . IIIi;I I Ijlj:jljllill i i{illj � � ; ; i j l l ( I I , I III 1111 iIII� �II1� 111 # , INCH MAGE 0 CH MA � II IIII II 111 111111 illl II 1 iilliil Ills ilil'li'i' iilll ii'I�il 't'�i'I i• /• I. .. '• ..i� L.. ! ' I I Illllll 11111•„ II III IIII I III,. III IIILaI ! I IIII 1,1111! 1 11, I, I. IIuI. nliililnlj, III 01:11!!lIIIIIII�tII�Il111 IIII IIII{ I'NIIIIII 1i11lII 11i111i 1iii111 tl I 1111111 I11u 1111nIII 111111 Illi I :' { { I IIII! I!I I!I sl II 111 1111111111 11:. i 11111 11111111 1111 I ••:M'M'a 1 . ,�, u��y�F'nI11 yVw.1 �aail: i t --- - trod Construction Services Inc. 9025 S.W. Center Street « P.O. Box 23184 Tigard, Oregon 97223 _ tb -8" Ph I 16'-8" ' I�--8 --- — - _ one: (5 3) 670 0 2086 - Im'-I I.r1"_ 9'-4 3/4" FAX: (503) 684-3636 ul - NON-BEARING WA-L�, - _ - 2x4 AT 24" O.G \m - lb _ W/ 5/8' GYPSUM 2 ap D BOARD AT EAC•4 4.1 ,p SIDE. GRAB BARB - SEE I � s m PIPE COLUMN-TYP. `^ --PIPE COLJMN-TYP. 0 v SEE SUNWARD GtLGB. SEE 5UNWARD DWG8. v N N NCX4-5EARING-WALL , "ACCEC3SIBLE" RSTRM. LAYOUT � � � 2xa /5 ?4" � 2 �__._____ �—. � W/ 5/8" GY PSIS" '\ I, e I 3sa68 j j BOARD AT EAC" 3tabd ---- 14ON-5EARIlI,* WALL = NONARING WALL �B 2x& AT 24" O.C. :x6 AT 24" O.C. W/ GYPSUM W/ 5/8" GYPSUM BOARD AT EACH BOARD AT EACH • w4REkOUSE , "'ti'ANUFACTURiNG SIDE' •,AREkOUSE MANJFAC-,.rt 'N'::t SIDE -"RE"CUSE t"1ANUF"_TURIN:'j n 1300 $F "CCG LD. T.5% 1500 SF. (OCC LD. 131 1500 5F OCC. L.D. 15 ' Ai LI A �.. _ ._... �m'x1m' DOOR - ------- _- 3©1m 3010 3010 I10'xIC DOOR 10'x10' DOOR 1-2?-`fib PLAN CHECK REV;510N5 NCR-. REV18i0fV5: --_____-.-_--- 1. -� FIRST FLOOR PLAN WALLS PER MANUFACTURED - -------------- L'lU1LD1NG SUPPLIER (8UN")49RD) WALLS PER TENANT IMFROvEMENTS, [ R x ! K ? 3 a b , 1 ---T----- _.__ i�� ®'� -- Ib^8� T_- 16 -ts" 16 -8" - Ib`•Brr I6'-8r. 168" ---i 1 4 M011F ISA Mt1■?A CIJ/AMCI ,, -b 5 -m 5�--© * S'•b" b'-?" - y _...__ _ q"w f "0"'"M•" , I _ I SEE SHEET 42 -- , Eo >f! _,;. ! —- FOR AoRCH I PROJECT: _ -- I _ -- _ --- INFORMAT ON I ' 42 7 _ PHASE 27 _41 _ c kf_ca ; DEVELOPMENT DISABLED RESTR�JM DETAILS - - _. CLIENT. DISABLED RESTROOMS C �- 42" NIGH GUARDRAIL 42" i-fIGH GUARDRAIL 42" NIGH GUARDRAIL DURHAM INDUSTRIAL. _ PARK 8170 S.W. DURHAM ROAD TIGARD OREGON _ 4.1 PHONE: (503) 0639- 1395 r_ FULL HEIGHT PARTITION _r--- FULL HEIGWT PARTITION Date: 12-13-96 »k I. TOILET ROOM F-LOOI46 baALL HAVE 4 5MC)C r", HARD NONABSOR5ENT SURFACE t� WALLS WALLS WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAS" 5". Scale: 1/890 = 1'—�,� WALLS WITHIN 2' OF THE FRONT AND SIDES OF URNiALS AND W,"TER CLOSETS Drawn by. JDA , SHALL NAVE A SMOOTH , HARD NONAB5ORBENT SURFACE TO A HEIGHT OF 4', ---``!._�____ -.��_-_ _.- _----_-`r__ AND THE MATERIAL USED SHALL BE Or- A TYPE UA4!C0 15 NOT ADVERSELti Checked by. PP APRCTE'D BY MOISTURE (PEE RESISTANT). STORAGE r 3TCCK ROOM STORAGE / STCCK ROOM ' STC'RAGE - STOCK RCOM ISIS 3.F. (OCC. LD. 51 19� SF. (OCC. LD. 5) ) t 1500 13F. OCC. LD 5.' ? Job No.: 950930 2. ALL EXPOSED PIPES AND SURFACES UNDER LAVATORIES ARE TO BE INSULATED ti --- --- Q �---� ----- -f_J �`�` --�'� -_ ._��" " Ai Drawing No.: DRLAN OR OTHERWISE COVERED TO PROTECT 015ABLED PEOPLE FROM BURNS. I -- - --- - 3 INSTALL A UISEX SIGN MOUNTED ON THE WALL AGJ,4CENT TO LATCH SIDE OF DDDR 40x50 30x529 30x50 40x5O 30x50 3Ox50 30x50 30x50 40x50 30x50 30x50 40x50 1 FLVR PLANS 60' ABOVE FIN. F'_OOR FINISH, COLOR, GRILLE, CN4RACTER5 AND PICTORAL SYMBOL SWCUM PLT SHALL GPLY WITH ACCESSIBLE REQUIREMENTS. 4. A ", IVACY LOCK AND AN "OCCUPIED" INDICATOR SHALL BE PROVIDED. 5. PROVIDE A MECH. EXHAUST SYSTEM CAPABLE OF EXHAUSTIW_, NOT LESS THAN 50 CFM PER TOILET OR URINAL, , 2 2 -4.1 4.1 O.N. T� ticR-N SECOND FL.Cv0R PLAN WALLS '=ER '''ANUFAGTURED BU!LD NG SUPPLER c 9UNIUARG: WALLS PER TENANT IMF'QC'/EI-"EN r5 SHEET I I r,P 96-0644 — - 8192 sW DURHAM RD i I OF 27 2 ,0 I(* tlli. notice appears clearer than the i u N 0 Z 2000 document, the c1• .ament is of marginal qu Ilih. I11icro111l1 ed IIi1I ) llifii , i � ; ; l+ I { � f � 'flf�l � lf Illfl : ; i ijli •� III ll ( Ifl II 'I , II �Ila: INC04 ( MADE IN CHINA II 1 II ! ! 111 I 1 ( { till iill I !ill iliiii Illi,ii i illr'I'ii'liirii ir'lii ( Alii) (rhi' 1 Ili' i '' '{ 1 1 Itttl 111 I I "'I'1"!� .cr�.lrrl n nrrlr111 nll r uilllrrr11nr111nlnn rul II I Iln I � � IIIII!IIIIIIIIIlI�rl�lll. !1111 1!,11,x,11 Illi,I.Ilirll.. .Illllrrr.,,i(4..r.11l.,....III..,.,..1,ll.................I..1,..1lI,I......III . .,flli.Ni) .III,I,►IIIlII1,11.fl.Il.r.r.fllllil,.,lllllrlllllili{Ililll ., , . �►I�II ., . ,irlt�rrrlrlllr. ,ii irrirl,rlrr,rrl rr�frlllllll,lr11,11, ,.�«�»► Y I s� 2 and Construction Servicos inc. 12 13 9025 S.W. Center Street III P.O. Box 23784 2 Tigard, Oregon 97223 s 4.2 Phone: (503) 620-2086 i FAX: (503) 684-3636 I i S.W. D u R NAM � BLOCK RETAINING IuALL ! ORLGON 17, SFS R. NSG EXPIRES: 12.31-% EAST / WEST ELEVATION WEST ELEVAT ON OPPOSITE �44ND ! ,.I METAL ROOF PANELS BUILDING ADDRE55 -- REVISIONS: � I I ! I �' I r• I i C - N ! / � � •� I 1' 1 i' I:v � � •� I N I f Y 1 M ( IN BLOCK RETAINING WALL .LCCK RETAINING WALL A C C E .5 5 DRIvE ! i i l j ! miit i I Iii I � I I L am_ t----- ----------r __ __ __---___ /j• - ---c_-==-_-_=-====_=r--___ - ---- -� PROJECT:PHASE 2 NORTH ELEVATION-_ _ ' DEVELOPMENT i BUILDING D CLIENT. DURHAM INDUSTRIAL PARK 4.1 S.W. DURHAM ROAD -"- METAL ROOF PANELS CONTINUOUS RIDGE VENT TIGARD, OREGON PHONE: (503) 639--1395 Date: 1+2 1�,•�fv Scale: 1/8" a 1 -0•' Drawr, by PSP I I Checked b I I y JDA ►� RIBBED METAL J ,, ,� �� f /�' 110 Job No.: 950930 PANELS - TYP. /,/ / Drow!ng No.: DELEV Ile01 I ELEVATION BLOCK fRETAININO WALL . � I OVERHEAD DOOR i OVERHEAD DOOR -- OVERHEAD DOOM M.t. SOUTH ELEVATION SHEET 131 IP 96-0644 9192 sw n[]RHAM RI) 3 ,01 Ir this notice appears dearer Ih:u1 the JUN 0 2 2000 doc•nnlcnl, the document is of n arginscl quality. 1111crofilliled INCH M ! i I II I! I I ! ' i1'I ! ,I ! Il lilii I . i I i iilil ! 11111 II l`` Ili dill!{ ' ''� ADE IN CH � ent , i� ti `�� I II 1 11 11111!1 IIIII Iii 11111 liii!iili 111!1111 'iln fuYl i. .. i i 1" t n 1 I "t' ' t n +,.I 11 {ttr�itln tnl t tlt IIY Itlll tt IYY n ut 1n II Y ,!lu,. ! 1� , ...Ili 'ii 111!I!il!!�Ilhi!! 1 u!!!I�lilll!!!!IIII II!. !. I .) 1 1!� i11�� .. I„II,.,..,,t�II,:tYl,ll) :t ,l{! !{I,{ ,Ullt�l��l,lll{{It+,l+,!. I iil 1 .�I! I ! Ii III! i:,.. ,� �, ..tY, ,T.. i 1 f C A 4.1 c-ind Construction Services Inc. - 9025 S.W. Center Street RO. 8ux 23784 ' l igord, Oregon 97223 (503) 620-2086 FAX (503) 684-3636 - - r I BUILDING STRUCTURE 5i-4,.,W 1 DASHED 1 i SEE SUNWARD r')_)CUMEr-4T&) _ r- PROvI OE BLOCKING • CEILING LINE ` I 4e" GY P. BD. ON 18 GA. HAT CHANNELS r • Ib" O.G. OR I!�" 2D GA "Z" 24" O.0 SUSPENDED CEILING PER TENENT � SEE SHEET 4� FOR SCREW HAT CHANNELS TO GIRTS W/ 1�2 + F'ORG+� INFORMATION ON I / ' "Ir✓ SGRE W8 I -- 12" MIN , I /; R-13 PROVIDE SIMPSON R-13 �L - - >: .NEER i 114 4 y HANDRAIL-- ., m I I � � � I R15E■61ti'I i I r-- C---------j 1ss" 1 r� BD RUN ■II" © ` ', y r )I 1 I 2x4 s !f6' OG yP,2:: GYP BD 1 ?xb •IS" C.G. - ( ', i \�� ',' 1 R-13 24" MIN 2x40 I R•19a�/ 'i f, I6" O.G. 1 AT MIG SPAN OF STRINGERS R-11 0, A STRINGERS, h ;I ,�' \ i l I i W/ 2x4'e EA. 1-22-136 PLAN CHECK SIDE r REVISIONS 11 , I 1 , I I I I I , REVISIONS: `-FOOTING FOR BUIL>.' iNG STRUCTURE - �"`� FOOTING FCIR BULGING 51T RUGTuRE (SEE 5UNWAR0 DOCUMENT5) NOTC►4 3TRINZ:sER AT 2x6 P.T. IE (5EE 5UN(uARD DOCUMENTS) ATTACH 2x6 TO CONC SLAB ""' W/ (3,) 1i?"0 GONG. ANCHORS 1 SECTION W/ 21/2" EMBEDMENT .r. I 4.1 5 6 BUILDING, STRUCTURE (SEE SUNWARD CORPORATION DOCUMENTS) RIBBED METAL ROOF PANELS ' .__ ._ _� ____ _ ._—•-- � __. —.__. ._.._______ ___ �._._ __.. .__. _______._.._ __ __ __ � _ .._-- -.__. _..__ _�`_� PROJECT: ---- - GIRT6 � -- DEEPLEG T1�'.AGK _1 �- R 9 INSULA-l 10N / 4.LLOW FOR �4' DEFLECTING I R-19 INSULATION I PHASE 2 1- I -- gx�- DEVELOPMENT 31/2 20 GA. METAL STUDS • 19, I RIBBED METAL WALL PANEL - TYP RIBBED METAL, \\ C.G. W/'!►'e GYP. BD. EACH SIDE %" GYP. BD. ON 18 GA. HAT CHANNELS ab" GY I''. BD ON I$ GA. HAT r1HANNELS m I6" O.G. OR 11/ 20 GA "Z" ' 24" O.G � I BUILDING WALL PANELS - NQNM� INC �L4j.L 4 k • ;&" O.G. OR 1'/ 20 CiAr "Z" S 24" C.G. 31/2" 20 GA. METAL STUD5 +� 16 SCREW NAT CHANNEL° TO GIRTS W/ <2) 5CREW HAT Cw4NNELS TO GIRTS W/ l2) O.G. LuAs GY"P. BD. EACH+ 51DE - 5'1 "Id SCREWS 1 �--- PROVIDE BLOCKING • CEILING LINE - TYP — PROVIDE Bi-Cr—KING ID CEILING LINE `l P CLIENT- -- ------------------------------------ ----- -- LIENT' I I _ _ -. ---___._«...._..--..----•------------------- .__.._-_-._- -- .-__- -_. ..... _ __.. __---------_-._- _ .. __..._ DURHAM z INDUSTRIAL - R-13 INSULATION SUSPENDED CEILING PER TENENT SUSPENDED CEILING PER TENENT SUSPENDED CEILING PER TENENT R-13 INSULATIO.v - PARD MAINTAIN A MIN 1'%' CLEARANCE _ 8170 S.W. DURHAM ROAD RIFTURN HANDRAIL TO WALL ,_----- -"-"`�- ..-.- - �-�-----�._._ ..4�ROo � — 0 F�_n --~ Q I TIGARD, OREGON Z S21Q.S�! aE / 3T0�'� 1 R-'1 INSTIL.- -� ( $I�2RaE_1_�54�_SRf11 TOh2�Y.xE / 5TOGKl�Q� 1 '" I - ! q, T r, _._.___-_._.---�_---•`-•' �--- r—� � I BU!L C I NG G�RT ." PARIIcAL eoAR� OVER i PAQTICAL eaARD OVER i PHONE (503) 639-1395 4 PLY'••WD. 3UBFLC0R- T- 3/4' PLY-WD. SUB>`LOOR I �' PLY-WD. 3 BFLR E SEE SUNWARD DOCUMENTS) -- a' SECOND FLOOOR JOIST (SEE SUNWARD DOCUMENTS) 12-13-96 af-.— Date: Zm Scale: /411 Drawn by: JDA \ - °T�" G1'P. BC. W R-Ig INSUL. TYP. �' SES-CND FLOOR STRUCTURE I \�-- V GYP. so, I T.S. P05T rOR SECOND \�� e, Y^1c, I- DOCUMENTS,, ,.._, I Checked b SET y \ e G BD. W/ R-19 INSU TIP c 5EE 5UNWARD DOCUMENTS, Job No.: 950930 •�.�.-�,�•.». �9.1- UJ/ R-I� INlSIJi;.. *= .00R STRUCTURES --- 2x6 • 16" O.G. - �- _ BEARING WALL ---- �:, POST FOR SECOND T.S. FO5T FCR SECOND Dr win N .: II iy IPFAC a.41�91■L FLOOR 5TRUCTURE5 tONBEARIN�� ulal I 2x6 • 16 O.G. 2x6 • 24'' O.G. W/�e" '�-^_ x6 0 24" O.G. W/�b" FLCOR 3TRUGTURE4 a q G DSEC BEARING WALL 5YP.151) EACH SIDE y GY"P.BD. EACH SIDE ,r -------- `�`\ W/R-11 INSULATION „ __ �.- W/ R-02x6 ® I(c” C.G •�. ��q,�: SEARING WALLWHA MANWFACTURLWASECTION «...._ (3) 2x12 &TR14 -(3) 2x12 STRINGERS - (3: 2x12 STRINGERS • STAIRS • STAIRS A $TAIL �� --____-_ -,.__ :'rl6 P.T. SILL PLATE W/POWER -.,-� 1 - R•II I �p 'f'I `_"' I ' --.",.-----'/,� I * �H _ �$�L.r'IANI_IFAr�B.II`� I Nf7Y�.r4 ON � I (!� � C>R ✓ER FagTNERB 4'-0" o.0 ,,, , I - T,S. F'OSr SUPPORT COLUMNS T.S. F nT SUPPORT COLUMNS T.5. F505T gUPPCRr COLUMNS ' --- T.5. P05T SUPPORT COLUMNS T,5 PCST SUPPORT COLUMNS (SEE SUNWARD DOCI,IMENT5) (SEE SUNWARD DCCUMENT5) (SEE SUNWARD DOr;,'"',=NT3) (SIFE SUNWARD DOCUMENTS) (5EF SUNWARD DOCUMENTS) 2 SECTION 1/4";r-0° SHEET 819 2 s", Rf) 27 4 * 1 R'i:l'S�T �,i �,y, ,., :: . . ..,.... "�'1'� {. *.N 'l iC i^. -p��1.��-�+o.,.:ow�. ..p�." .•.I,...^.. If This nolicr appe;Irs cle;II-el• th III 111v JUN 0 2 2000 document, the docunleul is of 11(101 I I11IL'd 1 1{'i' f INGN�' MASE IN CHINA (t�lj�lllll,lljllI,I,,II1111i:ll:iIIIIlIIII,II I11,UTI{)1I,11)111,{!l,ill.l:lIllftlill:ll11l 11'i1l.l.l,l,l, lIi:r:r:l.r.i,l, Ii.'1.: 1,IIt I.!i!i,l.�l.i.Iii. .,..:, , .I :: 1Irltt 1I frfrl� „ ,.tIIi Ir I.Iti.i., IIrr1 , 11.1+�I1.r Irlurr1�r t illn::1f1�11n {rIIIzTI Ir1 I nn I,rIeIr .t , r 1K y V • � and Construction Services Inc. E 1 9025 S.W. Center Street P.O. Box 231;81 Tigard, Oregon 97223 -r------- ------ -t- - --r-------r---------------r-_-_ E MANUF. R3LOG.— FLASH AS REQUIRED I Phone: (503) 610-2(}� I I 1 FAX: (503) 684-3636 I 1 1 I I RIBBED METAL PANEL (MATCN BUILDING) i ' RIDGE VENT � j OVER 30S BUIL P - I DING APER OVER 1./2" FLT-WD. i ``— -_, --` OVER 2x6 RAFTERS AT IFp" O.C. I � I ! I 1 I 1 I . RIBBED METAL !'ANEL (MATCH BUILDING) I RIBBED METAL ROOF PANEL OVER /' I 30• BUILDING PAPER OVER 3/4' PLY-WD. 1( a.VER 300 BUILDING PAPER OVER 3/4" PLY-LV- ` OVER 2x6 RAFTERS AT I6" O.G. 2x6 CEILING JOIST AT 16" O.C. UY 1/2" PLY-WD full VENrEG SOFF'T I BUILDING P'IANUF.,, �— I"IE' AL FLASHING AS REQUIRED. SHALL 5UP#LY 2x4 AT 16" O.C. W/ 1/2" PLT" -WD- AND BLOCKING FOR i RIBf3EG METAL PANELS ON BOTH 2x4 P.T. RAILS AT 4" O.G- � -- � �--- 4x4 P.T. POST BOLTEC �O 2x5 FLOOR JOS I �J s ► ; i i -- --2x4 CEDAR DECKING (SLOPE I/4" PER FT, TO BIDEWALK U. , ► I , -2x4 CEDAR DECKING OVER 2x8 JOIST _ I I i AT 16" O.G. i u FINS. 2nd FLR ' I � ( ( , —_ — __ -_ ter-- ONG�TE SIDEWALK W/ 1414 BARS -CONT. AND . I 1 - 04 BD 3'-b" LONG AT 2'-0" D.G. I I I a i i GLU-LAM EEAfN E3EYONG — _ T -L-11 5 1/8"x S" GL-BM. PRE55uRE TREATS T.S. COLUMNS BE` ONG 5.1FY I I I i 1 I I 1 I I � � U ; I ' i i i -- PRE-•ENGINEERED Bu,._DING BEYOND i ��- -- - PEA �'� L ! �� (SHOWN DASHED) T.S. 4x4x1/4" POSTS _ ul i i �� i i i - , I� ► '�+ �— FILTER FABRIC L1.»_- - 11 1 III I ' ILL �. I 1 , � i � i I T.S. I 1/2"x 11/2 ' - - I D I AGONAL BRACE ` — I 1 �, - i 6 � � 11 I PERF. RAIN DRAIN 1 I I f 5.I Ij1! I ��=' - — ! �j 1 PLAN CHECK. REVISIONS, MANUFACTURED BLOCK WALL. INSTALL PER MANIIFACTIjRER6 V T GTI REVISIONS:�� - -_-----_ L------------------------------- NS RiJ ONS. 6. ..r 2 SECTION.--.- - SECTION � __ -_ . I/4" r I'•®" 1,411 � I' 1 j . �+R,I��tr�• E E PROJECT: 211 ' I'- 3'-3" U-m' I 2- BLOCK RETAINING WALL BELOW 4'-3" I PHASE DEVELOPMENT -7rBUILDING i I I . I I Zxb FAbCIA ; i I --- - /--- - 1 I CLIENT: i 12" WIDE x 16" GEE!" 1`OOTING. 10 -DBL. 2x8 � GL. BM. � � /1 1 DUMHAM __•_ ----------------- - INDUSTRIAL. - 2x4( GUARDRAIL. A ° IDAMK 6 x8 BEAM I �---- 2x4 CEDAR DECKING I ^ t I i `' a 8174 �.W. DURHAM ROAD 015L. US I I qQ 4 L- .o �t TIGARD, OREGON PHONE: (503) 639- 1395 i 1 I r i 241(p r_-- 02,44fp_ ____ _ IDate: 12-13-96 i � n _ „ I i �__ .___ N �' p a Scale: 1/4" - 1 -0 —_ ~ 6• e 4 9 a Drawn by: JDA . .--------__�-- --�-- ; <1 L--- , a Checked by. SET PROVIDE POS( ` ~I = AT EACH END OF I 6'-©" LANDING AT "PORGH11 I i a i Job NO.: 9JO93O i 2xtS RIDGE MEMBE \ � - - --- - ---- - ' -^ 11 ' r O O ® r �--� I Drawing No,. DSEC1 CONCRETE SIDEWALK \ DBL. a -T.S. 4x4x1i4-TYP. PORCH CONCRETE SIDEWALK , 1 — _._,.._. BI200M FINISH I IL..1. — BLOCK RETAINING WALL DETAILS ROOF FRAMING PLAN 4 FLOOR FRAMING PLAN FOOTING PLAN L'4' r-0' V4 - 1'-0 -C,. SHEET IlU1)96-0644 y 8192 5W nl_IRIIAM RI)1601 `7 -�T • 2 ,, .. +, +;.a!'-...t�..n«w,.;,n„eryn.�'+r!'t•""'Cwm•w.fr:",.°laRlttl�'NWk�»tt*SRtksMiN!r �^.,Prt r�t'rv7,4wn:�.�r roPc'+'V?..,,..,:. .�.,, ,-,.,.+w ..»,er*-..,......,.«,++.r+.+a,.. , -w, +,e rre•nrnx,rzua+ anr� If Ihis notice appears clearer than the JUN 0 2 2000 document, the document is of marginal gnalih. IIIICI'O�1�I)1CC� AWL 'NiMAR W- 7, ' 'lJillIRIli1 . I 1111 iiiilil , lillillllill,llllill 11111lI111. INCH MAGE HI CHIN" I TF— _ IF ( q �- -3---z it I IIII IIII I IIIII II II II liillll) Ili Illi 111„111 111111,11 iiu hll luu ill 'IIII) i„li I I'lllil ' !' 'i I Itl I 1' tlt I' {' "1' tl!11111 t tltlltt t 1n1 , (,1111u11t1n1 n11n, nt , It , , 1lIIIlIIIIIU,!!!,lill.,.l.Ittl,!l,,,1111! 11l1111ntI,Illi:,lllli„•.,11.I1111,1...,l11l,1,11111111.. .,1111111 111,11,11!{,,,lIIIIIIIIIt1lII!!, lin I E) and Construction Services Inc. 9025 S.W. Center Street : P 0. Boz 23784 I Tigard, Oregm 97223 Phone: (%3) 620-2086 �8ft FAX. (W3) 684-.3636 PROPERTY LINE T.S t to"4 --�^ � -- -_- I I F05T rd 1 T.5 I 112"Al 1/2"—__ I i HANDRAIL �` $ 1 114"x3" FOR I VERTICA;_ P03T `•� \ __ �._ -_ I WELD TO IET131 HANDRAIL RAMP EL� rnON ----r ,+u ;" � _� __._______ . -- • --- n� I ';,_96 PLAN CHECK POST j 0 \`,• REvICNS REYISIONS. WALL-TYP. ___. .` OPTm 8 e F I • 1 IBROOM FINISH 7 _ 51DEWALK-TYP. PROPERTY" LINE ---- � ( ROOF CF IPORCH _..� RAMPSECTION W.14" - \`r- g (( I � CII FINISH FLCOR ELE'✓ATION PROJECT:- 1 - „9tob Ll -r- PHASE 2 R I I L I 5t = GREA i I ` I IDEVELOPMENT A , BUILDING D� L,t - I I CLIENT': _ DURHAM BETWEEN EXISTI 91 WAS I ROOF OF iNC�IJSTRiAL. AND NEW R.A M 5 STE I I I BUILDING - PARK O !' I e URf� F''ICAL '��`�r' ` ---- ---- ---- - 8170 S.W. DURHAM ROAD I r� GENE RAL NOTES ' �- .. A .0 I TIGARD, OREGON --•,----- LANA IryC, I _METAL CONCRETE_ I : , ! i-r�.r (� PHONE: (503) 639- 1395 p RAMP UP- SLOPE 1/12 MAx•. MGl COLOR TO TGW E>c15TIhJCs METAL UJORK CONCRETE-• 2,500 F'c _ ____ ---•---T-----� 1889' i __� -- -- - -- _ __ PFROvICE AIR ENTRAINMENT CLEAN, SAND AND ETCa ME-AL PRIOR TO I I Date: 12--13-96 PAINTING. REINFOICcGINis_ •4 BAR°a VERT AT 4'-f0" O.C. i ---r I SCaI@: 1�4N � �/-(] A W/ •4 BARS HORIZ. AT 2'-m" O.C. ALL WELC5 SHALL gE SM00TH CNE R4!56 INSTALL ('21,04 BARS CONT. IN FOOTING. � I b" C;uReDrawn by: JDA WELDS. REMOVE ALL "BORE" AND Si4ARF I Checked by. SET EDGES. DO NCT GRIND WELDS PROVIDE MESH IN 4" CONCRETE SLA® SLAB SHALL HAVE BROOMED FINISH L_._- --__-. ____ _ _ '- � Joh No.: 950930 ALL r"��rERiAL �-:ALL BE 3!16" THICK, uN.O. drawing I`JO.: DRAMP 4 PL.O/IDE 'G4PS' AT (ENDS CSF ALL 7,3. ALL EGCsES SHALL HAVE I" CHAMFER I I 420.011 - -- ter--PROPERTY LINE E B RAMP PLAN SHEE T >yb-ocaa M KI) ,2�w .- ;,; 4 . 3 a ` ..-.wr..,.gm.q .�q. •-„. r r.,... � . .. - r�'` i"+k” •' �^ ,.a t�.,,rwR,grwnr "!'w'.yree?4T°".-"e�'1"dnwrnK.+MgF+�za .src...:... r,....,.-rmr�.h,:.> F, .. II IIIil� 1101ice .11t1)c,11•s c11c31cr 111311 tht• JUN 0 2 2000 „ doctimviil, (lie document is of inargin31 w131iI.N. IIli CroIIIII)cd i I I I c Itl 'llljlllli I 'I I I I I ( I{( -I lilllllllll jlilil Ilii illi illli ' ti I i ILII' = i ( i i l i i t I iiiilill i t � • I � I I I � I ' I ' I � f i 'I � � ( � I �• I 'I' I Irlr,rl � , II: r r I r rl ;I� I IIII • i �' 1► r i �lj :ll�i,ill i i(ililiill ; l Illjlil) lI�III11 ► ;llllllllj II i, � I � I �itl �li: INCH ( MApE IN CHINA IIII1IIIIII�ImIIrlrirl,LI lI,IIrIrll I�!IllIi III,I I—I I IIIII.IrIrIIIrIrILii,itl,l.!llIrirl,lrl IJi,Ii.l,l,l,lrtli•i.,i,t Frl•IliIrlrl•.rlrlliii.lI,lr.rrf.i,ii ir1i:l.r.r.r.r.l,'lirr.lr, 1 r7.. 1 ll1 1utilui•lri.r• •..„,•Ir• rr ,rlI,ln..llt•trl;itri�,lii;rrrlli ttlr rFrl,l,Itlr ,�rt,fll arIr,IIurr rtrutnFF({rrrrr nrrFIIr.r;lrillllllilrrrrltr ll• ,il 'him!;.nr . rr: .r r rrr• rrrr ,rrrrrrr r rirr r m 49mv i GUARD RA i L 2x6 AT 24"O.C. W/ 410 ! - I GYP BD EACr1 51DE and Construction Services Ir,C. �- BUILDING STRUCTURE __- (SEE 5uNL. AP2D DOCUMENTS.) I ---- 2x6 5!LL + � �.° PARTIG.f+L t�0AR0 OVER T'oaSSC dOrecmCenter 91223cet P.O. Bax 23;84 + 9i' PLY-WD. gi.iBFLOOR ._.� • � P�:.RTIGAL BOARD OVER ,- 2x4 16" O.G._ i ALLOW FOR i" Phone: (503) 620-2086 :%a" PLY-Wp. BUBFLOOR '� 1 DEFLECTION 503 6a4-3636 5/8" GYP. 1- l 18 GA. DEEP LEG • • _ - _ � ! _ TRACK W/2" LEGS I/B.w, l i,,J„-24.. 2x4 SILL I 13" FLOOR JOIST 1 I I I I (SEE SUNWARD DOCLr-7_NT5 31/, " 20 GA. METAL STUD5 2x8 RIM JOIST rOR DRYWALL ! ! Ali Ib'' O.C. 135mIC20J - • •,� �a �� 111,135�� y /PLY-,L'D SUF POR? Gl'F. BD. EAC" SIDE EXTEND EVER'� OTWER 2x& SDE OF FLOOR OST ATTAC"O TO J015T W/ (4) 010 5CREW8. 2xb DOUBLE PLATE EXPIRES: 12.31-96 ` Y GYP, BD. 9" r1_OOR JOIST --- -- - ~ I ____�x6 bEARING WALL W/ Y ;'SEE SUNWARD DOCUMENTS) ! GYP BD EAG" SIDE 10 7 GUARDRAIL SUPPORT DETAIL 4 TRACK DETAIL AT PARTIT ON .:_L SECTION ' 5 1/8"x 5" GL-LAM IBM. r24F-V4J PRESSURE TREATED 3/4"0 BOLTS REVISIONS:_ P.T. JOIST 1/2" A.B. W/ I" EMBEDMENT �-----4x4 DECKING - 04 BA" AT 24" O.G. rte.. EXTEND BARS NTO n SIDEWALK A MIN. OF - - - `✓ 2. ,._m„ CN 03 BARS IN NOSING __ � W/ 1" MIN. CLEARANCE _ - - - - - - r , , 4 ° -- '3 54" E=ALL`r I ! 1!' !!"xl0"xt/ " W/ (Z) 13/lE."• "OLEB 8 gPAGED IN STAIRS U), 3' MIN. CLEARANCE ' " " tQ 9 1/4 xlm xl/Z BASER 1�J�4 d •CONT. 10 BROOM FINISH ttP. I I T.5. 1 112"xl 1/2'x3/16" D►AG. BRACE 4 p ! ! SEE DETAIL 9 FOR T.S. 4x4xl/4" S'? I � �----''' GUARD AND "AND RAIL INFORMATION. /�' _.- �'� PROJECT: (2) 1/2" A.B. � "A BAR �04 BARS 16" LG. AT 12" O.G. I PHASE 2 i DEVELOPMI=NT 1 X _ K_8_� STAIR SECT10N BEAM SEAT' DETAIL 2 [DETAIL _ BUILDING D I CLIENT: DURHAM INDUSTRIAL '�'��--- PARK DURHAM ROAD \ I — T,S.4x4xi/4" i TIGARD, OREGON - EXTEND 12" BET OND 11/21, 1112" \ I I TOP AND BOTTOM -�`""`�` T.S. 1 I/2xl I/2"x3/16" .f Ri9ER3 3 1/2" 3 1/2" 1 G/ ! I 3/4"0 ANCHOR BOLT x4 POST Date: ! - !yj Irl I I C � Scale: /Z„ ��—Q" 3/4"0 ANCHOR BOLT � 10xI0xl/2 w1 t3/Ibo -- T.5. 3/4 x3/4 xl/8' " Drown b PSPOLE5 I Checked b r INTERMEDIATE RAILS -_-- xX it1 61 AT 4" O.G. �r E Job No.: 950930 r T5.4x4x1/A' ! I 04 BARS AT 24 C.C. � -4 �W/ASNBEORLSTS / OERSI `L, DDETAILI2g . d —121 04 BARS-CONT. ._.T.S. 1 1/2"xl 1/2"xl/9" AT 4'-V O.G.-MAX. DETAILS A rte`, JDIST 3/8110 AILTI KWIK-- _ BOLT 11 W/ ?" MIN. _ 2'-®" --- b" MIN. 09 COMr-ACTED ---BRIDGING AT PCST LOCATIGN5 EMBEDMENT, i 3/4" MINUS T O P v I E W 8 E C T I O N V I E W y� STAIR GUARDRAIL XHANDRAIL FOOTING COLUMN DETAIL POST CONN. DETAIL SHEET 9 / 13111'96-0644 K 192 - • .5 • 1 18 OF W nIIRNAM Rb 17 If this nttiice appears clearer 111;111 the JUN 0 Z 2000 doc'unicnl, the doculueiil is of marginal y11a1H.N. Illll'fc1111111c'tl ' `j !J��11!i�jll!II!!I !jjl!j!ji Ijljlll(f' j Ii ! {;I!! !III; I i ,i � , ► II`I .i�"�; I ! :I ! il, �` _ -_. _ ' �(! ! I lj 'li ji' ' I! ijij Iii ijl iiili(Ijiiil!;1 Iilllllliillill,l I ! Iji' 111 ! iji II � I �I!!!j !I INCH MADE IN CHINA ' - - ---�- I t to I �� --�ii— !�i �'S� � ti ;!T III I ill II' IIIII III I till I 1 11{i 111!111'' '•1'�1�171�itlt� ,IIIIIIIIllllllll�•,lII ILI, ,! II !1!!.1!11!! . Illlil,I II,I._ ,!.l,., . ,Ii,l,.,,lf,ll, .,...,11,.,.111. ... ,..... . , iIllLl.11....ihf,.lu,iu..., ,,I...,,,.I{I,,. .,IIl1„11..II.�I�I�I{Ii;...I..��:��,111111��...jIfII��J,lII,,. ,,�„....II,...„►III�„I,�III,,�{t....l, I r � i I i I (R I i I I 431 Aff I l' 0 a 0 _.. — i -� _ .� - _ �.� �� - _ �. c c t �� __ i i 01 1 I nj J i P M A \ NOTICE TO BUYER SUNWARD CORP . ONLY SUPPLIES BUILDING MATERIALS I MANUFACTURED BY SUNWARD CORP . YOUR DEALER IS 110 T E : THESE PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF THIS BUILDING ARE NOT TO BE INDEPENDENT AND NOT A CONTRACTOR OR AGENT O USED FOR ERECTION PURPOSES . THESE PLANS ARE FOR BUILDING DEPARTMENT PERMIT SUNWARD CORP . INSULATION , ERECTION , OVERHEAD PURPOSES ONLY . THE ANCHOR BOLT PLAN PORTION DOORS , ETC . , ARE NOT THE RESPONSIBILIT)" OF I �_ FOR CONSTRUCTION . I RJCTION . SUNWARD CORP . i I I I I h 96-0644 8192 SW DURIJAM Ii 1) 19 Of 27 If this nolicc 'llycars clem-er 111:111 Iltl• JUN 0 2 2000 doctimcnl, the dmill eW is tlf 111,11.0 ll tI11;Ilih. 11111'1'11: 111Iwd 111�1j1I1 '!j !( ! I !illlll i IIIjIII'i;lll 1111lI! ji�! jllljl !I !jll �lli;l I IIIiI! ! {'III ;II!jii� ' ! Ilf ll�ilij! iiilllili�l) I• I Ijliill(Ijlll=! i IIIIIiIIj!II I(II!I!�Ilil (� ,� r: �7 aft,; , INCH ( MAOF IN CHINA ( �1 I II !I I 111 I I 1::111 I tH i 1{ Illi iiii'lin ('1111::! ilil i�iii' t iil lull 1111 I "I tltlnl I 1111111 I nil IUllt� Attu �� nl n WHO!,i� IIIIIIIIIIIIIIillli, t,llltli�ll,„(111111 tllit,lt,. .,,ItI11,i ittil,..t.,,.....1►ltt,.,111111,...,...,i.,,... ...,. .ntl t,...ul . .Illlllhllll!111161tliilil.l...It11.,...l1ulE,.,.1111. 11111,1111111111,,,.111.,:,,,,lt�lj,,. ..,t,11..,,I,lll,., .;1...1.11ltll„Init,,.l.,tllulsl HO!, ,. �- X4 C.Oi;T!*+U0U5 T JP Lcel Lila) 111 / GONGRETc SLAB FER :7E7AIL © ttl 60 VARIES a -+" Ul7rjc{i 111 c x =, I - III • N Q 114389 �_ JRH�uN (2)-x5 CONTINUOUS 4 EOTTOtr! ae S, ► 12 11 „ FT NO c. H M. r-Y L.r T HIGKEN CONCRETE A5 REQUIRED TO •,,p, 12--3t `Ly PROVIDE 3" MIN. OF CONCRETE COVER CN ALL ANCHOR BOLTS AND REINFORCING 3 AT SURFACES POURED A6AIN`✓T MIN. AT SURFACES IN CONTACT WITH !::�OIL.) (2)- 05 CONT. 4 TOP C.ONr-RETE PILASTER POURED OF SLAB EDGE WALL NTEGRALL Y WI rH TYP. EDGE OF 4 G ,I' C� ,Q" T I I BETWEEN GRIDS 3 4 4, SLAB WALL ----- �� GFf ��// �`'✓/ / L #4 CONT ELSEWHERE - 7 �� `.1c* -� ,ONCRE:TE 5LAB WITH 14 89 f'SCALE: ��" - I -'-)' 16a" #4 BAR5 EACH WAY � - _ - GRAp� ---� 18" O.G. SLAB ( . _ _ L', '�k`1• 2.- 10-9'1 CA51-U. to/�1/�ti of Z�':v2 1 TMp• / l� OREGON J - CONCRETE SLAB OVER 4�r . �9 f S0 5 WGUT JOINT OR USE COMPACTED �,UBBASE VARIE= T '� T " -,- ' ' � 4„ Jf'TH M.L�Ci PREI-1OLDED INSERT, z =III 1 FILL IN WITH SEMI-RIGID EXP- 12-31-96 / #4 CONTINUOUS ca TOP — JOINT FILLER ------ CONCRETE BOND _ ISI I _ i (:) #4 VERTS. & EACH SPREAD % BREAKER FOR FULL � I � 1 i /- FOOTING WITH STD. HOOK EACH END DEPTH OF SLAB _ CONCRETE SLAB PER DETAIL {/FI (l �t I-- I GRADE - y (HOOK AROUND ANCHOR BOLTS) 8" (BREAK REINF. � JT.) /� ^_ 1 I --------- - -- 1 l / REINF. r - 1 I1.^II MIN. TYPE WIDTH 11X,1 DEPTH "I EACH WAY Q `---- -- I -- - -- ----------------- — --- - �_ " * x VARIES x —., �' -- - ----- -4 , O _ 3'-O" 10" _04 Q 1 =III—I �j 0 5'-4" 12" (6)-05w� u� (6 I --- • °a A Q0. i -L_ �/- 04 DOWEL5 ® 36" O.G. cY �� _� _. - -- - -------------- - - --- - �`� - 04 CONT. 0 BOTTOM MID-DEPTH (CAST 6" INTO FIRST POUR, GOF SLAB EDGE WALL � GREASE OTHER END) \ NQ-T€ - FOOTING BEYOND (SEE FOUNDATION N IF DESIRED, ENLARGE CONCRETE AT JOINT O (2)-05 CONTINUOUS a BOTTOM PLAN FOR FOOTING 'YPE, SEE DETAIL a TO 8" WIDE /EA. SIDE) BY 10" THICK. CAST Nk 3/FI FOR FOOTING 51ZE AND REINF.) 1V3" X 3V2" KEY 3" DOWN FROM TOP OF SLAB NOTE__ IN FIRST POUR. GOAT INTERFACE WITH BOND -^ THICKEN CONCRETE A5 REQUIRED TO 1) ALL FOOTING REINFORCING TO BE LOCATED 3" CLEAR FROM BOTTOM RETE CONCRETE AS REQUIRED TO BREAKER PRIOR TO SECOND POUR. PROVIDE 3" MIN. OF CONCRETE COVER OF FOOTING. SEE GEN'L. NOTES BELOW FOR GONG. 4 REINF. REQ'TS. PROVIDE 3" MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS AND Rl-1NFORC!N<: 2) ALL FOOTINGS TO BE SQUARE FOOTINGS WITH DIMS, OF ^1071-4 "X" (PER ON ALL ANCHOR BOLTS AND REINFORCING �I AT 5URFACE� POURED AGAINST SOIL (2" MIN. SCHEDULE ABOVE) IN EACH DIRECTION. AT SURFACES POURED AGAINST SOIL (2" MIN. CONTROL JOINT CONSTRUCTION JOINT AT SURFACES IN CONTACT WITH SOIL.) AT SURFASE5 IN CONTACT WITH SOIL.) 5 Slow,45 JOINTING DETAILS EDGE O� 5LA5 DATA I L �� 1,4D �'C�, SCHEDULEnOF:3 'C`r'y'. ,DC� Ib F1 ✓ CAST-D, 10/21/96 at 22:0:' 11/26/1996 17:49 5036248280 S & L LANDSCAPING 11/26/1995 17:08 503-668-6550 ASK4 ENGINEERING 100'-0" (51DEWALL) THIS r=OOTIN6 IS 1'0 SUPPORT NALL ADJACENT TO STAIRWELL THAT 5U1°f'OFZTS FLOOR ABOVE (MAX. LOAD = 700 plf), - 4, FTG5./5TEEL !-;ZZ;.Me � FT65./5TE1!L PRAMS FTC75./STEEL FRAME � � �• FT6SJ5TEEL FRAME �, PTLrsS./aTI=EL FRAME 3'i °L„EL OR Vio= WAIIIIIIPld STM WlALL of 2- -- (2 - - O -, --- -- -�-�- --�-- U C' Hoop 81L "TV OK STM IVAGK I-'----------------r--t�-- - -� - r _ --------------- ----- - -- ------------- Z---L -- - ----- 1 --r , �-Zf --�_-_ Z1 �- -Y- ' I I I I I —�— I J I I N I I � cc*mmxx* 0 .IG 7) i co L__�__J L __�_ iT r� (iNITH 24• M LA"'3 TYI- ._FOlJ1�!IDATI ON !N'OTE'S : 1) ALL CONCRETE HAVE A 28-day STRENGTH OF 3000 psi. bcA ,� I 2) ALL STEEL REINFORCING TO CONFORM TO ��5TM A615, GRADE 60. Wf.4xK.4 Y'�."..IL' W WIRE 4 - LAP SPLIGCb b* MIN. � � 111 '� • � i WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP ALL (OR *4 5AKS • 16, 0-0eAr,H t � (1 _ 4" CONCRETE SLAB i SLAB RMNFORGING 12" MIN 0 SPLICES, LAE' ALL OTHER I � WAY WITH 24" LAI"!) 4" Tl`F'• ® � to I I PER DETAIL 2/FI I ; REINFORGINS 40 BAR DIAMETERS MIN. ENDWALL 3} SEE "SUNWARD CORP." DRAWINGS #AI 4 A� FOR Q _-• , - ANCHOR BOLT LOCATIONS AND SPEGIFIGATION5. FTGS. I j I i A) AT CLEAR SPAN FRAMES, EMBED 3/4",P A50-1 J-BOLTS J 12" MIN, INTO CONCRETE. - „w 4I • ' ` � � II I + I I I OI I I O I OI 7B) AT ENDWALL COLUMNS, EMBED i?."(P A3O% 4r r--- f---, AMIN. INTO CONCRETE,9 J BOLTS I I 4) INSTALL CONTROL JOINTS IN SLAB PER pETAIL 5/FI @ 25'-0" 1 I 1 I I I I I I I t O.G. EACH WAY MAX. tu 01r0alt I ALL FOOTINC-5 AND GRADE BEAMS SHALL BE FOUR-'D ONTO ~ i UNDISTURBED NATIVE SOIL. IF FILL 15 REOUIRED IN ANY OF e' '�-- UNDIbTt.�tB� I L--------I L___ � L_-_ -- J L-_ ----- ' THESE LOCATION, FILL SHALL CE COMPACTED UNDER THE � L. V I \ I 1 SUPERVISION OF A LICENSED ENGINEER, .AND MUST BE A6LE 07' 1111-31- I { TO SUPPORT 1500 psf OF APPLIED LOAD. INTERIOR� .SPREAD FOOTIN65 MAY BE POURED I "00 I 6) 00 INDICATES SPREAD FOOTING TYPE. SEE DETAIL 3/FI 1"OR I UNDERNEATH 5LAB OR MONOLITHICALLY T{c<gN CO TE ^a ftQQ INW TO =r - I 4 `� I I WITH _LAB. IF POURED MONOLITHISALLY, a . { SIZE AND REINFORCING REQI!!RE1r1ENT5. TYP. 4 ENPHALL mo-Am 5' MIN- a' GC7PkARM GG'YM r ; Fl FOOTING DEPTH SHALL BE MEASURED FROM r>R AHr ON A" ANC+40K 501.T'S ANC !?LQJT��iptOlhllb fV I SLAG EDGES REP I TOP OF SLAB AND SLAB REINFORCINC7 SHALL t AT '3l"A44!f P'ti LmW A&AINST SOIL, (2" MIN. I EXTEND THROUGH FOOTING AREA. 81'fll AT %wrAGES IN cpoWTACT WITH SDILJ i ; CHECKED 7"r P. SIDEWALL I I 1'-O" TYP. a PILA51ER { 81TI SLAB EDI GES r7H1CoKCNMD 5WA15ETAL -1'1 -+ -� . DATE r ----------------I--Jl --�----- ---------I ( -----j---t— ---------- ----- — — ----------------- — -- --------------- 1J 10-21-96 `c-ALS: 3/4 1'-0" Ib - - _ ._ t -- — �J ` L r tI 11 L O I O2 O2 L I 2 - ! 2 2 1 �CAL.E O O O O -- � O as noted .10R NO. -- cAst_ut, t/ie/9e at on 17A96-177 1 �O orf I V,D x I I O I �i �iter I�1 I �i ® A9�-177 KMT• PARC w rtml 11NC[� , S H E E 7 hfrK4 ''�Insa� , Inc. '•� r °ri�+�' ti• �� ice Age-171F� `%r ��!_[ ! , 1 I n 09 &Mon OFEWIN 131111196-0644 i� 9192 SW 1WRIIAN! 10) OF CAST-D, 10/21/96 at 20:52 If (his 11olice :Ippears cleaver Ih:ul Illi' .JUN Q Z 2000 dActimertt, the tluctimeut ie of nl:tr>;nal gnaiitN• 1111cl-011111c'd I i ii i I: 1 1 !Itl i 1i ii j l I i I I i . { 'j!,Illjijl '!j !j !j !� Ijlll i IIIIIII� I;I(I IIIlj! lij! I !Ii{il!I!III il !, I ! I+ ; `��;! III II! i 1 , i11, jl 1{ij!II i i ,i1i {I ; Ili ljlllll ljllli Ij ll IIII!I ii��I lllllli ; '�r`�' I ! 1 I ! I I! } INCH I MAt>E IN CHINA IPL._.. �"1 I'i1� i 1 I I I II'111 I 111 I. I I. 11 I. .1. .I U —i�-- `1 _i -1�� Zi I� 1 -� T t II I ,I! !! , II„ 111 IIl !1IlI 1 _ 11 I I III!I iill•i li { 'ilii Ill. 11111 (i! ' 1111 'ii,,,'! I1 i' 111' 'I Illill lilllll lin II 1 II {1 'I. I 11:1111 11 UI'111 ( 111( 1 t) ( tl 11111 111111 111111 1 1111 1 1. ,r�lllll!1! ( 11!1 II ll! II 1 I j 1 Ij! ,11111,!,!!! • ,I !„� .,III!!„ll,ltll-, ..I,,.Ji,,. ,Itu, llliitl,.,.lit.. .I,IIt,I.tll,..Iltfl,Iltiln.,..,,IL.,,,.,111.,. „11,!„11,III,u1t1 II” 11 I I� . III I III I. 11 I! !III IIII I t !, ' 1 111111 11' ail 11 1 .1 1 X111 I II .,i 11111 111111 111111 1 Illi 1 I J I it i i I I I I i I ! t I I I I I• 0 0 .. ... r — — — —••-- S1 -To P! P1 I S1 `'1 I - -- - - —� - - --- .. E i �� C1 AB3 AB3 I AB3 t A83 AB3 I AB3 A83 I A93 I A83 M I � -0 1-0 � I of LLJ I IE1� f I I I " 0 \ m i A03 W I I I z AB3 ( 0 I I I I � v 1 z d v Q I I IO I I Q I N 3 I I I I N I I, .. � E1 - - - - I.: I It I1 I II I A83 AB3 I AB3 A83 I E1 I d I , AB3 I AN I AB3 , � I I z to o I I W I I I " d I \ m I B E I Ir 0 I AB3 I - --..-- I Z � Et I I B W a AB3 oI I I -`� '`0 1-0 I I N 1 I I 1 C1 Ct S1 I P1 P1 I S1 St I S1 I C1 A83 A83 ••• AB3 AB3 dA83A - - A83I 118_3.I AB3 I _ 1-2,1 N N 1 N 1v I O s J1 10-3 •b 5-4'z 10-3 10`3 5- 26 4 16-4 16-8 — - 16-8 _ ` 16-8 _ 16-8 I�;. ,t ,t f T 2 3 4 5 - --__ (�l _ 100-0 OUT / OUT OF SIDEWALL CONCRETE J r r J ANCHOR BOLT SETTING PLAN 1. FOR DETAILS AND REACTIONS SEE A2 OF Z. 2. AB- DENOTES ANCHOR BOLT SIZE, O DENOTES ANCHOR BOLT DETAIL. 3. SEE ACCESSORY SCHEDULE FOR FRAMED OPENING MARK ❑ AND DETAIL 0. I I I L� 4�4 ' Payer 1 B.CI BUILVERS Dr3rin Pvl__i Cust,r I POPHAM INDUSTRIAL FARE _OY 13-s5_ 45 X 100 X 23 3i 12 Che& Eyi_1,c �� '�•" Y" Site, I TIGARDr OR r Scale 1 (lone L P,0, 515729 SHEE1 NO, t`1 OF 2 131)[196-0644 8192 SW f)11R11AM Rl) 21 01:27 11' this 11111ice 'Ippearc cicarcr 111.111 1111• ,SUN 0 Z 2000 dOcu leen, thr 11w,mi11'111 k of 111arl;i11al y11.1litl. 1111c1•(lilill cd II � ill ; ; l � � ; ll � �i I !. Ili i i I I;I I ili III ► , . I ; , III. I . �; � � i I I iiil 1 I 11 I 1►' 111' I ! ! ! l I j III I , II I,r I ,11 i t , !,ri ,III I ill I i I Irl f I I ( � I'lr I { II I I s l Irlrlli I I :, , I� I _ IT !II I(I!IIIIIrIill�llll�lilllll I�1111�)1111i1i,II.I.I i.II I illli�llll{1,1 11. III111.11,1�il,,ll�ll I Illi�illl,I 1�11-111"1i, 1i. , 13 it --- {aII.I�I11I.n. n..lill lI.lillu,.I.I. 1.11111_I.11 nii.{1i.r.l.l.1II.l.r.t.l.l.liIIIr,I,Irl1 1 !_ il{1INCH MAGE IN CHIN .1111 r1,,nl t rrrlll n, ,url I , rrrllnr In Ir a rl n nr r I n r I �.;,. H 11�1l1r1111{lii...,lll ,1111,1 I.�. ..111t111111Ir1111111111�111111111r11111 t. �.,. Yah.v� �•��' i • I I ry[:.-r/, i_ i_I- lI- kF_ CI-IUNS FRAMED OPENING ANCHOR BOLT DETAIL WALKDOOR ANCHOR BOLT DETAIL GENERAL_ NOTES I J 1) SEE ANCHOR BOLT SETTING PLAN FOR LOCATION. 1) FIELD LOCATED BY OWNER. 1. THIS BUILDING IS DESIGNED FOR THE FOLLOWING LOADS 1 1) USE 1/2" 0 (AB1) ANCHOR BOLTS. 2) USE 1/2" 0 x 3-3/4" EXPANDED ANCHORS IN ACCORDANCE WITH THE UBC BUILDING CODE (1994). i OR EQUAL, MINIMUM EMBEDMENT 2--1/4". ROOF LL = 25.00 psi ---- -- --- ------- --_. _-___ _ WIND LOAD = 80.00 mph EXPOSURE B --� COLLATERAL LOAD = 0-00 psf HLI 4111HL 1- HR HL .. Hi Hfl CRANEC ZONE _3 TYPE: NA -i` MEZZANINE LOAD: LL = PZS.Ck�, psf DL = 10.00 psf VL VR VL VR =1 2. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN � � �_ _ __ ._ jj CONCRETE, INCLUDING ALL MASONRY' FASTENERS AND 1 I:r,Mfc LINES �,�^ -- T-- - ---- - -- -- T ANCHORS, ARE NOT BY SUNWARD. (hl . , 9 ff� : f`I;I-I!'lIE LINES (G157'4'_9 111 ) : :? .'� ,:t � � - ;� 3 F UUrJDATION DESIGIJ OR ANY OTHER CONCRETE TE DESIGN U U C�1 5 L9 # 3 BE1 W k E N FLAME L1 tJES 3U& } - WORK IS NOT BY SUNWARD (CONSULT A LOCAL ENGINEER --- --- -_--__-_ -- --__ ...... _.....---- - -- - - FOR THE DESIGN OF FOUNDATION AND CONCRETE WORK). LeUILPING ; CUI-UVIN REACTIONS ( KIRS) D'UILDING COLUMN F;ErICTIONS ( KIPS) � 0131/1111 L111E5 1 ---- - --� - -`_ LOADS ; __ --._____-----_-_-------------------------- ' � � - (AACF--) -, TE HAS A AT A WALL LINE ' ,r , ___- ---____ ------_---- -- ---- 1 4 BASE PLATES ARE DESIGNED ASSUMING ' ----------------- ' FF;F�Mr L.TNFs (G157,"9 #43 ) : 3 (,",\ _ = 1 28 DAYS kt; r MINIMUM STRENGTH OF 2540 psi AT I-IL VL HI: Vh 1-11- Vl_ IiF; '11; _-__--_-------------------------- -- ----- ---- --- --_ ``' 5. BASE PLATES SIZES ARE 3" x 8" UNLESS NOTED. � - , __ ----- BUILDING COLUMN REACTIONS ( KIPS) 11x• _ 000R MATERIAL SPECIFICATIONS0.' 1 .66 1 .66 DI-- 0.415 4.3^ o.L15 4-37 LOADS0. 1J 6. 11 b. 11 0. 1: a. 1]. L_I_ 0.68 ; -_--- ------------------------------ ; _ OPEN I NG -�•-► „ - .44 0.68 ��.44 � 3-1 1. GIR1S, PURLINS, AND EAVE STRUTS: ASTM A570, al- 1 .2'_4 -,� I 110 VL TIF; VR ------- WLL -, 4. i(3 1 .�4 4. .,1 rl- .4fl ; i. >3 ; C .�1fl -- - I DETAIL ( GRADE 55. 7 _at3 --------- ' - ------ ' --------- ' ---_-_ ---__- ; _ - _ _ DETAIL ._. 1.> ; . / 0.aci - ^ ,i. ; WI.-L_ -4. 1 7.1138 ; O.:'� -4. 54 DL � - � - T � - - -- - -- - - - - - WEB PLATE: ASTM A570, GRADE 50, WLR O.a9 ; - .�1 . 1:, --3. 137 ; .� 0.01 - - - -- 0 O1 1 8 1 *.8 2 11 GA AND 7 GA L1F+L ; 0.78 ; 4. 54 WI_I: ; 0.72' -4. 54 ; -4-21 ; -7.38 ; ; WI_L U.78 1 .43 UEfL. ; t , c•`• ; 8.91 ; 1. `�5 ; x.81 � � -1 .134 ; -'7.81 ; �.fl6 ; 7.813 ; 3. 0.25 AND GREATER WEB PLATE: ASTM A572, GRADE 50, 4„ 4. BAR STOCK: ASTM A529, GRADE 50. IJLF; 2'.86 7.81 -1 .84 ; --7.01 ; I_I_1 ; --. 10 ; -0.64 ; 1 .71 --0.2'9 ; ; WL_I_1 -4. 11 -1 .`6 ; 3.34 -0. 58 S- ; -0. 16 ; --O. 51 ; O. 16 ; 0.51 ; 5. SHEETING: ASTM A.446, GRADE "E' 80,000 psi. S111L 3�4" (TYP) 6. TRIM: ASTM A446, GRADE "D" 50,040 psi. , 1 .71 -0.29 ; 10 ; --0.64 lJI..F't1. :>,34 -0. 8 ; -4. 11 -1 .26 aCIR U. 1� 0. _�1 -0. 1f. -0... 1 � � -0.�1 --O.2'O ; 0.�1 0..'0 ; al._.[I_ .-0..::0 _0-J.J 0..J6 0.JJ SI_I_. - _ ' ; --9.U4 ; -14.39 ; ti.A 1 ; 1.4.3I3 ; ANCHOR BOLTS BRACING: EHS ZINC COATED STEEL WIRE STRAND , >EIF; 0.21 0.20 -0.2'1 ....0.2'0 ; �' I 7. SI;I_ SE El 4.1 14.38 -9.04 -14.38 I * CONFORMJ14G TO: ASTM A475-72a. ' � .- I .- o.3f, 0.33 --0.x,6 -o.:,:� sCF. � �- , , --1 .70 -o.7ti 0.7., n.r., �-_ � . SE • C 3. 1. 1. •47 ; 1 •47 ; 1 .47 ; ; COMB N 1 4.01. ; 1 ^fl ; 0.01 ; 1 .2'11 ; _ e. ANCHOR BOLT ASTM A307 OR A36 ROU MATERIAL. ' O.i `� 0.75 -1 .70 - 0. 5 ; SrR 1 .47 ; --l .,17 ; CLIMB it ; ; ; 2'.87 ; 9.09 ; --- 9. HIGH STRENGTH BOLTS: ASTIR A225 (USED WHERE ' COME-4 14 1 ; 1 .47 6.44 1 .47 6.13-1 19 ] -47 _1-,• 1 , ' C'01,11.i If :.i --1 .A 1 Ct71.1L{ ,3 1 . �4 2_. 4 1 .77 - 1 .87 6. .�� 13.713 CC)ML1 f# ; ^ 137 9.09 ; I- COlvil, . -... 10 O.bl --0.b,� CaJI.1C< #t � - _-. 4 • � -1 .133 -6.5` I .r SPECIFIED ON DRAWINGS) ARE DESIGNED AS BEARING (�OI•IB N 7 --1 .f37 9 _ � _ ..-.S8 1 . 17 -0. 14 , C:OMB N 8 ; -0. 15 ; 0.77 0. 17 ; 1 .79 __ _ _ � - - -- -- TYPE CONNECTIONS AND THREADS ARE INCLUDED IN 1 .0. 1 . . J 1. �� (_[]I1L� ft 7 ; -.;.66 9 COMB " 9 � � -I _ c -- -- THE SHEAR PLANE IN THE DESIGN OF THESE BOLTS. 2 3. 14 3.7. 0. 17 1 .79 -0. 15 U.i7 C' 43 1.76 c:OI•II:r ## ra - #i. 7.s;; ; 5.c'� >�. ��1 COMB 410 3: 1'�z" " o - ACCESSORY SCHEDULE 0.0� 1 .46 0.43 -6.77 - �'.8 ' 4.07 11 .75 -- ' .t . 36 [�(:)I'1Li ##].1 � 0, 10 � 4 .Ob 0.(31 4.73 Cr � c•. ••. _ OMC{ 1-f 1]. 4.U7 1 1 .75 -6.77 - .8 ' 0.4,3 1 .d6 0.0. 1. .46 ; CTIMI+ 11-12 0.S i. �#."/' ; 0. 1O 4.Of� .......................................... ............. t_ L - - - Ct]11h t .60 1.^. 5'S ; 1 611 ,,, - 1'/2" MARK DESCRIPTION DETAIL OTY. , � ].�_. �.� � r(]hiL� f#].;� :_1.h i 7 •moi - ., � - - ., --- � �:� i. I.6� , j', ,. 1 I..-(](ll) (::(:)1'IE�:I:hlfll 1(71 ISi- 10-0 x 10-0 FRAMED OPENING A 3 LC)I•II.< ;#1 `, ; - 1. . 78 ; 4.01 ; 0.74 ; 5.46 ; ; C.CII•u oil `Y --;1• C) .,n ' r O,. ...d .4. 1 .E1.� �J.30 ._.....---•--•------••----.__---.-.--......_.... SIDEWALL - �C]I.1r� ##19 - 1 .74 ; 7. 1-j 2.06 3070 WALKDOOR F/0 B _ 3 6 7.41-3 C(]I`1C1 if l'7 ; =s3 ; 2-6. 5 3 4.47 ; 2:7. fj ; CC)I'IIt 4t 1- _ 1 -00 X(T)L_+ SL.. ) - - COI•IL{ ft 4„ ^CCrIC1 1120 1 . 12 S. 5 ^.69 S .E37 CCI`Ihr n 5 a0.�f +C ] .B if 12_ 0.08 1. 1 1 . 2 , 06 - - --- - - #4 1.,00 X(DL-s- WLR) ._."----"'•-_-_ !._ClAI> .T.I�II�T 7:01.1!:;: •--_____.__..____________.._.._._ -------__----- ----- - -------. ___ ----- ------- _ (�(JI't1"+ ;4 t3....._ :. ,� X(nl_ af�Il.) BASEPLATE: , x ! - ^---- I_OAD cOI'B114ATIUNS.- 1 -00 ------ -- -_.. ___- _ ---- - 1;18!•101 1-i r- 1 .00 X( PL ► SFII<) _ COOL ft ]. - 1 -00 X(I)L+ SL. ) 111]11[1 0.75 X(111_+ (31:_1_) -- -�= SEE ANCHOR BOLT SETTING PLAN C:C)I•IIt iI 1- 1 .00 X(DLi SL ) COMB #4 J'--- 1. .00 X(DI-+ !Jf_I_ ) C1� FOR ANCHOR BOLT DIAMETEI< E1 BASEPLATE: `�" x 8" (�rn•ILi tr 3-- 1 .00 X(DI_+ WI-I-) C*011 1 It 11- _ : 0.75 X(DLA- SER) - .::c)rfrl 41- -;_._..'•,. 1 .00 ;:(1)L.+ Wl..L i ) C:(JI•IEl tt 1 .00 X(DL+ WLL 1 ) (..1)ND it 13---.•_ 1 .00 X(1)L_+ 1/29-4- WI.I.1 ) ---- - - ----------- CUI.1I{ 4# 3--:> ]. .OJ X(DI_+ 1/2S31-+ WLI_1 ) C'C11•IIt 1-f i i.--- ::, 1 .00 X f Dl._+ f'EIL. ) COMB ft l i.---::: 1 .00 X(DL+' SE I L.) (_()r'lij If 1::' ]. _00 ?:(.Dl_ ;I * _ I •---..:• EII�:) N COMB #11. 1 .00 X(DI-+ GEII:) C:C)I•II:1 tt:l.:>__ 1 -00 X(DL.+ SL+ L..L) I ("C)1•!I� ti].3--.'.: ] .00 X(DL+ SL+ L.l_) COMB 141.15 -_:a 1. .nn X(DL+ WI_I_+ L_I_) ]. .00 X(I)I._+ WLI_{ L,I- (:;011113 fd:l.9••--::t• 1. .00 X(I)L+ WLL 1+ LL) (:881.1111 i#15---:;• 1 .00 X(DL_+ WLL 1+ LL ) (::UI'I ii 1-f, --'_ 1 .00 X(DL+ IJPI_+ 1/ WL_I_].+ L_L.. ) - ( (]1.1113 41-2'0- 1 .00 X(DI_+ 1/`L+ Wf_I_].+ 1_1._ ) ]. .."�X E;I IC)W LOAD ON LEFT SLOPE F:UUF - -- _ (::CIhIIa 111:'2'- 1 .00 y:(UL+ DHL+ 1/2'WL_L1+ L-L) + O.00XhI(]W LOAD UhI DIGHT GLC11 I:(:)1-.)1- _ - -- ' IJIrL_-::• 1 .2'5 X SHOW LOAD ON LEFT SI.-OPE I-.;CJ(j1- + O,OOY, SI•IC)W L_C]i�-ID ON RTGI-IT SLOPE F:GOF t t -- L SIDEWALL ENDwALL COLUNIN REACTIONS - - --- ---- -- ___ _ - --- 11E22 NINE COLUMN RZACTIONS ( z ) THRUO FRAME LINE: I -- -' -- ----'- _ FRAME LANE: -1 --__ ----_ ---- -- tit rt,t,r�E 1_INES �Z) O 5 BASEPLATE: x $' (2 IZ i I� OL + LL DL + WL DL + LL DL + WL BASEPLATE: COL. -- -V H V CUL. - V H V 1113 A S1 * SEE ANCHOR BOLT SETTING PLAN I� SEE ANCHOR BOLT SETTING PLAN 1101310 �` * A * FOR ANCHOR BOLT DIAMETER FOR ANCHOR BOLT DIAMETER I - -- 6 13.2 1.38 5 13.Z-61. 38 C 1.54 --- _ ----- ----- ---- --- _ 1 0" 13. I . 13.28 1. Sti 13. 2g _ ----- D -- - 28 , 1. 38 D - 13.213 1.5g --- 4 I C ,. 4,. 4 ... E - + 4,. * -- * - * * _ o REAC'T'IONS FOR WIND LOAD - .1. --_ OF FRAME (WHERE X--BRACED) �` CEFf.t? to �f?nr1E FZEAcT10N'S LOCATICN fl (t) V SIDEWALL BASEPLATE: 8" x 2'-1" SEE ANCHOR 80LT SETTING PLAN FOR ANCHOR BOLT DIAMETER NOTES: 1) 111E POSITIVE DIRF_CTIUNS FOR THE FRAME COLUMN REACTIONS ARE: ANCHOR ClI__ I SCHEDULE ^ , VERIFY LENGTH AND �HORIZONTAL: INWARD DIRECTION TO THE BUILDING -ANCHOR BOLT � � - --- --------- VER TICAL: UPWARD DIRECTION TO THE BUILDING WIDTH DIMENSIONS 0 ALL REACTIONS ARE GIVEN IN KIPS (t000 Les). MARK QTY. DIA. LEN. _A - B C PROD. �- _ - _ CHECK YOUR ANCHOR BOLT �''�'X ' `•'�'�� ` 0 �y. 2- �_- �7 ��, 3) LOAD COMBINATIONS LISTED ARE NOT COMPLETE FOR FOUNDATION ---- ----------- -- ti DESIGN. IT MAY CONTROL BY DOING ADDITIONAL COMBINATIONS _ - __ - - - SETTING PLAN TO MAKE OTHER AN LISTED. ABI 12 �/2" 111/2" 10" 1112" TH1112 1112" --- - M1N. CERTAIN THAT ALL -THE= A133 -84 /4" 1 - 51/2t, 1 ,_ 3„ 2112„ 21/2,► 2" B -- - DIMENSIONS SHOWN AGREE ------ WI TH THOSE LISTED IN � � SUt`!!•1nRD r'r�RF•C)Rf�TIQN -_ y� Fuger ,, Ptrt BUILDERS Dr2on Fy1__CS ------- --- -___._- _ _ YOUR CONTRACT. \ of 19 � r'ust. ' I401AH INDUSTRIAL PARK _09-13-96_ Deser, r 45 X 1110 X 23 3:12 Check ---- - __- -- ----- - -- ---- NUT -� • `.�.'• site, r TICAFD, OR Sc.le r None , FSO, r 915729 SHEET NO, 02 M 2 -4111- 12 1 112 33/4" EXPANDED AlICIAOR OR EQUAL f 13111'96-0644 8192 STV DI!RIIAM RD 22 OF 27 If this 1101ice appears clearer 111:111 111e JUN 0 2 2000 document, the document is of 111,11-I;i11al (ilialil- I.- ('11-0 Illt'(1 ' 111III111'l� tli { + ' 11111 i III I ! 1131 I II I Ij 1- 113 Ilii' ! I ! I 111131113 I;1- � !i ' I ' ! { �i I i I I { ' t I ; NMI I f ( � I ( I i' �' I 'I 1 i I , ! I • ' I I I ILII ;I�, �i,l iIl,:�t(iI.I I Illlllllll it t IIIIIII�►IIIItI I IIII1III� �i I I ! II IItiI. IN CN M ADE IM CN I ' I 1 i rq pp 1 1 r1 11 I . - 7�- ------�- =1 �-�•--- �-- yam- ;i 11 III II111 I III ( I IIII Lill 13111111 ' "1 !" „ !• t `' ' "" tltlu lllt l I ,Itl , ,n�lt�,ltlnt�ll,llt� t III II `• I,I�, IIIIIlIIl11I lI(IIl,I„IIIIII� ,.,,li}IIIIl,I�IlIIIl, .11llll,I• Ilil...,I!l,,,.. ,.1,,,....1,113, .I ilill! „gIII.!I!ll!!!!il}li!lhilll!}!! III!!!!!l�III1!I!.!�IlI!III!!�!ln11411I1„t+III 111111 tl �! I III,. ! IIIA I! III.,I/,111111h1,l,ll. 1 ,.... In,.l „i.., , n,l , ..Ilntu „ , ,..w.n. i LEGEND_ C- MAIN FRAME COLUMN RB- MAIN FRAME RAFTER CC- CORNER COLUMN EC- ENDWALL COLUMN ER- ENDWALL RAFTER DJ- DOOR JAMB I DH - DOOR HEADER G- GIRT { P- PURL IN (r ES- FAVE STRUT I FC- FRAMING CLIP CL- SPECIAL CLIP RC- RIDGE CAP RS- ROOF SHEET SW- SIDEWALL Ew- ENDWALL FTC- FRAMING, CLOSU tE 9 � I wI � I toI Q0- v T- TRIM I 1 s l a PB-2 - PR- w PB 2 w 1 a I TR- SPECIAL TRIM c} �+ II�w u w I LII w AL- ANGLE ES-1L i — ES-2 —_ 1 ES-L ES-2 tl ES-2- 1 ES-1R A ES-2- C71 - ------ A- SPECIAL ANGLE FB -Slx FB -51x FB- FLANGE BRACE —. G-3 G- 2 -- _ -2 G- 2 G.-1 CEN—R l l!JE N.A. NOT APPLICABLE FC-112 G-2 FC-11? ERECTION RE-QUIR MEN FTS F.S. FAR SIDE � -�X FB-41X FOR FRAMING DETAILS SEE GI. N.S. NEAR SIDE 1`6-2PB-Z 2'-U" GIRT LAP. N.B.S. NOT BY SUNWARD r _ G-3 G-(o G-2 KG- G-8 G-1 FC-112 FOR PORTAL FRAME SECTION 0.C. ON CENTER --- - _... AND DETAILS SEE F3, STEEL LINE FC-112 c--I 1 ! __. _� FOR OVERHEAD DOOR FRAMED - _ - -- ---- ll -------- w 1 I I J-2� -- t— - -- ---- - - r DH-1 1 2. -) 0.H. OPPOSITE HAND DH--1 I J- 3 J- 2 1 -DH-t� 1 I 1 ''- OPENING DETAILS SEE G2 IG-5 G-2 I I I I r FC-167 AT TOP OF RIGHT DOOR TYP. TYPICAL n JAMB k FC-168 AT TOP OF LEFT FC-112 I 1 I I 1 - '" U.N. UNLESS NOTED 41 o DOOR JAMB TO GIRT CONNECTION. � �ss I o I I 0 ! I ': G-// o I FC--112 I F B- R�Rt d i OA a i _ y i �,i a i i { A , `i� it o FOR ME77ANINE FRAMING SEF E2. PR- FO�1AL W>�TFR `"' I , I I 1 I 1 a- 7 (Z)FC-Irl() AT ENp of E/s_N I i 1 � �' I I I a MEAt�111JE �otsr tv WER Pe- (�RTI,I.- C O J t-1 N BA-10 (TYP) ,I p ca I 4 ° 1 1� ! 1 �> I pt= Cdl urtry ror�n�E< tloN, N1B- f`1F22A1�1►lE BEAM ] (z) Ft V70 AT EAoK E►Jh of I t1EZ8AtJ1NE --Iu1Sr TO WeiAL hc- rW?-ANwE ClQu1HN I 1-0 � 1-0 3- 4.j- 10-0 —4-3-4 5-8 10-0 10-0 5-8 1,1 E, PINISFt rt-cok a 4 16-4 16-8 16-8 16-8 16-8 16-4 4 (112 3 4 100 o o vur u `r r of STEEL � c-2 C-t C-2 tz °� -- -- - -- C- 2 C-1 -- - ---- ---- _ -- - - --- -- -- - - -- ----_ _— - --- -- ---- C-1 I I ELEVATION AT COL . LINE A ~ ME•1�1P_I�Z SIZES I G r-- - (\U- I�Yz 7-1 +raw ST7`L,JiS (C�- •) aura �� NEtr�� (rµ• `)£�C.Iro _^ISI nn�!1JE _...__�� =� 1 �w N0-1 E : LOIIC�P,pprl KIT MAY QE REGU12EAtv-J\IN 2 p z Foy o. \. tmp's z _ _ _ 1� I r1 I `D QI ID 4I w I t I .D 1 19 I S - PB 2 PR- I Z PB-2 I a I U �N U.N tL tIL l,,l �I W �II w U w U LL V t ES-1L ----` - - ES-Z + - ES-2- t ES-7- ES-2 _ ES-1R 1 F-%-Six --- G-3 FC-112 I R 41X G-2 (ERECTION REQUIREMENTS �-- Ff3-fix FC- 112 FOR FRAMING DETAILS SEE G1. FOR PORTAL FRAME DETAIL { 13 Z SEE E3. W � G-� _ G-2 f FC- 2 2-0 GIRT LAP. ---- 2 G-2 - G_2 G 1 11FOR ME7.7.AIJINE FRAMING SEE E2. - - Fc-112 ---1 f� -_ - -_- _ _— _ - �- _-- -- - _J 1 - ) L __ _ --- —=-7�----- I -- � (z) r-c-17a At ENQ or EIgH i �a I J- � J- L J- L Cl J-3 J- 7— _. J- I ME?-ltNNIN6 JOIST TO WE(? 1 f ___ G-3 — _ G-2 G r G-2 G 2 �' or ea.UltiiJ Coal�rECTIt,r.1 1 N — _ -- G-1 0 MEL rIO sols oP' — I-- FC i P r 1>L 1 Ln -- -- ` ! I FC-112 -----_ _---- - - _ _ \ FC t1? � � (2) c-1']u AT �ACN ENS OF a I O I o f'RPM4 C�►�1NECTI�N, n - � I O a BA-10 TYP a i i i 4 16-4 16-8 16-8 16-8 16-8 - — 16-4 •t I --- --- 7 6 5 4 I 100-0 OUT OUT OF STEEL C-1 C-1 -{ C-•Z C-2 C-1 c' � I ELEVATt0-N AT COL . LINE E- 611mrs Cen- ))vYZ7I40 ,.*�".�t'r ;'� �; , _ � ��.V. 2-(0-`x•7 �'A� ---- -__- - l I 1 SUIulJAF�C CORPORA-1ION ' �/ Piper I B,C, BUILDERS Drawn N ' F� Cust. DURHAM IN['.1STRIl+t. PARK _09-13-45_ 4'' �`w1'l, ty,1yt i%• Descr. 45 X 100 X 23 3112 Check N4,_-__---_-- �x,.ir'A"�";,, ,✓ Site. TIGARDY OR Scale I Nene F',Q. G15729 SHLE1 fin, E1 OF 3 �L1P 46-0644 RI) 8192 SW pTl1?IIAM 23 ojI 27 If This ttolice ;Ippe;u's cle;llrer (lull the JUN 0 Z 2000 document, Ilio tlocllrtlenl is of 111;11.011a1 1l llalil3. Illll'ft11111111'll 111111111 .1 Illilll , I 1 1; . 1 1 1 , I i ! I I l lip 1{I I I I 111! l � �i ; ,! I �Ij:I1iIliilllill ; Ill� lill I�lII,I I ! Il } Ij I II p 111IiINCHMAOC IN CHINA .�i 24�X Is 11 i a 1: �- It II I I III11 III I11! 1 ii illli iiilii i Illi i- { H i1 Ili 11'lii i'Iiiiill in i li l' I' Ii 111 Ii111i 111 U Ii111 "i 1'I' 1. "1• 1111..1 1 IIIItI 1 .nl 1 1111!1.1111.., n,l.n 1 ! ! !„ 1 n `I {II{IIIIIIII„�III1.111III,I 1.�.,,LIII�Il.I,,I!l�I,. •l,II�„!1 III..,,.ill,,...,lll.4.,,,lull,.1,l...1f}.....I,n...�1L111I!. ..!fillllt.!1...11t!Ilhlilll,!..,}!l..,.,.Itll,...,l�Ill.....}�r,u1r,IIII.,.1111.,�.,,.I=11.,..,.11.11..111.111.. . „1..,,.,l11.1..,..1{.,, „III11111�,{.I,� _ I o A lot I ` d 1 12.00 d 1 3.00 Rg.3k- Rg - 3R _ _ A�-1 AL.- 1 ��-- ES-1R ES-3 ES-3 ES-3 ES-3 ES-1L -''' -, 'i_r /-- r') n n n n n 11'7 ' N) n ' in M 1 n -_ \J N N R N c) i1 N N •V I N N I N '� N ! I N � - J 1 J C��) J I J P� J J .J j J e�� J i J G- P- < P-2 a i a P-[ a a P-2 a i a P-2 a 1 a P-1 a I a m IFC- FC-143 -� I (TYP) (TYP) (TYP) (TYP) - - --- { (TYP) I / I A I ; ) (TYP I (1+11U� I G-1> - ! , I 1---- -- --- - , AL-1 i 1 I AL-1 m m 1 m I m 1 m I:i AL-1 I h1l�K I I AL-1 ~ ' JQD N 1 , ; o MB- 3 , MB- 4 I MB-q , MB- 3 v► ' -= I .•--) N G-12 i G- 15 G- !5� j G- 1 Z. LJ oO m 0i l• e\ I 1 Q AL-1 I I I AL-1 -� I p I RG aGe ems? [RECT ON REOUIREMENTS� „ I I 0 .- o AL-20 AL-20 AL-20 { AL-20 AL-20 AL-20 _ AL-20 AL-20 AL-20 AL-20 - AL-20 AL-20 0 (1) ROW PBA-10 AT MIDPOI14T -- I I i AL- :01) -" N EACH AY. •z � I BA-10 (TYP) I I I 0 v� I < PBA-10 TO BE INSTALLED I __J BEFORE SHEETING. SEE GI, ( I 1 I l v (2) ROWS OF FIRIDGING ANGLE — ez I ROB\ ,Z Rhe\ I IN EACH BAY SPACED AS SHOWN. _ _ 0 FRECf10N REQUIREMENTS BRIDGING ANGLE TO BE INSTALLED � ------- � BEFORE ROOF SHEETING. SEE GI. - _ - -- FC-110 do FC-111 AT EACH j ,Q FC-27 UNDER EVERY PURLIN AT 11-2 _ - 11-y --11_4 11-Z _ FRAME RAFTER CONNECTION I C`B � Ih FC-27ENDWAIS. ENDWALL COLUM14 TO MAIN 1 I I �� 0 I I Al' LINES B & D. I = m m m m �G m m FOR CABLE BRACING SIZES E (,U C cc a _ / m =_ �_ AND DETAILS SEE GI. ) (2) FC-153 AT MAIN FRAME �{ AL-22 1 FOR FRAMING DETAILS SEE G1. __- 45-0 OUT / OUT OF STEEL SPLICE PLATES TO ENDWALL COLUMN. mai (TYP UN) I 2-0 PURLI;J LAP. C-3(-, EC-1 EC-2 EC- C- 3fZ FC-75x AT END OF EACH GIRT P-1 a P-2 ' p_2 P-2 P-2 p-• TO FLANGE OF CORNER COLUMN. (TYP n n (TYP) n 1 �] (TYP) r] ,7 -(TYP) ,7 ,7 (TYP) n n (TYP) ,,► ,,► (UM N I N N ; N N ; CJ lJ I N N N N N _ a j q I J J J 1 - ELE 'V ATION A T _ FC-4 AT EACH GIRT TO ENDWALL COLUMN CONNECTION. _ _ _ _ M tea✓ Srz..S FRAME LINE 1 FOR ENDWALL DETAILS Arab BOLT REQUIREMENTS SEE G1 I , a a a� a a a a ES-2L ES-6 - ES-5 ES- 3 ES-4 ES-1R GiR T� �!.a• � (p'/z�1(o I FOR MEZZANINE FRAMING SEE EZ. I E N Dt�.!A;-1, �D L.• (Ems•' � I 5"N div' FL41Qi (2) FC-101 AT EACN ENS OF II 7`;y" .IIS"kfE� HEtPAN1%JE 13FA1-1 To coI„ mN 5-2 _ 6-0 5-2 5-4 6-0 5-4 5-4 6-0 5-4 5-4 _6-0 5-4 5•-4 6-0 5-1 5-2 6-0 _ 5-2 � ►.►E�t►unl, a -I -- -- 16-4 - -_ VtG-8 --- 16-8 - _ _16- 8- � ..t6e8 16-4 - - 4 r 3 4 5 6 i 100-0 OUT / OUT OF STEEL ine ROOF- FRAMING PLAN ° as - -- Ln I •t 'n v _ 12.OU M�NtP�E12 SIZF�..� �� — i-1 3.00 WzV(a 3L- Gam (rlcg- ) �Ie"� AL_1 A�-1 _— G-/L i G-I4 o' FC-143 I FC-143 I I ELEvAfic�nl III'. y" k "' c 1'} G-.-15 ' c-IS IG- )A FIC Tap of ME11ANINE FRAHINCr - - 3L C• 1 c. V!!-i vc c 2 c I _ C- 1 r_-3L AL--1 AL-1 j Li -J� +YI, u.N. - J- -cm_u-N -- -- .-tLN.) �-: J. 4vr u.N. _ 4- tell'uN� J-4 w a I � -- I,.4 � AL-1 I MART' I I AL-1 -. _ - – I, y. z ----- --- G-13 G-15 11,. I G-/s, IG-t3 ---- I r — _ -- - ---- - 1 --- - - -- - - - -__ m I 1-1 _ 1 .-r' 41 1 MB- 3 , M8- 4 I MB-Q I MB-3 - -'---- --- - ----- -r G-12- j G- I G-15 W U- 1 j- - ------- - it _--._ - �p1 - ----- --- �� --�tj C4I y �- AL- 1 I I I AL-1 i m L--- _-_- -_- L I 1 y t I I I 0 1 , I'•y r I I I Q. -.— w ? 1 - - Q r.� r'-y - BA-10 TYP I - I --- J 1 f. �._-__.. _ __ ___ _ _ _- - --- ---- ERECT ON RE UIREM-UNTS FC-110 & FC-111 AT EACH •y ENDWALL COLUMN TO MAIN 11-2 11- U 11-y 11-Z FRAME RAFTER CONNECTION '� ------ I - -- - - - t' AT LINES B do D. 45-0 OUT OUT OF STEEL (2) FC-153 AT MAIN FRAME __ - _1 _ _ SSPLICE PLATES TO ENDWALL COLUMN. RF1aUIREFIEIJ'{5 C- L_ EC-1 EC-2 EC.- C-3� FC-75x AT ENO OF EACH GIRT I (2) FC-101 Af ENV of EACN r1Ei.Z►�NI"F_ TO 75x OF OF PEA►1 t0 GOLU1IN COMNEc. VW Pcf t - ._ _ - CORNER COLUMN. ---_-_ ----- , , I I•y' CO. FC-4 AT EACH GIRT TO LINES L (i) /r l02 Af END OF EAcH t1EZ2ANINE C R+1TP .{� sIzES�� ,zflC4 ELEVATION A T ENDWALL COLUMN CONNECTION. EEAr"I 'f0 CoLUMN OR BEAPt CONNEt•floN _ ( ,- FRAME LINE 7 FOR ENDWALL DETAILS AND - --- \ 1 I'-y' kf LINES 2, 5 +t 1=NDI•�IAU. CO(,-. �E�- 1 E ('1. BOLT REQUIREMENTS SE I H 0, yO,O, ® 5"x direFL.vJCieS - -----'-- FOR MEZZANINE FRAMING SEE E Z, - -- (2) Fc - 164 A-f ENr or EAcH r1FZZANINE - "X `C.IIZ"Wt=� ;� -__W-- --___-__-- - _ - =.-- r► 1'-N' 4015-f fo HFZZANINE RFAf1 (z) F� u0l AT EARN �D OF 1 MEZLANIME 13EAM t0 eOLLIH S I � � I'_y^ CDNNEC'fION. COAINECT1o►J• (r)FC•110 Af END OF EAcH r1EIZW1I`JE I -- -. - - ---- _ ---- - - - J015•f 'fO COLUMN FLANC,E. ( ,l - -_------- •--------- •------4= -- _ ___ _ -L _- _ _� 1_; _iii" (c) FC•170 Af ENV of EACN I-tE ZANINE - '- - - - - - J _ Z r--3R C.``- c-Z plj.i - - --rql - - ��- - - - - --c-I- — - - - - - - - - - — - - - JQIS to LIELt OF ,InFWALL GOLUHNS ----------- ------ ------ --- — — C-1 c .?L_ `s� AT LIKJES QQ C(i Q nh Ill 7rn►.►lrlr I"r Ir.11 •. ;r I r,1. -- -- I(n' -- --- -- f,.¢ ol 100'- O OUI OU'( OF SACEL UURF'r.1F,!AT l 0H MEQ �N I N� �RAf11►JG ALAN C— ► � P' verjst. 1 P.C. P!IINDERSUST Dralrn Hot-._�___ � '` Cust. t DUF:NAM INDUSTRIAL PARK _09-13-46_ McMr' R SIZE Descr. 1 45 X 100 X 23 3,'12 Check 1'y,'____-_-___ ----- ---- - MEZZ, ti4 I L. •'z; Site. 1 TIGARDr OR ___-----_- " `"' Scale t None 19 yzl, K 1/4 W�B P.O. 1 915128 5HEc1 10, E< OF .! Metz, F?,F-Am ((Mr Se ms— �f> 5" �'1b" FLAN eS 1 9�g. X.IIZ" k1E:6 MEZ2.• 30K,Ts 0 9�I3 I 13UP 96-0644 8192 SW DURHAM RI) 74 or 17 1f Ihis n/►licc appvarc clevrl' Ihan the JUN ® Z 2000 „ ` document, Ilse docimicilt is of nlarkinal Ilualil?• 1111crol1!mcd lel{I ! I Ijlj► j!illllj I III . I ( , ; j !!! l i :! 11l i1 , I I II lil: l ► + ! ! Ili , ! I . ! iillil iILQ!+'!�I ! ! ! !, II III ) I`, il ,llll � INCH MADE IM CHINA _ IT 2� , _ � T !I!If III !111 ! II ;111 'I I liill ill !111 liii!ii illll i ' 'I !' i iilil i{'I.i! liii!iii!I {..n I "I%ii{ 'lil I' I''illill II n 11 1'1111 1 n 11 ' •'1'I "�,lu"11,1 1 r1111n 11 n.l , 1111111 111.,. 1.11.,. n 1!I , I n .IIII!11,111111,•.11!I II. .11lljll,ll!Illjl.. •.lIII,„! lilL.„I ,.... .11�,,..IE.II�I•!.l.1li.III,,..•I..I....i..,..,....11.. 1,.,.,,IUI,l,...II.I..Il,�jll;llr,Ilji . , .,,, :,,,!{,Il,,,,. ,,,il ,..I,11l.... •,{.,111.IL11 ,llf 1.1.,,{{1111{11111lI. I ' 12.005 qb 101 Ab e,3.U0 (- 2312 6 q 4'� OAX 12.00 4-5Ag 00- ( 3.00 F- 4 ._ — 4-598 23_2�g - N Sll'a " 4,5gg ��9 4-59g lr '` .all 4-516 1� 3S' ro Z-7" .1-19'' A 3 ,� L �g>Z I �2•rr�Z3"x.119"n 3 1�/Z �n�•f�� /� } m 1(jiM ABOUT ~ �J RIDGE off- (B) I i sr I ~ SYM OUT = RID i I - - 3 3 H/ -` MB- I _ M8_Z _ .. N _ MEZZANINE AREA Z3 .0t ------------ ------------ `� y t(1 3 W N M t/1 I I) CLIP; !i) FC-let w/(q) C> IP:(r)fc•lot ►'acv) a x X I 1Yz' A 3zs ea Ts IY: AarstbusW m r4 XA `n W �1 m m r 62 f K 1 l O I o Ul 8- - 22-6 _ _ 45-0 OUT / OUT OF STEEL 22-6 45-0 OUT / OUT OF STEEL E - I I A E A CROSS SECTION AT FRAME LINES 2 THRU 6 CROSS SECTION AT FRAME LINES 1 �c 7 •>� iRAh1bE ARACE 1.S SNowl�f (•INIESS Nete.D &4E1, * - i NOTE : FLW6F- RVACE• 'MWiuZp TNS16E OF WflDIW6 GK.Y i i PLATE SIZE TABLE SPLICE BOLT TABLE VERTICAL ILEARANCE AT LEFT HAUNCH s lo- 187 � PLAT t VERTICAL CLEARANCE AT PEAK w 25-Sits PLATE SIZE TABLE _ SPLICE BOLT TABLE VERTICAL CLEARANCE AT LEFT HAUNCH - 20--34 CONN.- LEFT SIDE RIGHT SIDE SPLICE OTY SIZE TYPE HORIZONTAL. CLEARANCE HAUNCH TC PEAK x 18-9te CONN. LEFT SIDE RIGHT' SIDE SPLICE OTY S12E TYPE VERTICAL CLEARANCE AT PEAK a 25-911 A 8 X 11 X 8 N/A A 2 T X -0 A307 B&N HORIZONTAL CLEARANCE HAUNCH 10 PE,"K 19-5i6 B 6 X 2 X 3-81 6 X I X 3-81 B 12 � X 2 A325 BdcN I=C a X X 2-10 N/A C 12 _ A 5 X X N/A A 2 X 1-51 A307 B&N X 2 A325 BTe 8 5 X_ I X 3-5 5XS_ & X 3- _ B . 12 X A325 B&N - C 5 X I X 2-511 — N/A C 10 X 2 A325 e&_N r 1 x ,/z" O.S. FLG. ti — 1) S A. SUBMERGED ARC PROCESS. I ` 2 0.1790 2) IF AAT_RIAL IS <_- 5��" THICK, THEN WELDS i \ Boss (PB-2) — WEB 2 } WILL BE - �� . 45' - 45' 5" x 3/16" FLG. 1 8..A ,�i� / \ 17-5/8" « .112" H7 E� -- I.S. FL(1. BOSS �ApSS 2 2 3) TYP. FLANGE SPLICE (IF t�tATE!'fAL IS < " COLUMN -rOLlll.11J /— 45. - - ---- 45' 45' THEN _LDS ILL. BE W "� _ S.A. I ---. -- -c�nL 4) 1YP. WEB SPLICE (IF MATERIAL IS > S/8.. I t •N m Co�ut�11 i THEN WELDS WILL BE - ). �% PORTAL S.A. } y 5) ALL WELD SIZES ARE � THE THINNEST ! RAFTER /// MATERIAL IN THE JOINT• EXCEPT FILLET / \ S.A. }-r �- STIFF, (N.S. h F.S.)(TYP,) - WELDS WHICH ARE SIZED ACCORDIIIG TO COLUMN POR IAt - -�` AISC TABLE (SEE BELOW). {g� I i L - COLUMN r Col_UMrI - - ' "�� 1 6) ALL WELDING IS PERFORMED USING 2� a -- 8" •�- Z,-i Is 1 ,� PROCEDURES WHICH HAVE BEEN DEVELOPED 45' 2 I Z'-8- 2 IN ACCORDANCE WITH AWS (U.S.) AND CSA - 45' (CANADIAN) STANDARDS. 4.5 n0 3N a" HAUNCH DETAIL HAUNCHa. DETAIL 7 - _-- \ - 7) S.A. WELDS ARE RETURNED 3" FROM SPLICE -•-<�.A. PLATES USING A FILLET WELD ON OPPOSITE s«1 -- •v i 1 _--_ __ SIDE OF WEB. I - -y r I 45' N I PEAK SPLICE -- — — --- r - - �2 E NOTES P �. \ PORTAL FRAME KNEE DETAIL WfBB N ,,tiTB I i N 1 —'1� 45• 1 I 45' a PORTAL "0\ COLUMN 6 1 AA j r:oLt_IMN 45' / ! S.A. - 4 4 13ASF - OM1 - cn LL f1 1 • �' • I „ I I -- - - I BETWEEN LINES O & 21-9" AT LINE(S)-L^J & VIEWS ARE FROM OU rSIDE (U.N.) , 1 PORTAL FRAME CROSS—SECTION BASE DETAIL 3 a_._ . • PLATE SIZE TABLE SPLICE BOLT TABLE � --• -.__�-_ __--` _.f._= •.la : .. a. - � i � :. , IJ CONN. PLATE SIZE SPLICE _QTY. SIZE SIZE 1 I 1 1 �' �• � BEV• -,2-(o- q-7 A 8'x 3/8'A t'-I" A to Yy'd X 1'-SFr" A307 BArN B NA B 4 20 y -- - -- -- A325 BAdJ ° ------- - C a M '�t• X t'-0'1i6 C NA NA -- --- yi' x 2' 8%z" D Iv �y' ,t Z" A325 BAr KNEE DETAIL _ BASE DETAIL BASE DETAIL i MINIMUM SIZE FILLET WELD - AISC 8th Edition - Table 1.17.2A; 9th Edition - Table J2.4) ;iifs fty _-------.. •..e.:a ' ,✓"`. ►� fit"'i Material Thickness of Thicker Port JoinedMinimum Size of Fillet Welds tt t•lAVP C9PPQF'ATLON (Inches) _(Inches) SUN Purer S F.C. BUILDERS Dram To 1/4 Inclusive --- - - - ----- 1/8 - y ,1 X2'17 I Cust. 1 DURHAM INDUSTRIAL PA4, _09-13-96_ 3 Over 1/4 to 1/2 i1 ` sc •i6 ) De._r. 45 X 100 X _.23 3,12 Chect• Hy!__________ � ,s Site, 1 TMARD, OR Over 1/2 to _Y4 1/4 ---------- t' �4 Sf 21 P � N^I'le t Over sii6 \;y>+sq F.O, r1512a SHEET t10, E3 CF ,{ 'Leg Dimension of Fillet Welds BLIP 96-0644 8192 SW DURIIAM RD 25 OF 27 r II' Ihis notice appears Cleaver Than the JUN 0 Z 2000 1 document, the dncu111ent is of III-11-011,11quality• Illll'1't►}llllll't) ' IIi � 1 f((11�} '!� I►Ijlll�l�lli I I I I Itl� II; ! Til! I ; I !!; Til � !; I mill : � i }li 1 � ' ;I I 1 i I I ! Till► I t' ! i � ! f I l }�+ � ° 1 I ( I 1 ! ! 1 i' i, �.,,, !l li� l� ; � ►, '; } � . , ; t . �I I : , (, y I' !! jdi11 ,ij INCH MApE IN CNt1SA 1 is T1 I II II I IIII! + 1 II II lliilll Bill Ililllf ilii}ii ililll i i i} Iii iii}:I I!'liil Jim! " i ' ' 1" iIi il} i...11 I; III 1 u .I I:'t'I ��II�}II�II,.IIIII• Illll,l��„ .,TILL{II,I,,L,�„ .,,Il,,,,,,li•,•- . .,., .•!I},,..I.!!,Ii.,l,•I,I.J, ..I,.I,. III!!. .!!I!. �I�lii!liill�.!IIIiIlIIII!II,!.,.lill,•...•111„1..,�I.I..11..II„ul,Iill.�„itl,,:.,,}IIJ�,.,...illll,,,.I,III,, !'QVC Ji{7l}T MAIN FRAME BOL IS --- MAIN FRAr1E 5110ETING ANGLE SA-10 MAIN FRAME A•10„ ,; F y (r'- ' BoLTS(TYP. U.N) - s#IZ>< I° S.D.S. BOLTS ENDWALL �' Jl11Z>< IySDS((�A) 04A) MAIN FRAME �71 RAF I E R I IAI N F vNt-iI I".OLAIIA� P.AFIER RAFTER -- RAF TER MAIN FRAME 1 -x � -- PURLIN - '-O- OVERALL LAP 1 COLUMN ---I �� ES Ar,_t PURLIN PURLIN MAIN FRAME EAV1= S'1TZl�T � - \ COLUMN AME COLUMN • • O : \ N1, F • • • i • • • i s I mm. \ { Q \ - -- —r MAIN FRAME FLAN UE BRACE r RAFTER - FLANGE BkACE , ,1 f” I AS REQUIRED / � j AS REQUIRED — • � • • � (1) 4 0 x ?/: -- z1 (SECTION r11 NU SECTION) S.W. GIRT '-O"OVERALL LAA S-W. GIRT A 32S P�AL1S - \ (SEE FRAMING 12 O' OVERALL I'A' { I I -O' -_ O' MAIN FRAME COLUMNU� - + JI MA FRAM S.W.SwGIR1 S.W. GIRT -y ` - ---- Ir E �_ 3 •1 11 CLIP: FC-111 1 CIIDWALL ENDWALL RAFTER -- COLUMN !rl COLUI-IM ii - - (1 li�a►r �/11. ' P,, 1 s �/i� l tl'/Z'd x 1 4 — ---ti -- U ENDWALL CLIP-. FC.155 -� ; �-- CLIP FC•�153 COLUMN �� 1!`! - 17 tiG 1 ` ,r ,. ► ()r. ( AP I r r' (=) BOLTS REQ'D w/ FLANGE BRACE (8) BOLTS REO'D w/o FLANGE BRACE (8) BOLTS REQ'D (8) BOLTS REO'D !�1 F TO EAVE S TR IJ T Cio'iz. z v I� — — — - — -- - _ ---- - I ENDWALL COLUMN To ENDWALL RAFTER—� -Z F'El�I . UETl�1L _I. 3 PURLIN To ENDWALL C-AFTE2 I I MF TO EAVE STRUT (�K�z C�1>ZTS� PURLIN OVERLAP 6 GIRT OVERLAP GIRT OVERLAP _ - •--- CLIP FC-4 _ - SI DE W L t 6I V T ENDWALL COLUMN II jr'l'�Aoi riCAA%E / � CLIP rC-4 ��--- --- :zr ssssa Fsssr r-=cz-T - FOR01 �� - - - - - ►- - - _ - -_ _ ` CrjUNN FLANGE BRACE • i I • FLANGE BRACE • \�- • • ► AS REQUIRED COLUMN AS FLANGE BRACE MAIN FRAME I AS REQUIRED I �%" AS REQUIRED COLUMN I (SEE FRAt1INC� • I • --- --�"' (SEE FRAMING \_ " ! - ` MAIN 111Ai.1E I%I /4 I' 1 /4 _ SEC1Iow) tJ ,. SECTION) (SECTION) INC COLUMN _ -^ s j CORNER COLUMN - - -616" 7 ENDWALL o I, `/ - CAS /� CLIP' FC•170 o r__ ___ _- _ _- -� - T - 1 ---- ..��.� 1 (fn JoTtpr (N a. be F_t, ) GIR1S -r_ _ ,ft" ith. TrP.) l • , • • o • ---� j I GIRT TO END ALL COLUMN DETAIL (U --�J i • - • f° • I : I `� t t _ � r0 1 1 - - CLIP•FG-143 W' CIRT S.w. GIRI S.W. CIRT 2'-O� OVERALL LAP _ - S.W. GIRT ___1 •.. . ��-- -- _\ ____ I _ " _ __q l._ J 2_-p" OVERALL LAP ^\F �•a I 4_4 2''-r0�z' rp'r S W. G7RT I 7 1 . • I L ' �ti�oUlAt�. GIRT � -- — I ` CLIP: FC-15 (1YP.)GE BRacE 1 �L1P: we. 112 �'�: r ENDWALL GirAT LIP.FC- 54 - GIZA-Z4 r (10 BOLTS REO'D w/ FLANGE 8RJCE (12) BOLTS REQ-0 w/ Fi.ANGE BRACE �(..�- ! (8) BOLTS REO'D w/o FLANGE BRACE (8) BOLTS REO'D w,'o FLANGE BRACE I BOLTS REO'D CORNER r_c�LurlhJ GIRT CETA1L. 1 �!°•_. __ _ C,, (�N 12 +M I GIRT OVERLAP ! GIRT OVERLAP `�. �,1RT DETAIL ,�, JOIST DETAIL 1 ! I INTERMEDIATE BRIDGING PEAK BRIDGII,C " i EAVE BRIDGING ANGLE (AI_-'L2 REF F. A - j•_ _ i -- ------ ---. ANGLE (AL- 23) - t ) ANGLE (AL-20 ) II MAIN FRAME 11 CABLE 0 S/16" �" P IAJW FRgr-IE/reit•I-ALt n COLUMN �-- NUT 11 EYE BOLT " 7 I � GUP� k l02 - _ -' CLIP' PC. 170 . J (IJ5 i f.=.) , j --' ,.A" DIM. 1 w/(9) `-,6 o x 1'•'r CLIP PC•170 HEZZANINE --1 T ~- x/12 x 1' S.D.C. � EYE BOLT " (1yr U.N) A• 3t5 C�oITS I ('f'(P. U.Q) BEAr1- -y""'- (GA) (TYP) , - FLAT WASHER j "B. DiM. 6 7� 9 ! CABLE GRIP --HEZZAIJiNE BEAU �_ _ -- -J _- f J �II TOTAL (-) 17" 18"` 23"`. PEAK PURLIN 1 /--__- HILLSIDE WASHER II -CABLE BACK-UP PLATE----' 11 EAVE ;1RUT ,.�� IN FP EDIATE PURLIN p FAS LABELED ON PURLIN BRIDGING ANCLE (PBA-10) II -FLAT WASHER T M N FRAMING ELEV. AND PLANS) II HILLSIDE I I • • • ' • f I •__ 1- 1 i • -( - - I II WASHER CABLE GRIP • t I ! • I 1 _ EYE BOLT CABLE-� BRACE E`E • I • t BRIDGING ANGLE SECTION 6h : PURLIN _ �c BRACING AT MAIN FRAME 2l - ' I • BRIDGING ; i i -BRIDGING 11 I CROSSOVER CROSSOVER I I I1 MARK MARK- BACK-UP ANGLE � ; � ANGLE II --tdUT I{ 1 I I \ BRIDGING ANGLE 1 ' GLI(' FC- 101 - , I + CABLE II BACK--UP PLATE I (NLS. E F. ) 1+'�-� - •_=�_�� Ih (AS LABELED ON A DIM SEE SHIPPING LIST FOR CAELE LENGGTHIB-CIM ` -�- !I✓ FRAMING ELEV. 11EZZANINE W l(6) 6ia' r . I'-t J ��,t I lOts•( ---------- -----------•-_ MEZZA►•►INE ----__ _ - - --._ __. __. 1 CARIE GRIP ,�� AND PLANS) it JOIg•f -- _--_��-=:�--------___-- I - MEASUREMENT LENGTH FIELD MEA -...--. - - -- -- ' --- ------ ------ ----- � I -------------- i ---- —.- �"'-- --- - - , --- - - - - - - I , - ---� IL MAIN FRAME DIRECTIONAL S f1nBOL POINTS TO THE � 1 1 `--•• Nl.'- x 1" S.D.S. (GA) - I , BRACE EYE II - --�---- (o t_ �-- ----MAIIIQ FRAME , r i { �� EYEBOLT END OF THE CABLE ASSEMBLY, COLUMN i PSA-10 i + PURLIN PURLIN � i 11 SEE FRAMING ELEVATIONS AND PLANS. II IF NO SYMBOL IS SHOWN, THE ENDS OF ---- -- + I I THE CAELE ASSEMBLY ARE INTERCHANGABLE. HE7.ZANINE PEWL - ---__-----_--.-__ _ _ __ _ (8 MEZZANINE PE-(AIL _ I I I PURLIN BRIDGING DETAIL J 27BRACING AT MAIN FRAME 23 CABLE BRACING ASSEMBh�°�t,,•; .•, MELZMlINt: REnr-1 ' � � !! -ENDWALL + !;E�, r COLUMN 11EZZAti11►JE n r1EZUNl1J0151 - - • * I - - • • -- n r1EZZANINE h r-IEZZANIIJE +� i JO15T--- ; I • -- _ _ _LII"'r FC-17r'' f3EAF1 - n BEAR- , ! " (-T-I 1 n - – - - - n EN�J AL NOILS: G E I� f A CLIP FC-170 - 1 • I I • • ,, I • N +� 1) ALL BOLTS TO BE 1/2" 0 x 1- 1/4" _r A ir1 A-307 (U.N.) ' 11 i 1 • • I • L.Llt t c I1��( -� ! fbR-fA.L 2) VIEWS ARE FROM OUTSIDE OF • • I • • I _ CL IP FC-170 -- ' l•LIs.� r`.S) CTti' ? Cot.UHN BUILDING (U.N.) { ! __ ' ' �--�-_ _ - __ � _ _ _� - --r- -- -_-_•-=_ s___ _-,_ , _--� i I, __ —�r_ __-_ ---,_-- ---- ;__ .i • • 3) ALL DIMENSIONS ARE t. 4) ® MATCH SHOP MARK. CLI P• FC-101 ' ILCLIP FC- 1611 -_ --�+ Ir r+ Ir,•t � q _ r CLIP FC-16'i (N,S 11: F5.) 1 (NLS d F.S.) (NLS. b F.5) (!1 s ,i r5 IAEt.LANI+Jt~ l hH - W1(8) 6/8, 0 x Iv='' 1 �VCI:ALL ��I n JOIST CLIPS FC•17U - 1 In'/t " r � SUNt•!I1F:C! r'I.?F:F'OF:f�l !1j1`! 1 , EA1ZjAIJI►JE �'„�, ,, frnu►1N Royer r a.C. QIJILDERS Pralm ?q!_D.,5/Rr't_ d , t Cust, 1 PIPHAM INPIISIRIAL PARK _09-13-vE_ Pesrr, 45 Y, 100 X 23 3!12 Ched, 1!yI__-- - __ Site, r HOAPDr DR _-__--____ Grele i Kane MEZZAIJIIJE BEAM Ta EQ CoLUH11J + r�1ELZ,ANINE -Jol�rf To EW GoLUr1N �_c____.____ . —_--- - ----------- - �cl r,�. ; C15?29 GREET N4, tJt �r �5 JolS'( (o t3EAr1 �� J(21c, 'fD _EAt 1 7 _Urn I.) T'� Ir11`,77� �JI►JE �I�1 � >t EzZ AIJINE J0151 'f0 F'OR'(AL COll)h1N _ B1)P 96-0644 8192 SW Dt1RIIAM RD 26 OF 27 If this notice appears clearer Than the JUN 0 1 2000 docunlertl, the docLlnlent is (4 111,11-011,11 quality• 11111'T111li111C1i ,�: � { ; Iflf1•I.{l{{ f� l}iijlr{► if i {{fll{ I�{il i' .i flli'If '{'{!{' I�j; lll�i{I(lil .i{I�! l{f{ .I I �i!i 'i{ illi :{I i(ijl Iii{i {i{i 1� !i f{f� lil{i I�ifl;f I !!I{I I�I�iiill�illilll{I•III r INCH MADE IH C111NA t �-- f6 F1� I. ! I I !}) II 111 1 !! IIII i I IN. ii,:ii 11� I I ii , I'n i Irl II Iii I ii f I Ilnnl " 111 , 11 III I nl II 11 u r Irl„!) nn 11 In I , .aaY � IIII IIII{II lfl II. .I ,f�, , .Il {IIII}�-,II{!!. . III� III II,l..„! I,.,...EIIl.. !,! !II•..l,LI. tl,I...},.i,..ill!!!!!!i.11l+!��t!{!IIII!illtl!I!I!..h111u!!!!.!II!I!!!l,ill!i!t!!i111.l1!!I�ililllhl{i;�llfll I I� lr �! III{„•! ! I �. 11111111 { ll, , I I f Ir::i, „ n,..• , n,l , .I, ,nl nr,n, 11„ I I , , I i 1., I � H" .� 1/4� -- 8 C DOOR .JAMB 6'�t Z GIB( --_ 3" 11�* -.y.-- �'L ' �GZ GI¢T °jII?T ` -- - GIRT L �l /060Z HEACETt -WINOOW H 84 EADER - ---J 1� 1 HEADER 1 H C DOOR JAMB - FII!.[) Loc DTE ' G1RT T I I I •+� AM) DRILL 5 . 2 - J -- I+v,F� A7 RLn,�IKID I � SUB JAMB 2" ice`.. �`�- DOOR JAMB to L 612 Z GIRT m co a Ca 2 m "' — t DOOR HEADER - , d SUB JAMB To GIRT /� - - GIR1 TO DOOR JAMB 15 DOOR JAMB TO GIRT Ito DOOR HEADER TO DOOR JAMB--�1� -- --- m Ja Cai2T d , C�1R1 3 - -- ---- __L - 7 r n 11 bi OI z 0 WALYIi�1Cl�P JAMfi - , 3 . G2. - CL DOOR JAMB Q D G Z ERPA"ED AMC MOR CA o OR E40AL f' f�' r_ fn GIRT i v o `I WINDOW SLLL -- DOOR FRAME a a - .a r 3 / a - O a (2) 1�" 0 A307 _ / 5 3 t� 10 ANCHOR BOLTS �- v� `C vao�BILE __z__ G t , `v —_ L 18 _J ♦, � FINI5I4 FLOOR carZT i,IRT WALL LINE ] ~J C `HALL LINE I/z FiNISH FLOOR -- f _ 1`�* DOOR OPENING 1�4 DOO P- LEFT RICH T --•-•► I - - ----- O PE W I N G --T 10 GrRT ) Coop- JAr1d ra GIRT Z wiNDoW JAMB TO GIRT 3 WALICDOOR JAMB LASE DETAIL 5 DOOR JAMB TO GIRT 14 DOOR JAMB BASE DETAIL 2' 3' 1%z" f G-i Z GIRT -,, I 1/4y ` IIAIkOOOR JAMS CLIP: FC-I41(A.t,) FC 168•0 H) -- — . FIELD LOCATE . -��--�-T-_'_-�_-s-!--�"----"---'_✓ ,� '] � FIELD CUT GI RT TO LENGIH. HCLES AS ♦ FIELD LOCATEAND DRILL '/140 L �� IAND DRILL / -�� 0 --- --T_ 1 HOLES. ---- �� W N I I I GIRT - Ia + [ LAW HEADER 111 I -- SILL -J I WIN06W SAME Cit] nnf? litNnfR 2� y 2 FIELD LOATE i I L R 1 I AND DRILL 1/1. 'D i I , NI l Lyl. JAMB II I HOLES AS 2E(OUIRE0 - I1 DOWJAr115 6/2 Z GIRT 1_�1 I ^ I 1A I WINDOW JAMB TO GIRT JAMB TO GIRT -I GIRT TO WALKDc:DR JANB 18 SILL TO JAMB 19 21 ZZ z`i 1 9C JA,MB -- 2" 4" 2" SUB JAMB LOne FRAME FIELD LOIJ4T E AND DRILL Yea"Ql HOLES = U-AS QEGUIIeED 000Z JA 1E.k NTTWHE5 TO JAMB USING 012 x I ' s DS. (c;nl a[ FRon INSICE 61,2 Z GIRT OF JAMB OR FIELD WELD I \ !C EA!F ED6E WITH A '/&" a 2• ' CLIP- FC- Is,e(o.lf.}-� IY 1 4" It— --moi f-•� �1 �-� I I JAMB TO GIRT 10 <EFEIZ NCE P02 (DCOQ FFN, E 1 I1 12 '�� 5 2h Zl Z8 I l — I I f i i I I I I 4 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 x 1 --114" A307 (U.N.) 2) VIEWS ARE FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE f. I , LEGEND I v C- MAIN FRAMEv COLUMN FC- FRAMING CLIP CENTER LINE - RB- MAIN FRAME RAFTER CL- SPECIAL CLIP N.A. NOT APPLICABLE CC- CORNER COLUMN RC- RIDGE CAP F.S. FAR SIDE 1 EC- ENDS'/ALL COLUMN RS- ROOF SHEET N.S. NEAR SIDE : ER-- ENDWALL RAFTER SW- SIDEWALL N.B.S. NOT BY SUNWARD DJ-- DOOR JAMB EW- ENDWALL O.C. ON CENTER , DH- DOOR HEADER FTC- FRAMING CLOSURE I STEEL LINE , G- GIRT T- TRIM O.H. OPPOSITE HAND j cOTED P- PURLIN TR- SPECIAL TRIM TYPICAL ES- EAVE STRUT U.N.U N. UNLESS CABLE SI7_ES It RCB-- ROOF CABLE BRACING ^ NONE ■ 5/16" 0 ❑ 3/8" 0 ❑ 1/2" 0 SCB- SIDEWALL CABLE BRACING O NONE O 5/16' 0 ❑ 3/8: 0 El1/2" m f ECB- ENDWALL CABLE BRACING ■ NONE O 5/16 0 O 3/8" 0 ❑ 1/2" 0 NOMENCLATURE [, BA--10 - BASE SHEETING ANGLE: 1" x t' x 18 CA.. CALV. - f'BA-10 PURLIN BRIOr'ING ANGLE; -- -_—_ I" x I* x 16 GA., CALV. SA-10 - SHEETING ANGLE: 2-7/18' x 5-11/18' x 18 GA., CALV. SUNI!CtRLti (:'ORPC]RATIIDN FB-__ - FLANGE BRACE: Buyer l B.C. BUILDERS Dram 1--1/2' . 1-1/2' 1/8' ANGLE CUst. ! DIIRHAII INDUSTRIAL PARK _09-13-96- I F9 _.Y - FLANGE BRACE; Descr, 1 45 X 100 X 23 3112 Check. Byt__________ 2-1/2- x 2-1/2' 3/16' ANGLE i Site. I IIGARDr OR I Scale I None P.O, , GI5129 SHEET NO. G2 OF 2 BUP 96-0644 8192 SW WRIIAM Rl) 27()1:27 �r If this notice .I!!!tears cicarl•1• tlr:Ifl.1 Ole J U N 0 2 2000 > d Foment, file docnnlcnl iS of 111n1•1;in;ll qu;Il . -1 I 1 I'lll � ; � i ` I ISI i' I�Ijl� l IICjj `�_(�Ijll4 11tH 1111 � j ''I ;II ; 111, 1 I. !�l I i. II (' MADE INI,� I I�II4; 11c11 illi (llijij! ilijIililiil1 ; 1 I Ijliljilj11 f411 t IIlI�Illjl� l Ij1 ,11111lIII ;,, ,. I. 1 , T �1 3i 9 n 00 II ul t 1111 ill I I. u•..I I 1 1 I.. I 111- I;f. , (11111111�11,.11!!I ,111111 1111„IIIllll.,, illl,l. .,! Il., ! llll!!Il1�1114 1i111lllllillllllllt111.11,1, ! I..1... ......I I. ., Ili 1 .I .,I+ I 11,. 1 ,1..+, 4 :, .I.. . . +,,..t. ...t . „ I,. I. 1, . ,Il.I. 11. tllli,.,11.•.,11n..Ii111u.,.,..11...,I,i111,., „llll„1I,di lutltfli, !.Ifi 111 II I jl III !!. ISIf 141 ! IIII !