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8250 SW HUNZIKER ROAD-7 GENERAL NOTES CEE AND ZEE SECTION PROPERTIES 1 . MATERIALS SPECIFICATION ASTM DESIGNATION YIEL 0 STRENGTH Z JOB NUMBER: � � -- q' 32 STRUCTURAL STEEL PLATE A--36 MOD FY = 50 KSI d� COLD-FORMED LIGHT GAGE SHAPES A-446 FY = 55 KSI (GRADE D) BRACE RODS A--36 FY = 36 KSI BUILDER: C EI.U�"R E4 Co WSTRuc'7 I o� HOT-ROLLED MILL SHAPES A-36 FY = 45 KSl �' -� ROOF AND WALL SHEETING A-446 FY = 80 KSI (GRADE E) t r CUSTOMER: VJA REI- ROUSE BOLTS TYP A-325N t o t D ' 1/22" 0 BOLTS GRADE 5 LOCATION: �rl c-� �o o Ro�.l ANCHOR BOLTS A-36 FY = 36 KSI � � /R R 2. PRIMARY STRUCTURAL PARDESCRIPTION: (,op p x IS EA.vE. �-�---I �.--8--� 32� �t�O R c�o� d N r.�c • iZ PRIMER: RED OXIDE OR ENAMEL: GREEN/131 .UE Size is W9 t. Effective Sx Ax 'x_x LOADING INFORMATION 4F n 3. SECONDARY STRJCTURAL COATING t d R Are° Per F=20 F=30 LIVE LOAD: Z`� PSF DEAD LOAD: 2 PSF + �tM. 1�/r. W ` D B Foot ksi ksi Ix SX w z a FORMED FROM GALVANIZED PRODUCTS (G60) ? , , ; , WIND LOAD: 50 MPH EXPOSURE C. F' w In. In. In. In. . In. in. Lb. In. In. Ire. In. 4. BUILDER/CONTRACTOR RESPONSIBILITIES - >_ LO 10 3.50 .105 0.90 3/16 41 .89 MECH LOAD: 3' FSF SNOW LOAD: PSF PACIFIC BUILDING SYSTEMS STANDARD PRODUCTS CATIONS APPLY. UNLESS STIPULATED /16.57 5.70 5.70 28.5 5.70 (D � Z OTHERWISE IN THE CONTRACT DOCUMENTS, PACIFIC BUILDING SYSTEMS DESIGN, FABRICATION. .075 0.70 3/32 1 .34 4.67 4.00 3.78 20.5 4.10 BLDG. CODE: 1988 UBC z ; 0 QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. $,0 3.00 . 105 0.80 3/16 1 .55 5.40 3.78 3.78 1 .5.1 3.78 ��' ui o / SEISMIC ZONE: Z. :D � IN CASE OF DISCREPANCIES BETWEEN PACIFIC BUILDING SYSTEMS STRUCTURAL PLANS AND PLANS .075 0.70 3/32 1 . 12 3.89 2.76 2.67 11 .0 2.76 B � FOR OTHER TRADES, THE PACIFIC BUILDING SYSTEMS PLANS SPALL GOVERN. .060 0.60 3/32 0.8851 3,.08 2.11 1 .99 8.79 2.20 m � IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND () � o NECESSARY PERMITS FROM aw, COUNTY, STATE, OR FEDERAL AQENCIES, AS REQUIRED. 6.0 2.50 .060 0.60 3/32 0.705 2.46 1 .34 1 -28 4.01 1 .34 APPROVAL OF PACIFIC BUILDING SYSTEMS DRAWINGS CONSTITUTES THE BUILDER/CONTRACTOR'S ROOF SHEETING WA L SHEETING a ACCEPTANCE OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL .(3 TYPE: CDM S1. GRAt�C COMM . 6-7RAt>L PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER/ a CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE CASCADE R i B SECTION PROPERTIES COLOR: e_"Ict, Or- '5T D, C mol cE. � STD , Z' PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY HE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE, FINISH: o AS LONG AS PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPLIES WITH THE PA I W TED PA�I WTED N PURCHASE ORDER. 36" Coverage GALE: Z!o ?Co THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION 12" 1",� ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY PACIFIC BUILDING } FASTENER: 6 nD, a SYSTEMS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS 3/4 i t STfl� 0 0 SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART - ti ' W z OF THE PURCHASE ORDER, PACIFIC BUILDING SYSTEMS ASSUMPTIONS WILL GOVERN. - �f RATING: �o ' 1 3/ -tom- 3 5/1 1O =�' o o THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS N L3 5/12 � � a W z_ SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. W o �N SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS 4" 4" 4" r ROOF INSULATION WALL INSULATION �o �� BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING; SYS OR ITS - - N W ? DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CON- TYPE. y m aW STRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM a W W9 X FURNISHED BY PACIFIC BUILDING SYSTEMS, IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE G Ij ORDER. FACING: 141TCVNN�L Ij R z�L WiTE.�► � lYL 5}� THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL a 3 , 0 o �-- BUILDING COMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS "FOR CONSTRUCTION" PANEL THK. WT. Ix In. Sxln. Ix In. Sxln. WIDTH. y-- p STA RTEKA C Crfpj 3�_ P Lu in DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE GAGE IN. PSF , o 0: Posi�ive Bending Negative Bending RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 26 Steel .0198 0.96 .0423 .0408 0383 .0434 THICKNESS: � '' Z�°W o JzzI- 5. A--325 BOLT TIGHTENING REQUIREMENTS L .Z W>- z V; _.._ ACCESSORIES �Ww ALL HIGH-STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. I Coe w . . . STRUCTURAL BOLTS SHALL BE TIGHTENED BY TURN-OF-NUT METHOD IN ACG 'RDANCE WITH THE f` o SEE ACCESSORY LISTINGS ON ATTACHED o��z�o NINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS" PER SECTION SUPER SPAN SECTION PROPERTIES ELEVATIONS AND PLAN DRAWINGS. "';-i} 58. A325 BOLTS MAY BE INSTALLED WITHOUT WASHER WHEN TIGHTENED BY TURN-OF-NUT METHOD. IT IS 'T W W� R IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTI DESS. �j / C.. 0 0 o W sBOLTED ALL CONNECTIONS, UNLESS NOTED, ARE DESIGNED AS BEARING--TYPE CONNECTIONS WITH BOLT 36" Coverage - THREADS NOT EXCLUDED FROM THE SHEAR PLANE. (INSPECTION NOT REQUIRED PER UBC SEC, 306 A 6.2) CITE' OF TJOA D .-._ -I F1 1/4aiticntier Appv01 w �-- For only the - it i r dIM 'Fi1/' ........... , w w � •� ' r . Q ... , ........... 77,07-, �• A PANEL THK. WT. Ix In.' Sxin. Ix In.' Sx1n' -�- GAGE IN. 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IN DETAILS " B" THRU "G" O O N 0 If 0 X 60N > O L 3/16" X 4- X 'I 1" X 4` LUNG THREADED OD N PLATE 3/16-X 1 1/7 X 3" PLATE 3/16" X 1 1/7 X 1 1/7 (2) 9/16" Q H 03 Y z O z l(1) 9/16' .0 H (1) 9/16` .0 H 1/7 X O' THREADED 1/�- -- 1/7 ¢ X 6" a w 0 m R00 EACH END THREADED ROD p V O THREADED ROD L 1`X1"X1/8' h -�" oo 1/r Id X 17 ,� rn 1/ / THREADED RODin 40 al n 4q*_ W LLJ7 Q CL 2-4 r r r VARIES , a ' � 5 o c asz z � o FIRST GIRT FROM BASE m� r- wz W m U � a EAVE DETAIL @ ROOF A MID DETAIL ® ROOF B RIDGE DETAIL C E DETAIL WN LEAN—TO D EAVE DETAIL @ WALL E �- � MID DETAIL ® V�ALL F DETAIL ® EN DWAI_L — Y C 1 Z' SLOTS —BRACE GRIP & CABLE N= a � f z i i 10 � 8 it RAFTER C'� N - -— SEMI-SPHERICAL WASHERLX II I EYE-BOLT c o p BRACE-EYE--- W.P. RIDGE W.P. II - m(3 I T_ ri I 100% EYE BOLT II NOTE: -� W SEMI-SPHERICAL WASHER EYE BOLT 2 1 2" ND ? jE c ts N CE-EYE SEMI-SPHERICAL WASHER 2 SLOT REG? D ® U N°0 2 z BRACE GRIP & CABLE BRACE IP do CABLE BRACE GRIP do CABLE DBL. BRACING ONLY � --�� BRACE GRIP do CABLE m � COLUMNS � =A L U Zoe U - 9 a:�38 n `0�7 L 5} 0 � � cl I� CABLE CONN. ® RIDGE = H INTERM. CABL CONN. © FSA TER I EAVE CABLE CONN. ® R m i�� � AFTER J HAUNCH CABLE CONN. K CABLE CONN. @ BASE L BRACING SLOT LOCATION M �, rl1�o FL.AtJ �jRAC� er0 w I� x `3�4 x �3�'' Zza SIMPLE SPAN GIRT ( 18 ,► f VARIES VARIES Z ' ?� (2) 1/2- 0 X 1" BOLTS �' k '�Z - c) y z H o w w GRADE 5 EACH END �-iRRs>� 59 ���M 1 3/4 1 3/4 3 16 1 1�- 1 1/2 0 8w} A'NcH�• �a�T CMuT • r.Y mg i . 3/16" GIRT CLIP V./A LA. �Y e m err X R o "g I \ o 0 0 0 ° I O O 0 O I • I • H p o 0 I G ' J 12 OR LESS 0 12 Z o n o I F�1.AN /8"B X lE 3/4" X 1 3/4" -` � N_ I a 12 (1) 1 2" Or X 1 11/2" �� 713 SEE PURLlN FLANGE BRACE 12 OR LESS GRADE 5 ® BEAM e.• (4) No. 12-14 X 1- TEK ' - 3/16" 'r'URLIN CLIP SCREWS 0 PURUN 12 b (6) 1/2" 0 X 1" GRADE 5 • . ( SEE FURLI '" ts• .,, I 12 OR LESS N FLANGE, BRACE g C M U Z.L z in 0 STD. 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OE 6Z BZ LZ 9Z 92 *Z EZ ZZ iZ OZ 6t - QI LI 91 SI bl EI ZI 11 01 6 9 �~ L--- 9 _ S b E z 1 .r�-�'� ►�!1 Illl�tttl Itlt�Itlt�tttt�111t�itlt�111M1111�1�'I1�1#�1til��aff�#1i��ti�lllrt�wttll1�11Nt111111�1�1itrII111�It11ItIIJilt:+ 111�JJ1,�11I1�11111111I�Iili�I111�IIIIIiIII�NII�III11111t�IIIIII11111111�LU���ulill111�llllltlll�llll�lllll I I IDECEMBE �ww-w-v,� ]k 23 991 . 111119l911�1�11�1>�l�111�l1 �1111�1l�1�111� _ �.•.. .. : .. -e+in�•, :istl.+M+14Mlw•I.M..'9w.'•%.I.M!rywv. •x n. • 1.10830 I ur r•- -7r- -�_ �sw fat ; of r `/ y DED -- . DATA z oiJ JI L t4ll I z bti .tx 8 Comprehensive Plan Designation. Light Industrial _T_ I 11awSw N < HN • ' rITN/l jr ;1 'CAA/d" ��,, ,Q Zoning Designation: I-L m .,� '=, Lot Size' 59,318 S.F. (1 .36 acre) ��' " { A 4 •� � , PFAFrl `�` ,� , ,• - j / FN�7 S/B•%H. O Max Lot Coverage 85% 50,420 S.F. SW \\ # RNy4`t , " (K• v � sw�yl I 4 ' 6 OO - a? ce� Actual Lot Coverage 84.6% 50,193 S.F. `- a *� 1 a , „InH '- �'FNo sfYs-�A �qqe f�' PARCEL I /or17 1 Landscaping Reqd. 15% - 8,898 S.F. � \ '\\.� y :' ry w c�.. .\`� S sw S. P1,sag !/ o h�.� +`��_, { , . , / ��� �. •:1.” ss; �� 'L01, w. T « H I, " I at to, .� / / a.so Ac. i A9 �' Actual Landscaping 15.4J/° - 9,125 S.F. QP ,•n `L �a `+ 2�0 0 , Mf„ -- ..J 9,� �° ��_� oy0� / �b �o�'Q\e'�a Building Area :CENTREX CONSTRUCTION I h ° s ��I I - --- .� ,:1� oa ' 'C 00 +� Storage - 5,400 S.F. 1 � arY I - o. / 9 c✓w . T ( aw c�fsrv,w 1 ,F cr a' 01� 53 Ie PARCEL 2 B o ' � Office - 1,587S.F. C l 1 Q ,.�H�R .t'Y � ^` 3' ", -_ . y>' I 5=r<�a�ag_�z. „ U M . ,,.• r '' I /s zso sF / Q� �� 6,987 S.F. Total 1 t t r CJ'. ( k w fIH I C~j , ' 1' ri a . FNO 6/B`1 R 5 rI/t ` ' \ aw vR t" MaNr alRmrti• �,., 0.96,4C I _ . y % " i � ,` ,..Y.4�i .P ,.f, 1 ..r N .. .. .. ... V4�� ... �.._..<,.y..., v-"� \�._ ,4 '� +• � itf'P'q('.l:•.jy./N1�9 UIa T.". .0 ,46 B f F v T `l Sr '.. '' -J Parking reqd. 1 space/1,000 S.F gross floor area = 7 spaces ar '"��� A�r{�,Rc j ild> , �c^ { _, cNo.r/B•i 9 I so'Ersc/Acn> /bi �a .vy p G f5 t \ �,. -`s GREYYRQP_ L m x Sl s-ww vY, e - N'/'L.S B09•C�1P gG1e/i/n19e/yL'wS -S,JEB9n/.rd'SeSifetS/AOn�d (� Actual parking Provided 13 spaces (1) handicap Jr. _T - t t vliri>y taserncn> i 'v ti 0^ as wooQ�Y < <t •t i ' 1 aw H h'�gx .,. .. -I, _ SZ •.a �/ C 5 \ ( .\\ >. 1 All parking spaces standard size. < ; QSLN?aLN�JE1lt_ + q per, 11 NEW VbW , x % sw aRnNa I :. I I i r CM Wmo'u._�. n Fiv1J S/B�/-.P 3 7 669 S.,r Occupancy Group'. B2 H r� esti ' MaE•t�=���' c, 1I? V`� ...�. r�� , , � IS;%•t.s •C4P � a 96 AC. - x INCBHO K ST bw IT 1� a = r ` "' W NVRM• i I Construction Type: VN �< ,r,, T , b y NEtiO�C iM.1�T�v1 � IN lA " 9 } , a,p J H 1 n• r'� '.•.v O ._ .y FNO 3'/B'/.R. DAVO t <<� Basic Area = 8,000 S.F. ' PA�wr,.I ` - u r ,,u " JN " yd,�,, 7. � L E6EA/D Yards over 20' on 3 sides = 10' x 2.5% = 25% or 2,000 S.F. aw ', sw KApLE St / 'po. .S/B /.PON RO4.S FOUND A. VOTfO ' tr K.;_If 9P Allowable building area - 10 000 S.F. R ,.W,WNtJ40 GA 1 J' QQ SW K lH V \1 c s• u sN / �• r Q. KI , i - - �. dI MAURUNa i/ �` e• „ l w Co�� i S/B' 30 /UPON.POO SET /V VELLOK' f'LAS7/e t .. a 1 •[A / w { sf x O / +I' G1P MARRED C7yi+ZSE ✓ONESf/4SSOC. r;`� �S sirs t a �I•z`s"v/ DURHAM qW MA II f I Ca'L1 ��. 1 ; . •l' 8 a 09 CITY OF TIGARD a . T�. .. - •�_ 1 .!:{.... ttGARL _ q� r.v a r ..I' ■ //qI, ' ......,......•.. 5 Approved .. .... .... ................................( J: VICINITY 1111 A P worE Conditionally Appravc�l _........ ._..._ For only ti'h ', w r rWCR1_ARE NO NAr/ON.4L GF.QOETIC SUiP!/EY PERMIT 15OUNbAR'rSU��/�'r /' i`>ONU/'1E1'TS iY/T1Y/N OA�E-//rOLf N/LE OF See IBtt£f t0: ��, — Mtic^.ch.... .. ..... .. .... ........ . ..... ........ .t I' Job Add ,�` Cj2,�E'� z � aJ F,a►Ir! _,n ��T, I` By: �. iy'_p1{ 1,01 r � I► �--- 6L-E- ro l T� FPL. p F PLAN �-C � Ui-U �1+OI , w a FDR PARGL-L 1 ''-ITf� ' ` ►'� , '� q 011 l ci -o° q -e q o 1 I-4c 1-41 1 V Z Fl-A 1"rIrJ(� vicz,14— " " aj� F IJ, �.•r 1. 4 114 6U1`•I`. GIJRibC>I`�) f I "•IAI„� I'�•�UNG '�7 !� *f'II�F rjOlJhi� i ' J10211 I. T-T F (c I' C,�-, �;+ '1 �,.�x•, 12 ,�. 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THIS NOTICE, IT IS DUE TO Tit QUALITY OF THE ORIGINAL DRAW I NG. - -- --- OE 6Z 62 [Z 9Z SZ tZ c ZZ (Z OZ 61 81 LI !11 til til EI ZI II 01 6 0 L 9 S to E Z 11111 111 III IIIIIIIuluu�luL�llu�nullNl�nl1�111��� llnlunlnulrinlnulu1111w1IWull�llullllllllullllllllilllwlnH : DECEMBER 2 ,3 1991 • 1-1 - PAPS r1 ��� -rP-a -t-�_ii .!4-IMya►�-11 5 r- pp-kISIr1. �,,rT, (ivaFIN� N b N 4.. - „L1 .9 �-T - - �..._.-.• h -�^._.. -- - _ s;/9'' ,NR 1;L- rwo' P I-��D, e -T n J �_� f -- 4p - VAF-I L��✓ I I x4 G�P- � top o � � ` _�� _ j � ..�._ _ _' --' .�-� E � / ��-P�tL T 4 r -7 � n PRFs -Er4cv1 � irV E _ 4)v i i r,L,I ..• Vp, LA i-r'/ F M W�rJ`�'_ 1 NT!�.., , .� i'" t V { II '� ; GUTTER �4*v-l,L-r2e, !-" 1 �, v iPI.I'( 1CG•� GMU rl"1FIIJ. �i,P'�, �.!UIIJt� _ I I� ' �f�l Q • Q C . G. 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I � I ,i 1�.._i `•:;"�I,)`, I I t I 1 I I ' I _.. , -fill I I 1 I III , PI 1 I I I III I ( III I I III 1 1 11� I I II 1 111 1 Iv111 1 1 1111 rll III ii�llll 11) 111 1111111 11 I 1 1 III 1 Ilr 1 I 1 ►1i 1 f 1 111 Ilt I!t 111 I!1 rtl i NOTE: IF THIS MICROFILMED �''""""' 2 'r �' ` 5 7 •' 8 8 (0 t 1 12 OR!^WING IS LESS CLEAR THAN THIS 40TICF, IT IS DUE TO • « IHE QUAI-ITY OF THE ORIGINAL d f DRAWING. OE 8Z 8Z tZ 9Z SZ bZ EZ ZZ I? OZ 13f 181 11 91 SI b EI ZI 11 01 6 9 t 9 S b c Z �., l II i �r-•-I I-- ""r .. - 1llllnllllllllullllullrull�;llln1II111�luIIIM�l67�11l,Itlll1,t11�1M1tgtWulFlI►IMIF�III�rt!IINI�IMtIr111II111�1111�,11�111{IIIII�rJ11 111111111111111111111111111u1ntl�nnlutlhtltltu11t111��u11I11uI1i11111i1�Ituhrtl,t1111H8111WtI111t111WItI11Ju1tl,Nlt�il�lhlf+ ` ' �� � CEMBE � - 1991 2 � �r.P11•' Rig .., -.. F i ' r - � tr +'r , N s } 2 3 4 5 P-6 - i -i SOOTING BCNED E 7 FOOTING RE IWORCM NOTES tom -8` --___ 3'-4'x 2 -4'x 12' THICK UNIRlEINFORCED �'_9?1'-m' 3ra'-m' -- gym -�1 — Im'-b' 2fD,-m' 2' D'x 2' ®'x 2' T OO\O I HI GK UN1� NPOIlCED '�M L2S-I 4'-a"x 4'-Ird'x Ib' THICK (4)-•4 EA. WAY 4z ------ -- -- - ------- -- ----- - - -- -- -- --- -- -- -- --------- - - --- ------------------------------------- --__- ------- IGN601LPRESSURE• - 0zZ -- ----- - ----J �- - - DE8 O- - ------ ---- ------------ - �- - --- - - � - -- ----- ------ -- ------- -------_ ___---- ---- - -�------ -- - -- ------ --------- JI3 - - --------.___------ J J_ _________ --___-•-i 8EE 601L8 INVL6TIGATION Bl' zrI jO tY 3i 3' GONG. 6LA15 W/ •3 AT 32' OG.' OVER 2'�S:AND AND VAPOR BARRIER � i B > � �HAa. IRPIN ('T- i OVER 6 MIN. COMPACTED GRAVELn(TYPICAL) - WRAPTIGHT AROUND A.B.Slat 1 c� -_ __2' T __ - _ _ , ' 1 STOP PWIW40MMfi O'-S' 2 1 6_ i ' CLEAR OF JOINT I/e' x 11/2' PLASTIC STRIP SET -I __ _._ _-_- _ __�._.__.- -_ .__ -_ _ _ _-�_ -_I , t� WITH GUIDL° OR SAW GUT. CD oI b Id 1 � ti ' 1 b' GONG. SLAB W1 04 AT 32' O.G. EA WAY OVER , , J VAPOR BARRIER OVER b' MIN. COMPACTED GRAVEL � ; � ; .� r ----- ---- ' i �\ ` L -------_----- ______ •---- J L_-- ------_. _-____-----J i SAIINJOINTS& JOINT DEPTH ATV5OF6LABDEPTH. tSAWIWa I I � _ 3 ,- , •' 1 � To OCCUR A6 600N .46 CONCRETE CAN CE 6-h 1 1 i I �� i i-, r ------ � i _ ' !"- ---- ----- -------I , r___J bALLN WITHOUT 81�ALLMCs L---------- ------j WT CXINTPM JOW MJ.) 01 1 - , 3/4'x 1 1/2' KE `� O r 1 2 _--_ L __- _ - v_�. _ _ _____ ----_-.__ ___.- _ _ I/�' RADIUS T DGE - — -- Y TOP i J L i 6-1 1 IN MA SLOPE CJ i ' SIM ` RECESS FOR EN'T'RY � � JOINT AT MID 6LA15 DEPTH A TYPICAL r - -T- _ - _ ,�_ ..._� _... - --i ' S-1 MAT - SEE ARCH. S-1 CONTROL JOINT (CJ) 6-1 SLOPE SLOPE i ' 9-I �Q �L jow (vj.) 1 1 t 1 (r q N S / - ALL CON6*1lJCTIONI JOINTS TO BE COLD CONTROL JOINT6 8•I ' I ' ' i NipTEbr -6!E PLA 46 AND 6MCIMICATIONI6 FOR TYPE AND LOCATION 1 L �� I � �\ /� � � /� � I � ; OF JOINT. s J (] j O ; A TYPICAL. CONTROL. JOINTS � - ----------------------------- -' -- -- ------------ ------------ ------ L -------------- --------- - ---- --- --------- -- ----- ----- ' GJ' , JfFDN-b I' • I'-0' 1 ----•------ ----- -- ------------ -- - ------ ------------------------ -- - - 1 ,METAL 81D1NG MY OTF•Rb 3 IR' DIA. A.B. AT 40' O:G. Q -'EDGE A IDLE AT OVERHEAD DOORSum -- COLUMN BASE AND FOOTING 1 TOOLED PANEL EDGE f/STEP EXTERIOR GRADE V4' w TYPICAL MASONRY REINFORC`NG r�` ��I ' AT MAN DOORS UNLESS OTHERWISE NOTED: SEE ADD'L INFORMATION -�J ' 'LOVE SLAB m'-I' IN I'-P)' O 45 AT 46' ON CENTER VERTICAL IN i • AT OVERHEAD DOORS cc CsROIJTED CELL. 2- ei4 AT 48' ON S-I ' • • CENTER HORIZONTAL IN BOND BEAM • • • 'C' GIRT BY OLDG.MFR. i i b' GONG. BLAB W /DOWELS TO MATCH VERTICAL � ..-T (REINFORCING IN WALL. LAP 30d• AB. LAYOUT PER BLDG. MFR % HAIRPIN � CM WALL / f � rc 1!T AT SIM.i / BEND PANEL REINFORCING INTO ri n S_I I / oe' SLAB 2'-0' OVER 04 '. r 41 l3)-03 TIES AT 3' O.G. \ e (2)-04 COW. cq IF - -� d 00 V (2)-04 CONT. , �i I iii / ` • /FOOTING SIZE AND REINFORCING , I i� • , , i IF \ / SHOWN AT FOUNIDATION PLAN \ —I 3' CLR ------- \ � � �• • li tl d b \� �,•�».I-t','�aL a�'ti �('"'l�hl CMU WALL — • / I•~ O 3' CLR 4 CMU / GIRT CONNECTION � SLAS AT DOLOR IMs I'-4` ♦ • (Z' HAIRPIN i� W (OMIT AT SIM) 9 � CJ_ , 10@9181-4 1 1/2' 1'-0' (�`1 IONT"►/61-5 I' I'-D' � 4 A�� /� pp p H 1 SLA15 AT WALL 2 r-OOTING SECTION AT PIER 3 PLAN AT T- 11�i� _______ (�E ARCH) ®'-�' � 0 (�- IfdtZB/SI•I 1' • I'-0' �' - 1 1005/61-2 1' ■ 1'-m' (J` I' I'-ta' Q iL •./ CJ aG COLUMN AND FOOTING �/W MEMBRANE AND W V PROTECTION BD.,11 FOR ADD'L INFORMATION LY; • • • • SEL �» Z 1 «z /2K WALL - SEE ARCH 2), WALL - SEE ARCH S-I w - 4' OFFICE SLAB - SEE PLAN 15�ROOFING FELT b' CONC. BLAB_--\ ISO ROOFING FELT FILTER FABRIC A DLM �RE��SS FOR ENTRY � MAT SEE ARCH / \ b' CONC. SLAB GRAVEL 4' CONIC'. SLAB 4' CONr:. SLAB\ \ 4' GONG. SLAB\ _� 1 � SLOPE 1/4' PER I'-0' / \ ( \ / , 1 0 • 9 I '°:Q �P•: �:" nr ay. ck VAPOR BARRIER -GRADE A d' RIGID INSULATION r < < 1 0 9 ------ --__ — -- • - -LINE of FOOTING z R - BEYOND (2)-�4 CONT. :�:a:. (2)-04 CONT. `� o 04 CONTINUOUS 'i 04 CONTINUOUS `^� �t 04 TOP AND BOTTOM TOP AND BOTTOM#4 CONTINUOUS - 0'-8' TOP AND BOTTOM 3' CLR I -_ I T - • 1 _0 I 3 CLR _ I 4 PEPP. Iib. DRAIN PIPE MIN SECTION AT WEST ENTRY I FOOTING AT I~3LOG. CHANGE 8 FOOTINs AT COLUMN AT SLOG. CHC. 9 SECTION AT PLANTER 1(d SECTIC*4 AT CK; 5LDa 1®?n/81-b I' • 1'-0' 81-� I' • 1'-0' 61-8 I' 1'-0' Sl-•J 61-9 - VLI 1K PLOT DATE84 5- 1 a- 1 S- 1 S- 1 S-1 1/1r�/I�JI 14.32 ¢ 10085-1 Lft/1"1 - 16x31 PER1`1.1: T N0.. NI.JE' 91...,.t-,r'y' p �: V '1 • .a i ;i"A I: ." t p � -,-.' 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TO THE QUALITY OF THE ORIGINAL -- DRAWING, OE 62 9Z LZ 92 92 09lIt— ZZ IZ 02 61 1?1 11 911 SI b1 E 1 21 II 01 6'.••.'-. 6 1 9 SI--J�--bI 1Ir... 2 P•� ►►11lIIIIIIIII�IIIIIIIII�tU111111�1111IIII�IIIIIIItf111ia1I111lNI NIIIIIHI(�Ilil�lltl�ltll�tlllllfll�tllllU;IIIIIINII IItII111tI1111IIIII�II11IUlII1111�I111II1U`IUIIIIII�IIIJII�WII�IInI1111IIluIt111I11n11WlHll�Wifu�{Iui.Wl�1l1►I►ILIIi111ItW,111► - 1DECEMB �i° iTt� 1991 - 23 -. _ - '__ _ ,-._. ,�,.._. ... -__ ..._.,....,.,.,,.nom_,,.... .__ _._._.,�.._....__.._ ..•..._ - _. .y_,_l"' ... '_. a■ - 1 �~ r 2x 8 FASCIA ) ` lx SPACER AT END Of= EA. TRUSS ' F� k.11 7 r, r'� 1 ?x BLOCKING RFr,11P1 d Pf b4x 12 f4EADER g_2 ' ( M (S-2) � 0 1 ' Lij N -- ` 1 i CI' I - �\ FAL °RE-ENG. TRLlS3 PERP v., w I I �) I ' O � i , , \q� I ' j I r I I \ �-$IMP°JON 'N4' AiJGNOR i TYf'; Z " EDGE NAIL :� Y LAJ OI I I 2x 8 P.T. PLATE W/ 3/4' DIA. _j (y X 6' A$. AT 48' O.G. \ \ OXs 8' CMU WALL Q (.i .i�'?x. 8 P.T. PLATE WITH Z 0 � ;J 1 ` 3/4' DIA. A$. AT 48' O.C. Q <� '`n > 2; r, TRUSS PER PLAN v 8' CMU WALL 4 TRUSS 4T U4��Ie PECTION AT WALL E}'TRA T 2U55 AT WALL,, / G10 �' GJ_ , 52-i !' I'-O' CJ_` 52-2 1' I'-m' Of o`'b �O I I RIDGE LINE v' 5 '"1ETAL ROOFING OVER .D15L. TOP R ' T x 4 AT Ib' O.C. � i I PLT WOOD 3NEA RING 2 ' 1 / METAL ROOFING OVER 2� b RIDGE,, 2x 6 '*LYLX)OD 5NEATNINr3 NI , I , •..� lil � _ I . I 2v 8 P.T. II? AT TOP OF CMU 2,r 8 P.T. tE AT TOP OF GMU ? 4 FRAMING - -- CMU WALL BEYOND--._ .�. . ��_. 1 _...___ �.� '"�"'� I _r TOP OF CMU PRE-FWaINEERED I I N II II'I I ' II• I t I - TR1gC£5 PER PLAN GLASS BLOCK - . 1Q_� (SEE ARCk' . c 4.c 12 LEDCjER $. . . IN 31MpSON 'HW42' PE R PLAN u } 1 1 v/ x I ��► 1 ' 1 ONSET HANGER f 6 r�� FOR 1110RE ItcFORMATION CMU BEYOND - ' 1 - 2A 4 AT 16' O.G. - SEE ii�T.11L5 I i I I I (2)-041� t- 1- •- _ I - _ I -�- \ I DBL. 2x SIMP501`1 'HW412' OFFSET LEFT 5!MPOON 'HW412' OF;:SE7 R!62N7 .4 _ ;t 8' CMU - 1 dx 12 FS HEADER CMU E T OND worm ALUMINUM STOREFRONT 3 (SEE ARCH) ROOF FRAM I NCS PLAN AT CMU SL DCS, W a -- SECTION AT EAO 4 TI T DORMER SER SEC ON A UJEST PORI"rER � CJ- _ ` 52-3 I,V I'-m' _` 52-4 I/2' . 1'-0. cc i W 40 (D CC W e Z N O QTj W Z CC FOUNUAIIONS O es�gn soil pressure assumed to be 2000 psf LL plus DA. Notify engineer if other I. Design Flo 1500 psi for solid grouted walls, 1350 psi for walls b. Bucks, blocking, bridging i miac. . .. . . . ..Doug. Fir or Hem d. Allowable increase in wood member stresses due to duration of conditions exist. vitt reinforced cells only grouted. Fir /] loading - 151 maximum W ^ 2. All footings to bear on firm, undisturbed soil or approved compacted fill minimum 2. All CMU units to be Grade N Type 1 lightweight units per ASTM C90 C. 2 x 4 studs. . . . . .. . . . . . . . . . . .. . . . . . . . . . ..Doug. Fir "studs" a Uplift as specified in U.B.C. 18" below final or>+de. Clean all footing trenches of loose material by hard. dry to intermediate humidity condition per Table No. I. or "std" i better Notify design agency before proceeding if any unusual Conditions are encpuntered 3. Mortar to be per UBC Table 24. , Type S or per manufacturer's d. 2 X 6 studs i larger. . . . . . . . . . . . . . . . .. . Douglas Fir /2 2• All bridginq, bearing hardware, blocking, hangers, etc. that are in the fc•oting excavations• recommendation to reach correct strength. Grout to have minimum e. Sills, ledgers, plates, etc. embedded required to meet truss design criteria shall be included in the U 0 Q 3. Do not excavite closer than a 2:1 slope below footings. strength to meet design strength and made with 3/8" minus in or in contact with concrete. .. . .... ...Pres. treated truss shop drawings and shall be provided by truss manufacturer. LL 0 aggregate. Manufacturer to submit data of minimum 30 previous Doug. Fir 12 3, Truss erector shall exercise extreme care during erection of N V CONCRETE prism tests on samples with similar mix designs for mortars, grout. f. Posts.. . . . . . . .. .. . . . . . . . .. .. . .. . ........ .Douglas Fir 01 trusses to prevent' the trusses from buckling laterally. Usa M L 17. trength: Average, concrete strength a5 determined by job cast lab cured cylinder and unit msmbe-a with an average strength of dosigr F'■ x 1.333 psi 2. Roof, floor end wall sheathing to bo APA rated sheathing, Exposure spreader bars for lifting trusses and provide lateral bracing as O W r to be 3000 psi at 28 days. prior to construction. I, conforming to APA Performance Standard PS 1-83 and to ICBG NER- necessary. Remove any damaged trusses from the job site. Do not 2. Place and cure all concrete per ACI codes and standards. If 70 previous tests are not available may test prior to 108. See drawings for required thickness of sheathing and/or span attempt to reinforce damaged trusses. -- ----- -- constnicti.on minimum 5 prisms ungrouted and 5 prisms grouted for rating. Install roof and floor sheathinq with long dimension 4. Shop drawings shall be submitted and stamped by an engineer 3. Air entrainment 4 to 6X in all exterior slabs. 28 day torts to verify F'a. perpendicular to supports and stagger encs joints (unless noted registered in the state of Oregon, �. -r 4. Admix: water reducing agent in all slabs on grade (Pozzolith or equal). 4. Contractor to prepare and test 3 grouted prisms and ] ungrouted otherwise in drawings) . Use spacer tool to provide 1/8" end and S. Truss manufacturer to inspect all trusses after they have been U CONCRETE prisms per every 5000 square feet of wall, during construction. edge joints, including tonque and groove joints. Install 2 X 4 or erected and roof sheathing, bridging, blocking, etc., has been REINFORCING L 5. All work shall conform to Section 2402 through Section 2411 of the thicker blocking at unsupported joints in wall sheathing. B;,jck installed. Manufacturer to submit certificate to VLMR that the L,. 1. Allre n^ orc-ing steel to be ASTM A615 Grade 40. 1985 Uniform Building Code. roof or floor sheethinq where noted on drawingm. inspection was made and that trusses are in acceptable condition 2. Fabricate and install reinforcing steel according to the "Manual of Standard Practice 6. Reinforcing for masonry to be ASTM A615 Grade 60 placed in center: ], Framing anchors, joist hangers, post caps, etc. to he "Simpson" or and meet the manufacturer's design and installation requirements. U for Detailing Reinforced Concrete Structures" ACI Standard 315. of cells as follows (unless otherwise indicate.) : approved eq,-Ial . 3. Lap all continuous bars 30 diameters or V-6" mininum. 4. Ail bolt heads and m.ts boariny on wood to be provided with a M' a. 'lertical: 1- 05 0 Vil" O.C. plus 2-• /519 full height washer. C METAL BUILDINGS each side of openings!, unless shown otherwise on drawings. All nailing to be per Table 25Q of the U.B.C. Nails called for on I-- T7_7F prepre-engineered metal building shall be designed in compliance with the b. Horizontal: 2- /4's ! 48" O.C. (First bond bees 48" from the drawings are to be common nails. Uniform Building Code latest edition and all state and local building codes. Res- ground floor) plus 2- /4's at top of wall and at each r , Cutting and notchinq of joists not allowed. 1" diameter hole may O ponsibility for design shall rest solely with the manufacturer. intermediate floor level. be drilled in the center 1/3 of the member depth. All other holes 2. Contractor shall submit drr Sings of the building clearly showing the sizes and C. Lintels: Lens than 4'-0" wide---2-- /4's in bottom of 8" to be approved. CD 4. arrangement of all structural members and connections and of all building com- deep lintel. 7. Studs may be notched in the lower 1/5 of the height of stud for C_D iX 4'-0" to 6'-0" wide----1- /4's in bottom of 16" electric and 'plumbiny pipes!, but no' part .if the notch is to be buildinentsg and accessories. Drawings shall rm suitable to show compliance with the deep lintel. d• eper than 251 of width of stud. Holes of diameters up to 1/1 of �� U building codes and to obtain building permits. d• Corners and intersections: 1- 24" x 24" corner bar at ea' h width of stud may be drilled in stud. U 3. Contractor is responsible for reviewing drawings from different sources to verify bond beam same size as horizontal reinforcing. �, All latrinated beams to be Douglas Fir with Fb " 24 ksi per AITC compatibility of the plans and details. Special attention i; directed but notp p o• Electrical boxes, conduit and plumbing shell not be p1Ared in any 117 specification. Combination 14F - v4 for simple span haeme, Z limited to verifying column and/or anchor bolt layout on the foundation drawings match the metal building plan and details. cell that contains reinforcing. all others 24F - VS. Laminated columns to be any combinationto I--' 4. Notify engineer before proceeding if any materials shipped to the job site are A. Sea drawings for additional reinforcing. symbol and grade with Fc - 1500 psi minimum and E " 1,800,000 psi Z .. damaged or if field conditions necessitate modification ed any structural members. 9• Ali masonry to be special. inspection. minimum. Appearance grade I:ohbe industrial, unless otherwise noted 5. Thepre-engineeredffi l metal conditions manufacturers shall supply the Foundation engineer io- Expansion dolts installed in masonry to be installed in fully on drawings. AITC certifici a required. Use waterproof glue. LU 9 PP y g grouted cells, in an area which leaves a minimum 3 inch distance V with all vertical and horizontal reactions for the building to be constructed. to any edge of the masonry unit and a minimum clearance of 1-1/2 L�,}ir M):T11L_pLdTE ONNECTF.Q_yjQQll ROOF TRUSSES inches to the center of the cross web. 1. All light metal plate-connected wood root trusses shall be designed by an engineer registered in the state of Oregon and manufactured WOOD ER&HM by a prior-apk)roved truss manufacturer to the followinq load 1. All lumber (species and grades to be an follows: requirements: a. Joists, beams and stringers. . . . . . . . . .. . . .Douglas Fir /2 6" nom, and greater beams and stringers. .Douglas Fir 11 HQV s'>`ua_akA a. 25 psf live load (snow) * drifting b. 10 psf dead load top chord r C. 5 psf deed load bottom chord A A r .j' (n Z A O N Uj 'EM 1 f IL VLMK12 9911-01,I DATES, 22 OF 2 10055-2 !122/1991 - 12:29 _. ,. a._........ +rvwt,,. trgw- ,,.,,: ,..,..,..�• -. . - ....,,tr ^- W •�w�,.+w.a.+,•w....w,.ew••r.+a+r�+.w+.w "^ , ", '"�, 7rV f ( M r . Iii iji�lll 'I1,IIIIIII I,I, ill",r1�1IIIIII(IIIIIII�l��11,1 I11'1�111�111�11iltlt�ll ,Il� Illl�llil�'1�1�IIIRIIIIIII�III�III�III,IIt�IIIIIII�illlllllllilllllllllilllllililillli'111 111 r f I � 1 12 NOTE: IF THIS MICROFILMED �""`�"'" �`• 2 3 4 5 B''• "' 7 8 9 I)� i t DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E 6Z 9Z LZ 92 S2 *7 EZ ZZ Iz OIZ 611 91 LI 91 SII bl EI 21 11 01 6 9 L 9 IS to E Z 1 a•aiul '� �,. •'"'"' tfUI1111�1111�uuluu�uulHll�lullntl�In111iHtltall!u►d�n>►1i1��ngl/1n11Mt�Itll�ti11�1111N1�111i�N1f�111i�t111�1t1•liltill!�IIIIU�UIIIIIII�IIII�IIU�tII1�IIt1�IIII�III1�I111II111�I1tII1111�1111'ull�Uit�Ilu�nI1�I111�N11II111�IWINII1N1�1111�1111�!l1lIIIIIII�IIl1UW�iIN J � 23 1991 .