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8300 SW HUNZIKER ROAD-7 FAM OF V7' R>D1ue ~�C.FaOWPJ TD!-'t3 3' i,-4'0Xb'-(P' STL. 1r►11OEJOINT ft-Lem "R FIL1.-ED W/ C-C 1C. i ntl PAINT P-6 -. CQ C. PA V II, . ->'., 1 1 1 �,r' — _ ,, ' I IMS, i :'ttt 'all II NOTE'MU 6LLOPE U�14LK AWAY �`up./ ►/N�HEM >����ou�l�o�N���P�PLAN 4�..1 > �J'tn I ,' }! rFl ) I �1 SI Hr I (7,t Mft 1 �.�r�D& V.4'#T♦ i.A.I 4CP 1F Wi�/G1M�4d� 1 •'I l l . yl Y -1!'w I , I - •, ^•:1 ' 'C 61 AS ON GMIAVEL •� l M )I f ��V• +' I:r .w, 1;.,,: , T�IOT�C ON P1..4N1b�-- CONCRETE TE lIIAdE o �:_ lr ►� ,. �-; f. .-�,,��; �,,. `ILS„� r�,,: ,. bIDEl1�L4LK bLAE� �� Jq ' ! ( I ,r „I i� j `' ; ,I ' __ _ W/ w4m •Q Ai6P�lAL T CONOI�'TE -1 A r —� I 1 T I_ I I _ \\ PAYM ON 011AVEL SAM l+ ` I���S 1 ' 1j ( \ �1;4,100.1.'.i�L `' I 1 I I� I I ,I li--•I I i �5 GRAVEL 15A/� .�s� \ I . I M _ )YJ' fllta t ' 1 I a cUSi ee. I \ l 1' '-Y J,r I I_- M �� .i i.-ice' \�1 GONG/►iw J G ' r G1I I "-TOOLED EDGE cI� ,� .rel, ... k: y f ;`� ; :I ,r, - MOV ,VE EXP ON cue, 7 .' ♦ 1{ nun; \ �, , 1 r`M� l+1 f R r T�/tt14/G— �/\�AI�11 /�-,, (\ .. d 1 r I I WITH J4 RAO ILA a iw 5q�: Ir wI t. I .z�52' --r ' r Uwle �� :J1ry.M y I� � � a�'� � \ -�f_ .,�,., ��p, 12'0 GC7N... FILLED - _ � .101NT FILLER �4NC� ifr it '' ,t.N1,N1�'• ti aj'ri I vy{y�ll �: I IµIN 1\V ��Ja!a.tu„J.0 - � enrl �. '�• j' `51 HOLES i=INIb�,I GRADE t-��C1'-m' I�Sf1R U 8 .�\`,�R • + lye'': ! .\ rl sa f�Yl #il r 1 sl I s! llrf 41 '' ,,._1: •`r - ��"}{ `1. Ir j �( ONE-"-F OF TWE r _ r:, �a4e:1; 7. ` I ' 1 15t `ns 9a y ��er rG r``�^CCK CO _� 1. 'aT�I v , �"{'^•1 �- S' J�'�. r.rrru 5w `i'..51• I > a� rt ��': •`I Id/-1, 1n � � ..+ ` 1-♦ - ? ,�” \�t 1�, - k ♦ :� . . '' W..N„ �, , r ti �, UND I°STUF45ED OR �. El/�L7 AT rEQUA. ,c,� ,r•• �� ,. ,� . ..N(.,I,,..w. 1,; v J � ' ' SOIL SPAGEB 20' OZ. 1 d,» 4G i1t. Z� C7'It.gpl i'�� - C 1 �r,, 'C H :F�, O N CAST CURB r . -.$�•� 1'� Y, I Ilf01y '�a .I.t;' 't"•i,„ _ _ a\'. . ,NF1•" ' r• :rrj'S• 1 { i 0 [7 .v c�F t� I I� l�. Rw uuRt Irv.• 1 - w .ri rt I,t., ' >r�»I. / ' • ' CYa 1, kl ;! r;`�' ',;�',f ..�r ( 3/4 1 -0 SITE14 �11 SCAI 3/4 . 1 .•0 SITE4 A� SC.ALE: 3/4 I -® SITE3 `•1, ♦ '�("„' \ (I� \' rr "1• H ”"'/•(T I ,y 1„�r MSr,N,�: ••' 15Y falir-. ( (t1Ylu 4, •1',ir► I 'yr�a•" `' - _ \� I •w in y •moi 'r, `�..1 t+.i oo;N .+Yt9�' ' or �h J11[ P ,Liw.urcrwp�u.�t-� '`\.� 1.Al l.�} .f1'_ _lNICyN/ -.-_.il_� 1(�� 1`9a .r+\ ��STNi nil •y 1 iYl��.e__ ►y� i � t 1� t 7•� /,ye�,`�° I s O Ir' l.. - Aii cl�a,Ir 1 \\., 419N:" '! .;,r AN AIpMn a r-'��ll > ' ,W Nlp n•�J (•` l� L •�'u �• __ � N,n .(, m � �•..., Nr M� O 5J i Err _"MIT fC Yit l 1'j� \4 IrJ c � i' / t� W >L ' tw M1Af1♦.,y t �� y �q ^111i \ rfJl!• • jl� -i ' ■ ���� _ �__/ - ,_f` ` . �{Mrl,,,,'{ISTiy,. It -•A* it �,�t�r .W�.�- _•—IIA,. {. "it? 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Irn '� 11 •A - _ ♦� 1•'11 1 '\1111] ' RI_ •nlA�t 1r' —' ,f1� � s `� �'�(a '• "V I-,.(J I II 151'IL j 1 I V 'FIN. FLR. ELEV,jr - VICINITY MAF' �� a o / o�,o - t AS 1'M 53 SCHEDULE 40 GALV. (r V4 1-�*) STEEL PIP£, 23-78 O.D;< .64' • WALL PAINT P-6 I I I _; 7 --- P-10 LL,1 I-J40 TYPE OF FACILITY, GENERAL CONTRACTOR OFFICES/WAREHOUSE 9-1/2' p�,�, � p ►� i J PROJECT SUMMARY �- JURISDICTION: CITY OF TIGARD LAND USE ZONE: ( IP) INDUSTRIAL PART: � � — ADDRESS- S.W. HUNZIKER ROAD - � LEGAL ''uESCRIPTION: 251 1BC TL 2201 � �� I d 4 LANDSCAPING REQUIRED: 20$ PARKING SPACES: 15 STANDARD 4 COMPACT b •'. .I J 1 HANDICAPPED • I l 4 LOADING 74 TOTAL j. ' .4NG I•��� . ' _� _- C'2- - 00 SITE ANALYSIS ~ CONC F00T1Ws 12 _ V % SITE ITEM LOT COVERAGE a I � 3UILDING AREA 16,922•S.F. 38 . 6% a� - PARKING & DRIVES 17 ,771 S.F. 41 .1$ 9 - -- — — -- — — — �� LANDSCAPING OPEN 9,,043 S.F. 20. 3` 15 IK I O _ _ 1 Li 1-4 TOTAL SITE AREA 43 ,736 S.F. 100. 0% 3/4 =1 >a SITE12 I �� O \. �, .- �o�, ao �� ' = pUl-�I� I�►.l �, r'F- .jE� SRS t L I -�" 1 11 / CODE REVIEW Ll ETTER3 t 5YMMOLS ON WHITE INC CODE: U.B.C C. 1988 WITH OREGON AMENDMENTS 13A0Kj�UND BUILD r CSTATPE OF WAS44 NGTOFU ' OCCUPANCY: B•-2 l� H x 8-O x �y uj _ _ - GONG �� 1J/ - _ � -._ _ - --- V CONSTRUCTION TYPE: 5N (Fully Sprinklered) 11_ 5 _� o u I �--• -----WHITE LETTERS <UF p �H wit. rG - �4 v ft ►�'�riT ul OFFICE FIRST FLOOR: 4 ,082 S.F. BDACKGI�OUND t3L ,_. r- OFFICE SECOND FLOOR: 4,0� 8 S.F. (STATE OF ORI~CO) — WAREHOUSE 12,840 S.F. — 1 Hyl 011 �Gi,011 w_ Grt'-r OF P Tom✓ -� REVISIONS TOTAL BUILDING AREA: 26 ,940 S.F. �. 11 4WA4I-EA �MG POR TIV �('�ru�ii ul S i AND RD r i' %VICAP. COVE RE(2M"M. OF STATE U1�EW 6vAN Ib LOCATED ��-, -- N 0 CITY OF TlGARD � 51GN S 1A1. HUNZIKER DRIVE Ap a: p dWonally Approved ....... ......... . �v Tlc�l ---�_�S11- SIGN FASIV41W -- - - J I=Or only thN war SECURELY TO "T PF,FIMIT NCI. rt Seo iettnr to )IIOW ............................................. Attuch — .lob A ress: ` S(It.I 2' OWL P09T CENTERED �- - - -- E>'T RUpED GONC. CURS 0 MG AC:E By p °.O o ON 94, HANp IGAP. PARK- Q�13: : ' �� ��% DATE f 14 JOB NO. G�i�l•� G � 0 EfPO'XY BONDING 1/1' R // �� o 'o •• ° ' DWN, CHK. AGM ----_ �I FINL GRp —THTC."N COW. SILMIMdLK h o To tEKIC.AM PIOeT 50T. ;UAlA�1N VA" V F?RE FIIARCHpL OFFICE 0 o APPROVED AL:. PAV1w_3/ROcK IBASE _ % I rt E PLAN CONDITIONALLY ,APPi�OVED OF APPROVA OF PLANS IS NOT AN ApPt�VA /� A OMISSION OR OVERS10tiTs I FxTRj /rzc> =� 3 1C A 1 I � 5` SEE F I)LETTER 1 r IMP r �7 8 JS`KAt.INEI� ��•r-`�'hI1* r;hx„ I<ILI�' 9' I SCALE: 3/4' � 1'—m' �ITE'1 ( gGALE: 3/4' � 1'-0' _ — t rig 1 . OF SHEETS ON AM6;h....1.'✓;.. - r_i::;45.n:'-.•1 _..„�t:zar�da•.!4llzww- ,��'i`1:.1' , x ..w._. ...., ...,._-_..,..M.,., .. - ,...:. _.ew+ w.- ,.......,....yN.w.....:....IN..............,......-....w.«.-,.._jN1w�»...•..,.r„ap«., � �•, ....•nl.-.n.++.rw.............,_+..w.No+nw.«............ •. - _.._.-._.._..._..- _.._.._....«-.._.., .»..� Ca,__..._ ._ - I t ' i�tllllllllll'Irlrlllllrl�ill r�11111111111�1 11111IIIIJIIIJI �IIII 111,111 Ito1111111111111+1 111�1111111111i IIII1lII1111111�111111111111111 111111111111111 r1111111111111111111ri111111111 - 1 2_ 3 4 5 6 ♦ 7 8 �9 110 I I 12 NOTE: IF THIS MICROFILMED LMED ' �— DRAWING IS LESS CLEAR IHAN THIS NOTICE, IT IS DUE TO T}11` QUALITY OF THE ORIGINAL DRAWING. _ - - -_ - -- -- OE 62 9? a 92 SZ *z EZ 212 12 02 61 81 L I 91 si I b I E 1 21 11 0! 6 9 L 9 S b 1E-.• 2 1 a{rin5 tNlllllll111111111111111uIIt1111111111111111!!Illfll�i1111111111111ttlNlti»1!!rct1111H1111111NN�lu{1i11111H�111111111111H�11111!Illl1nr11111111u11u1�11u1111111u11,1u1u1Ul�nlllullu►�1rt1111I�11�t111u11u111111111n111111itWIHWnlllllttlllutlllllU11111t11111QMIlL'lut) D i E, (D' E-4', M B E It � � 9 � 1 41 a €r€ MODERN IYUELLER --ENTURICN =IRE IMYPRAN V A-442 , 6� MJ 5 I/4' M V0, 3 PORT ; 2 -2 I/2 NST HOSE CONNECIT10N , 1 - 4 1/2" NST PURIPER), '2' r)EN'" CPR NUT, OPEN :.EFT , CO_0R: "EL_OA- I } I '� !1 I'-6" BEHINC BACK 0= _�_R 20 SIDEWALK C" BEHiND BACK OF �._ r �• ' ��' _CAST IRON VALVE Box 1 F' ASSEMBLY 1 Z C1� I 1 .� r 3" OR LESS • CD 10 X ' , =1i�t- a COVER DRA v w, i,v ROCK W/ TAR PAPER 0 _ BEFORE BACKF'LL rel S q M > '°= a ! ^ili tAJ HYDRANT OJ1-LET O 2 Z ;;' 6''VJx FLG GV - -- - r J`-;I Q z�"�._.o _- ITIL�`� �,.�_�_�' �l.-'�'�f;/-rl.�i'1/il=1�r� , i?ii • �7�„ //� /, _ �i6i I xxulBell 11161-111111 inr! ' IIFI �111111111111_111911 i MAIN W/ N x 6 ,--G ; TEE �> 6 MJ x MJ HOLCING Sa00L E (SEE PLAN AOR MAIN SIZE) ESC. '-1� � � ( - �jCl��. h-o I'ir-t ` :�•.; u I /2 `'^•S OF 4' x8"x 18" CONCRE F E BLOCK 11/2'- 3/4" DRAIN ROCK t 1Z, i ► a t I c` 00 aSoT I. SITE LrI'IL.TTIF.G Corrugated Metal Pipe (CMP) : Shall be of the type, 1. General. diameter, and gauge indicated on the drawings. Pipe a. The work to be provided by the Contractor shall consist shall be helical corrugated. Pipe and fittings ends FIN . F L 13. 169 . 5 of furnishing all labor, materials, permits, surveying, shall be annular for a distance of 12 inches. Pipes �` r _._ ....�...W...�....... t i .. supervision, coordination, and equipment necessary for shall be connected with 12 inch wide annular corrugated the proper installation of the storm drainage, sewer coupling bands and 1/2 inch thick by 12 inch wide rubber - (�-� system, and the water systems that are indicated on gaskets. these drawings. The work is to be completed so as to provide properly function systems that are acceptable to Corrugates: Polyethylene (ADS N-12) Pipe; For pipe �:�:✓ l03 = I SIM h the governing authorities and as indicated on these diameters less than 2411, conforming to AASHTO M294-851 drawings. and F677-85 Oregon State Plumbing Specialty Code and • eggs! love�n� ������ u�un� un unet-u� u�uunnn� y b. Approvals. D:_fferent y p - .mow w._.W_. - PP jurisdictions may prohibit the use Provisio•.� of Installation Standard 1-A-86 and ASTM D- of certain crnstruction materials and/or procedures. Do 2321. no work wittiout approval from the proper jurisdiction. I - Cost of changes incurred when work has proceeded without Catch Basins: Shall be 24 inch round or square and 30 I : A, jurisdictional approval shall be the sole expense of the inch high, unless otherwise indicated, with 28 inch ,� contractor• square standard cast iron grate and hinged Brain access s, q N c. Safety. The safety (as it relates to this construction plates for clean-outs, all as manufactured by the Lynch � ,,3 O ! 0 .- proje,:.t) of workers, neighbors, and passers-by is to be Company, Inc. , or by Gratemaster Ironworks. Catch 1101 the zesponsibility of the contractor. Unsafe conditions basins to be constructed of 10 gauge steel and to beshall be identified and corrected or, identified and asphalt coated after fabrication. TD I��jE1+- = r - ,-- secured. Work methods that may cause an unsafe condition to exist, shall be avoided at all costs. Downspout Drains: Verify locations and special d. Crawin s. Drawin s _.._ i' ...._....__ H / g g provided are based on reported site requirements with building elevation drawings and with f = G �' ell conditions and dimensions. A_.ual site conditions, or roof plans for downspout location. Adjust location as dimensions, may vary end ar:y such variation should be needed to assure plumb vertical downspout run. Notify 0 F -1� ,co-1•�I , reported to the Engineer at then earliest opportunity. engineer of any discrepancy or other � y p y problem. Drains in - ,-- . Unanticipated conditions may re G F��✓� : 1 14-15.Gj '� 'e, .- ter" P y quire the revision of a paved areas to be cast iron soil pipe o., Schedule 40 -, �' portion of these drawings. All dimensions shall be PVC. Drains in landscaped areas may '_:c *;FW Stcrmdrain" �' �:� �•'c'S ►e�+-+F..Gt ■ g': verified in the field b the contractor cTrG �►J y prior to Series 46 with Pit uiznDaction :nd with compaction Tom' Q ..It,. bP. G.,G�.IG �/�,�✓� fabrication or construction of any portion of the verification. Provide clean-out at each downspout. Use • ro osed work. P P branch fitti�,g with threaded plug for clean-out. ■ ,,; t� e. Permits. The contractor shall arrange and pay for c S� <� , Ir '� permits, fees, service charges and inspections and shall Manholes and Cleanouts: See Sanitary Seder Lines. �) • Adtf present the owner with a properly executed "Certificate F � of Inspection" , prior to making application for payment C. Sanitary Sewer Lines xt • in __., i �� . for any portion of the work. f. Codes. All work methods and material shall conform to Concrete Pipe: Non-reinforced bell and spigot pipe .,� y all, local, stale and federal requiremer.~a, regulations, conforming to ASTM Standard Specification C-14 Class 3, �� L _ - �/ .�_ o.4T a y and laws. with rubber y-askets in confined groves. -_ d� � � �� tl. 4 2. Material. All materials used for the work shall be new. Polyvinyl Chloride (PVC) Pipe: Pipe and fittings shall INN Trade names denote character and quality of equipment be PVC and shall meet the requirements of ASTM D-3034, PIf desired and substitutions may be approved, if in the except There the pipe cover is to be less than 15", use �� �'? 4 JIL opinion of the Engineer, the proposed substitution is Schedule 40 PVC. expected to perform properly. All costs associated with the review and use of a proposed substitution shall be the Concrete Manholes: Shall be fabricated per ASTM C-478 ) I _�. responsibility of the contractor. and shall be 48 inch diameter with a 3 foot eccentric GC,.,<�-i"�;, I 4 � .. i a. Water Lines. cone over standard sections. Where manhole depths are M2 / not adequate for cones, use 8 inch thick (State Highway) ■ } �flat top slabs. Use standard r_ast iron frames and Copper Pipe: Hard drawn, type "L" under round jg' piping, covers for storm and use watertight standard cast ironconforming to ASTM B-88. Fictings shall be wrought frames and covers for sanitary sewers. _ 0` ' N v E v 17--i-Zcopper. So}der all joints and fittings. T E� h'1"�Corrugated Manholes: Shall be of the same material,Ductile Iron Pipe (D.I.P. ) : Shall be cement-mortar �gauge, and coating as the corrugated pipe.lined and shall conform to ANSI A21.51, Class 52. All �{ " joints shall use O-Ring rubber gaskets. Fittings shall 3. Execution. `. � � �� be 125 pound class, meeting the requirements of ANSI t ...,. - -- r 0110. lu a. Sewer Clean-Outs: Shall be installed in the storm and ^•',tea �,. ... . .... ,..,..,......�...._.�._..�. ,.... .„.,a�.........».�... _._ _ ,.. sanitary systems where noted on drawings (CO) and where IIIIII %� Water Servide: Piping, valves backflow prevention W p �fr �-�L�-' L vault specifically required by the governing code. Clean-outs 1 _ _ ...... __. ......... ._.w__,..,..--..._.. ............. ...... ...... .......... s, meters, hydrants, and connection to main line in exterior paved areas shall be JOSAM 58860 heavy duty �_/1 - 2' THICK, 3000OPS1 GRAY IRON, shall baccording to the requirements of the governingg HEAVY DUTY CART IRON GRATE, RIM ELEVATION cast iron access box with secur_d cover, anchorin REVISIONS x agencies. flanges, and cast iron clean-out with serrated cut-off p -� - '- BEE PLAN sections and threaded bronze plug. Provide an 18" ; Alternate materials may be used if approved by the square by 6" thick concrete pad around the clean-out. 1 CITY OF T'h ARt) governing agency and the 1990 Stare of Oregon "Plumbing B I_ ^ILEI"�� ��'`"''`' i' - - t�lr� L,r•- - �I�F=GrU� F '-� v G a r Co Approved tionali A Specialty Code". DIA. G'.1��� AUT /_t �H GlQ-1 Lys GF �-#v l I�cv r ... ................................... ;,�j: b• excavated h minus , EngineernlInspec io layer of sand I�11C `v I�� N .�✓ may- Con Approved acrI,,,•„ Bedding: - piping Y ench or 3/4 inch minus crushed rock. Inspection of the ,_ I � - � f` FI � � F+r. l � ti`. ..............._....... I b. Storm Sewer Lanes �`" NA�t:. Y e�i prit a; desCr For only Ih y t$ie m y provide f the use? r �, w ! 3�in-c- � of comparted native material for bedding. Provide Owner . - ---� M �' _ I � , PERMIT P10 •-.- j See letter roj!ow......... j Polyvinyl Chloride PVC Pipe: Pipe and fittings shall ,,,,,,,,,,•••••.• t (PVC) P P g with deductive alternate for use of native bedding - � � �.,�� be PV( and shall meet the requirements of ASTM D-3034, naterial. Bedding shaPl be removed to the necessary __LT- - - Attach f � " t ................. ..v.vvre...,..,. Att h I except where the pipe cover is to be less than 15 use .. �,. 1•, -- . Schedule 40 PVC. depth for piping bell and couplings to maintain contact �� -�., _ �; S..•. of the pipe on the bedding for its entire length. -• .w - _ - m b Addr I _ w M Concrete - ._. --- - -=- CLEANOUT -�_. •—.._.. ,, OIL TRAP WIT�I •�,..�,, _ •• ..... 1Zr� Pipe: Non reinforced bell and spigot of i e _ - P g pipe c. FrecovPr: Cover the pipe to a minimum depth of 5 inches � L `y "~--••••.,. - """''^�,, � By: --'-, /�/� conforming to ASTM Standard Specification C-14 Class 3 - _.._. aa3. with with compacted sand or 3/4 inch minus crushed rock. ��. Date: i h rubber gaskets in confined groves. —� _.._. Inspection of the excavated trench by the Engineer may 24' �._ : provide for the use of compacted native material �,� �_ � �__ - Soil Pipe: (Traffic areas .here cover is less than 15") recover. Provide the owner with deductive alternate NOTES__...... \ `~� '; DATE =+ CATCH BASIN TO BE COIIBTRUGTED OF Im GAUGE CMINIMU"11 STEEL \ Hub and spigot cast iron pipe or s conforming 52 ductile for use of native precover material. WITH ALL JOINTS WELDED. GA?CH BASIN GAN BE ROUND OR SQUARE JOB NO. XJ iron bell and spigot with fittings conforming to ASTM A- 74, with rubber 0 rir gaskets in confinecl d. Backfill: All backfill for site utilities shall be B- OIL TRAF' CLE LOUT LID TO BE HINGED OR BLOCKED TO " " g g grooves � `•� '� jar, with compression type gaskF,t fittings. PREVENT LID FROM REMAINING IN OPEN POSITION. � placed in .layers and compacted as required by paragraph C- CALK PIPE TU CALKING�HUB. DWN. =• F' CHK. 2E. L - SET CATCH BASIN ON roTHICK COMPACTED CRUSHED Galvanized Steel Pipe: .Shall conform to the requirements for ASTM A-1U2 Schedule 40, with a hot-dip ROCK OR SAI-JD BASE. galvanized coating inside and outside. e. Grading: Following backfilling, grade trenches to the E- BACKFILL AROUND CATCH BA61N WITH DRAIN ROCK level of surrounding soil . All excess soil shall be F- OUTLET ORIFICE DIAMETER Engiineed of off-site, unless otherwise directed by the ,. SITE P L A N U T I L I T I E S / GRADING 111 ' '2Q 01 ' F=,EP11 T T 1\10. C+I IF-' 7.7t.t_t_t31 r:, OF 17 PLE F y. OF SHEETS ,.N. III 1111111 1111111 111 �i11�111 III I!I 1111111 IIII1�1 111110 ► III'1 II1�111 1111111 II ,I� If II IILIfII..t�:rllll II_I-1111 VIII I � III � 1 I � 1 111 � I ! i 1 1 t I I 1 I t 11'1 ► I 1 X11 , I I I ( I I 11 I I I ,, I ,I I ! I / III ililll ( IIII� II ► IIIIIIIIIII t ,.,,,, �._........_� 2 3 4 5 , 6 7 8 9 10 II 12 ' NOTE: F THIS MICROFILMED DRAWING IS LESS CLEAR THAN ---------- THIS -- •' THIS NOTICE, IT IS DUE M THE QUALITY OF THE ORIGINAL < ,• " DRAWING. - ---- - -- - OE 8Z PZ LZ 9Z SZ, fp;? 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Gl 3 i II ff u- 0 } _ lip uj I _ �� N'6 3 to -I' a N• Li M� G+�r� o �4NG, REVISIONS I � W MINI ci -O I K� _ 51-OI i c hl�' �� GGtiJ C, Z - rr-;, -- --- fi l 251'1 DATE 4 1 Qo J08 NO. .G�'140 4 a - _ , DMIN. CHK 0 0 �_ FIRST' FLOOR P LAN 1 I I - . , I I PEI'Ya• I I IJ(:):, - -'I 7 (7F 17Ilk 16 fj 1 OF SHEE tS 1 • Y. . � - .. _ � ,My+•....•....»..,...._. _ n............w..._..,...._...,._w..-.,...,,,..._.-.,,.,,.t,,,,.,,..,....;-•r.. M ,wsAM.b�,..-.►.......».-.. .n..r-• ._..--- .. -, 11 111 111 11�`Il111111111r111111i11I1t111 `111111'1111III11111111 , (�j�lIf11IIIIIIIIIIIIIII11111111111 ( 11111I1r111r1}1 - . I I I � ! I I I ( I l ( � I � I � � I I ,I X111 III 111 III 111 111 1 I III 111 111 � - � ►I NOTE: I F TH IS M ICROF I LMED ••��— I -•.� 2 3 4 5 6 7 8 8 10 11 12 DRAWING IS LESS CLEAR THAN — ---�`" .. THIS NOTICE, IT IS DUE TO THE QUALITY OF TI-[ ORIGINAL URAWINF, OE 62 92 L2 92 92 b2 E2 22 12 02 61 AI LII 31 SI *1 EI ZI I1 01 6.,.`.' 9 L 9 S - b E 2 1O1"'" - 1/1111111111111111111111�II1i1111111111111111111111HI�IIi1111111N1{71t1NINtl�t1t11M11111►IIH1111111NIuIn1111a111►1111u11111iM1I1It1�11111111u111111111t11i1u111111unlllulul�n111nn11{�IIi111�luII�HllHt111111�IuD Ej, C Rm `B 7-Ad 1I11111UuII11111.W�11llIUllllll�llUllllllUnl,l111u11111111111► w 19 1991 4 .6 I 6 �!. 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I - _ DATE H�t�I� — �`� JOB NO. 40" DO OWN. f=P CHK. �,� ,�,�;. .11 �J�, , ►, .-� �.� SECONC LOOR PLAN 1)7 : o t a p OF SHEE NOTE: IF THIS M 1CROF I LMED '� 1 2 3 "M'4'�•.- 5 s • 7 8 8 IIO I ( 12 e DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO THF QUALITY OF THE ORIGINAL -_-- ------- _- - DRAWING. OE 62 92 LZ 92 C2 b2 EZ 22 IZ 02 61 9f LI 91 SI 111 EI ZI If 01 6 9 L 9 S 1� E tt 1 11� ` ` ','1 I� 1 4• 01111mI1uIlIUII+U11+n11++tlln111111111111111116,fo �. � illuII+11'+�u++luullnllH111uf1I11u,I+n11nu11111111uIllulnnl!!IIIIf11111111In11111+II+IIIIIIfill1111111IIIILIIIIlII111IIf11�1111�ilulNllH111Iunllullnnlunl11uI1016, Loffbio6i111.1I►11111I11>IIulms , 11DR4 E. B 'E, It 19 19 -91 ' a F E B A IAll D b 11�4 �• I'o N T c.�r'i I.fi T'�" ;"fr' P- b "- y. Gp M.IG, '241•�I N GLAZING LEGEND I �I I I�1hU l.���r✓ Sao L� ���W � . . 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L.�►-�' PQM rt'`;'� r,• 4 G. L-,eo-1. t,;OU 0-4-t-,1 Gc►JG Tl LT U P - DATEoe JOB NO. 00 Op DWN. F, r CHK. 3 g2, Trt° • r BUILDING SECTION 190. 17 OF SHEETS S I t � � i. ' .- E: • . . p.,...w;. _- _.,. ..,,...-. ............,«.�...,,...-•.uuy�.._,5:..�,,,.-+...a.•..-•»- ...vrw.-.w,Yr� .,.,............v pgR.......:r.r..r.....+,r: .war.�+..•._.....r...«...w.,•rw..,..�r.w...w....w..�a•-w..,......w .. _- .- I I � I I I ( I I I I I�IIIIItIIIIItIIItitIIIIIIItIt(l�lll�ti(IIIItIIItIIII�IIillylltltlll��illllllll�l(IIIItIIIIII(I�tltlljtllltltltltll�tltltltltltliltllltltllllltltlt�tllltltltti � w,,,., �. e<.� _ .,, i " 1 NOTE; IF THIS MICROFILMED ( 5 • s 7 8 9 IIO I ( 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO n* QUALITY OF THE ORIGINAL pRAwING, OE 6? 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I• � i �•tz� �Ao'►z- �E LI t� � I I � ' �I I Go�G, �'�•�`�- � ` I ' �U w-1�•E� W�� � � _ -- -------------- NEAc-PEn WEl sJrU0.6a G. ` I �- - i p06 t�L- f�J.ti r-+ri� I�,'T '? �I H G 1 t�C,•I r� ��u 1.,�• 1 a t\'� `+� •_ � � moo? �bllv -T`'r - -I�/E LC.Yw 1 • / �II �G, �LG014•- ( `� Go�G I "+' 14.0 =Lato1G7- D. Vi CJI hal, GD N�1�D� � j ! Wfs. -��•'� h L-.�I� �' Ole -- — — I' i b p o • REVISIONS . . . � III �011x ;I �joGK 19 o °. a u MIR I J � ' • -ILII i_ �- . D _ I \ � tceL.1:►� Jot 1� ' ! -- _ 1= -� —- -- -- — I ��" x r o1%4T I �4IJ&CJS -- �-- I ----- - - — �O o Al S.1 lis 71 o N - F � ' GoNc, ANT GANG, •'ls. c - 1-- NoN a.�Hl%+-INK HJT• 1'I L6 jop LdAt.L L rJ ] a _ G- (h Ep, delrpl j 40ru F149wL-') _ Iv�+N . - h('iJC-'I•U r �." - GdN F'rm I��YO 1,1 r� -- e G pT:�, 1 DATE j -- . ___- No►.� f.H w �►� GI�uT '2 �l�''I--L- ��c-�� �Irl �' �-•�.�-�I�IC� � �/`1 i�l_.L.• i_�% I O .loe N N 10�. �o•� 0 0( K ►STH El..� /i�.T ON OWN. CHK. ' Gds• GG N.G. FG�'�i.k.. ,- � "_i1 • �� �uG,T U rpt+ C"'E:RM:C T lil(Y►. BUF' 9c��.._,-��1 �-; • 9 OF 1 OF SHEETS (II�IIIIIl11111111�I11119IIIIlilIl111111111111111IIIII11111 �IIII IIIIIIII 1111111�111111� IIIIII�I�I"1111 Iillillllllllll Illllli Illlill ililili illlilr ililflr liilili �I111IilillJill M NOTE: IF THIS MICROFILMED •i — • 7 e 9 1I0 11 12 DRAWING IS LESS CLEAR THAN --- ` T1HI3 NOTICE, IT IS DUE TO THF WALITY OF THE ORIGINAL DRAWING. - - - - - Ot b' 92 a 92 Sz ftz Ez z IZ 0z 61 81 1.1 91 SI bl EI zl 11 01 -8 9 1. 9 5 If E z 1D1•"" - ,�I11unlulllunlu��..u�lnu �ullun uullln m�llni uul���l nnl��� whullnnlun tiIIJ�I1nIuH�Ini 1lullul nnll�+ n1fIIII11nnIuIl n111u11111111f1u11n1�I111111ffllul�filflf�if�l!11l�htfllulLln 11111f11111►�II)llluuttlilLfuf�lulwll�llnl11n11�twhH1 PE' CEMBEh 19 1991 1 a , 1 � DOOR SCHEDULE ROOM FINISH SCHEDULE DOOR FRAME FIRE HDW No. - -- -- , DETAILS NOTES No. SIZE NAME N Ste"E FSR BASE MAT �G NOTES TYPE MAT. FIN. MAT. FIN. t?ATG E• A_-1i i I G 1. -rl i�V .dam/► p'. I �" I f. I F/.I r �., i � f. a ..T• I c?•� �/ �✓ w U w w -- --- — V r 10, _ 1'i"p�est: I � I �1 GD r••.� H Cal Ile U co '< % -p ��' �;> X I �� L� <� _ _/.` T I I i r''_,. lu- i� — --_ — '? ✓u0 1-K- W�f. � ,"'�I i-'- I - - w g 'y 000 ✓ -LU-iJ — X20 '10 wi*IT�,� 1'- I2I i3 Iia' -8 is U F Fid Imo.? (LI D4 01 -1 I � Finishes ---- --- ' `iii ■ CPT-1 Shaw, Southern Hills, #49351 Toronto Teal, price carpet ' ----- - - with enhancer back as an alternat . r _ r- CPT-2 Shaw, Shoal Creek 30, #02450 Clot,,dspun. Cl 4 CPT-3 Shaw, Shoal Creek 30, #02355 Trouville Turquoise . 1 SV-1 Tarkett, Coordinates #57010 Blue Heather. LU B-1 RopP a CT50 Gray, ii-- # G y, Toeless , 4 H. B-2 Red Oak base, stain to match Architect' s sample; Finish: Sealer, two coats clear lacquer, size and profile a.s per drawings . 1. P-1 Miller #5421W, Finish: E,-.gshell. v✓ P-2 Miller #5422M, Finish: Sergi-gloss . d P-3 Miller #5423M, Finish: F',at. r 1 P-4 Miller #5545A, Finish: Semi-gloss. L P-5 Miller #5535A, Finish: Semi-gloss . 1 � P-6 Miller #5890W, Finish: Flat. 1 ' P-7 Miller #5524D, Finish: Eggshell. P-8 Miller #5424D, Finish: Semi-gloss. 1 e PL-1 Nevamar #5-5-43T PL-2 Nevamar #S-6-37T I PL-3 Wilsonart #4626-8 Blue Nebula. i ACT-1 Armstrong, Second Look I , White. REVISIONS ACT-2 Armstrong, Artran Fine Grid, White. ST-1 Wood stain to match Architect' s sample, custom grey transparent stain on oak; Finish: Two coats medium lustre c]-ear lacquer. i i DATE J FILE _ JOB DUJN IC44K PERM'I'T NO. NIJp 9(.)-(-)315 9 OF 1.7 OF 314EFTS mang7117 t l I I I 1 111'[111 Illltl 'IIII111 I�IIIIt I>jl�tijl I IIIII111�l1t�i�l�Ill�ll ,llilllll�ell�illilll� IIIIIIIIII�IIIIIII�III�IIIIIII�III�II��IIII�tIllli���l�IIIIIIII�iIil�t��ill «. t r NOTE: IF THIS MICROFILMED ( r 2 - _ 3 4 5 6 7 8 9 10 I I 12 DRAWING 1S LESS CLEAR THAN a '� THIS NOTICE; IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE ez 92 Lz 92 Sz 1PZ EZ zz IZ 02 61 81 LI 91 ) i►1 EI ZI II 01 -6 9 4 9 b E241( ,..--" <<IIIuuI���I�mI��II�II��Ihuilu�Ilm�lunll�ll�ni�lnnl��id�arl�e�l►��►lauluullulil►u�llltll`.�Ilulllu�I!IUIIuII�inl!J�1�llnultllnullullllulnnllullmlltu�ltullllutltnluullll��w1u11111111111IImIlu�llnullw�w,'`�u1u11�w�tlluulllulntlllWlntl �' . L, jk 19 C 7�1, M B T 1991 i z � LIGHTING SCHEDULE �GµT !-� 8 r Lxty t < rJ '- `\ w 1 "!ARK TYPE/MODEL # MFG LAMPQTY NOTES14 _ A WAC 17 MW2FC Crouse-Hinds 175MV 3 A- 9 _ a oz N / n nor B RNTS 94/TCP4/LRLMF!LG14/PK Sun Valley 70MV 2 1,2 7 U 3 10AC TWS6/LRMF2/LG12 Sun Valley 50MV IPA 1 9PA 9 � I f O 0 M700-521S-1700CHalo 50MV 5 p. �-� O E M700-54OS-1700C Halo 100MU 3 n w cE b :k 11 F 6581 Lightolier 13W Fluor 1Xe r f~ 8 eKAes-t v. 12' C.C. G C7300-Y O ajOFF11' �� rn' Kurt Versen 50W Par ZO 9 Xr11 r• _l._ P �L.0_ Q ' U E � H C7302-Y Kurt Uersen 100W Par 38 '0 o a E7521-Y Kurt Uersen 150W A19 Softwhite 2 Q X,. 3 K #1023 Halogena 50W L-19 4 3 �, M� �aY-►n c�tLir�� 5us�c��►sio � I .� COMPLY WITH U6G STAfyDAFtD Mo. 47-18 K.1 #8606DX Halogena SOW 1 r� L F79FR881 Atelier 150 A19 3 4 Q \ �N p International Lighting El M C240-8 of Main runners, intermediate duty, support with No. 12 wire at 4 ft. o.c. Daybrite 2 40W 02 Cross runners supported by main runners or other cross runners. N C248 Daybrite 2 40W 5 AFF, - -- ----.• b t XP r F1 O3 Provide stabilizer bar between all members at perimeter and not attached to P 2RVG6 18 cell I wall angle. ( ) lithonia 3 40W 84 � 0 O H H � IT t�v. Q WA142 Daybrite 2 F40RS 1 p i`iIT- U Hanger system to begin within 8" of perimeter. ' \ i r 5 Lateral bracing system to begin within 6 feet of perimeter and within 2 R 40411-8 Daybrite 2 F40RS 26 5 P P II taches of cross runner intersection. 12 ga. wires secured to main runner l- F_ ff , and stlayed 90 degrees from each other at an angle not exceeding 45 degrees S 8TSS140/SS130 Lithonia 1 F40 Staggered Field Verify from the ceiling plane. Brace at 12 ft. o.c. .each way. OQ, O� OG f +�I 6O Strut at each lateral brace location. 0110 Fr— 07 At hangers more than 1:6 out of ;dumb, provide counterslope hangers. O �_Ilt.` n° 1` 08 Where hanger wires are not possible due to obstructions, provide atrapeze - - or equivale11 nt device. Trapeze suspensions for spans exceeding 48 inches NOTES' �1 shall be a minimum of back-to-back 1/4 inch cold rolled channels. I V OConnecticn devices to the supporting construction shall be capable of 1. Factory paint light fixture, Architect to supply pa-int :olor sample. Xf. p\ I 4' p'FF carrying not less than 100 pounds. Light Fixture Support 2. Provide 9'-0" straight pole (factory paint) . O 10 � A. With "intermediate duty" suspension systems, 12 ga. hangers shall be , attached to the grid members within 3 inches of each corner of each 3• Provide Halogena low voltage remote transformer (T-4) . +,6 r"LWrr �,� F� Gw, + I p o �► F-,r: 'fixture, tandem *4:turoa may use common wires.. 4. provide semi-gloss black reflector. ��'� 1'�v B. Light fiytures weighing less than 56 pounds require two 12 ga. slack 9 �jG��,T X1. ���;' 1 wilraa rrom the fixture housingto the structure above. Uj t o •& F,F < < --- - Uf C. Light fixture in excess of 56 pounds shall be supported directly 5. Chain hang each fixture to required height. o,K� Ga01=FIT + g -� � cF �"'— from the structure abode. 0. All lighting fixtures shall be positively attached to the ceiling �'� oK O� suspension system. �? FIT / LU GAG, + Il'� Ci u A I F.F ----- y i ou 00 lu E S lu REVISIONS j 1 . - DATE JOe NO. &01 00 DWN. r—f9 CH K. r FIRST FLOOR RL'=LECTED CEILING PLAN I-'E RM l'T NO. L-+I.IF' 90--r.1.'.'15 1 (i OF 1 1 ._ 10 OF SHEETS goo .4,1111111w,,. (11 ( I I ( IIIIIIIIII (II111 IIII1�1 'lilllll I(III�T I'I�111 I III'IIIIIrlllltl!�IIIIIIIIIIIIII IIIIlIII111'IIIIIIIIIIIIIIII111 IIIIIIIIIIIIIII illlilllllljr p;i Illllllllllllll 1� I NOTE: IF THIS MICROFILMED ��--- ( 2 3 4 5 4 6 �4 7 8 9 I� I I� DRAWING IS LESS CLEAR THAN .. THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 LZ 92 SZ4 10Z EZ ZIIZ IZ OZ 61 BI LI �91 SI bl EI ZI 11 01 6 9 L 9 c, b IE Z ,,--'• r�!rI1111�1111i�I1111111�IIIIII111I111111111I1111�111111111�1iIIIIIIIIu/1�iluIIH1i1111�1111INII�1111iH11;111lIIIIII�IIIIII111�111i�l111�!Irllllti�llIIIIIII�IIIIII►II�IIIIIIIII�IIIi11111�111111111�11111NII�IuIIII��{IIIIIIII�IIIIIIIII�IIIIIIIII�IW��iUI�IIIIVllllJJ.II�lIII�IIII�IIIIIIl�l�11N - C Ej M B E It 19 1991 Mme..,., ,... _... __ ...,....�.-..,..�..,—-.....--_ 1 1 '2 3 4 5 6 t 0 N 0 JajM1 z Y � 9 i n W 14 '. •r 0-4 r X�' _ d J oll G Lr) p PP 14 ��. o I!i'-IT' \ P P4'.v-01 1 U-<F. Li p- Va J� a ./�-•- b p� P P 1Ar- F — rC j 6iJhP G►,•,li, t �i-vl �,F� -T fP, VIP r - _ I o VJ o t� xol� � p� �Er.. / GSI l►�tiw F, b -d G H� r.1 .a J ti►G �,.Jo►�t��G��T LIGHT x � oC FF \� - - _ ---- -- _ E IF-d � - — Z V L r p • L. Z N REVISIONS L LIewH , ATE t=LPM ria- e o 00 G J013 NO. Dm. F. r'• CHK -^^ UGH SECOND ' FLOOR REFLECTED CEILING PLAN FIXTurr-tr 8 M y F'P:R'M T'1 Nn,, I3t Ih' p. OF SHEET'S ' .f o � .w+T. er.n.....+w.vo-.♦ .AM.vaMY.�p.M+V.Mb.•.�•.M!/M. ... �...,�� ..+r,au.we.au.M,•.+m. ..i+.�ytiY«....p�w4ww.+�.r•pMyi�P+�ain.w+fM11 . �rw.r#i.P�pwn�+r rau,..v-oae.�M!e++rruur�.+�. M.w�o�.y.Mwl� 1 11` I I I l l r r r r l l 1 1 1 Jill I I I A 1 1 1 1 1 1 L, ,. .. ,: •.., ... �.,.,. `I ! 1 1 1 ! 1 1 1 1 I— 1' I I I l l I' 111111111 111Jill 1I111111rI � r111rIIrIIIIIIIrrIIIIIrIIIIrlrlrrrrlr a V I I I ! 1 j S I I 1 11 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( III ! y I NOTE: IF THIS MICROFILMED — I 5 ♦ 6 7 8 9 I0 11 12 DRAWING IS LESS CLEAR MAN THIS NOTICE, iT 1S DUE TO THE QUALITY OF THE ORIGINAI. DRAWING. awis.. _ OE 6Z 8Z LZ 9Z SZ be EZ ZZ IZ OIZ 6I BI LI 91 SI bl EI 21 II 01 6 B L 9 5��� b �I... 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C1 m 1 /TS 5' x�'jN rc 3/16' 3 `'J; v �'m /-`�:.11`i Q'F ' j• 1� O S1 LOCATION AT I — , I i , 03 1 1 MID HEIGHT 4-6, - - -4'- ' ------------- -- FOOTING', STEP r _ ___ - �tl% __ r J L-, r-_ O —B�ETJETA1Ct I ---- d A , E $1 $-Z - E - _terr I - -------------- -- ----- ----- --------------------- 1 ------ ------- --------- +t 8-2 H ® ---- --- �.J � 0 1 J-- ----- ----- I r------- ---•-- ---------- ----- - - ----------------------- L. ♦ - — - _4 6r F S-3 i i 9 8-2 8-3 S-2 8-2 I tOF TOF S-2 11 II � � � o N DTE ; la �°'GF A1.4.._ e,4 G, I I I I I r`i�J G e�� /"^7� -- - -4-b" (�37 i2 FOOTMG 8TE 15'-01 I I 8 1 1 r r L 4 SEE DETAIL I 6- 13 16- or lu l i I I '3'-6' 1 ' -3- i 1 __— ---- 1 _..._____ __-__ I•✓'-3' Ib'-2' 9'-3' 28'-D' I 1 I Z 1 I pn�Sr.�il•�tr,l.,. r,ANE L IJ i NIE�. � REYISIONB I , I I - 1 ' E, i i 124'-6' — I I I I C J. , 1 1 1 i i TOF I I I 28-2 FOUNDATION �i I LLAN 05 --------------------•------- ----------- -- ---------- I COLum � FOOTING SCHEDULE COLUMN/BABE PL. FOOTING REINFORCING REMARKS ! la Q - INDICATES PANEL TYPE. BE � � � 0' TO 1' x 1' x 3Ab' i►'-b' x b'-b' x 20' i- 3 EACH WAY DATE 2D em+7r. "1d - ALL PANELe, To BE TYP>c PANELS UNLET OTHERWISE 0 NOTED. SEE I FOR TYPEQ 2 t8 S' x 5' x 3/Ib' 4'-a' x 4'-a' x Ib' 4- �4 E4C.H WAY ` II I II PANEL 2 1/2, DIAM. STANDARD ,101:3 0293 D_9 12 -D I'J Gj" 12 -m _ $ _9 P�-2 STEEL PIPE _ �'-6' x 2'-b' x I6' '— 2- 04 EACH WAY 2.) /mom - - INDICATE6 DEPTH OF TOP C>F FOOTMG O4 CONCRETE PANEL 4'-®' x 4'-D' x Ib' 4- �4 EACH QUAY :14K CC:V / BELOW FINISHED FLOOR -- © CONCRETES PANEL 4 -O' x 8'-0' x Ib' 4- 04 Lra'131T' ' 3j WALL-T\rloCli 0 D- �4 rilgNe. __ 4 x 4 WOOD F'�OST 2'-b' x 2'-b' x Ib' 2- 04 EACH WAY vLMK PLO? DATES - 6 1/2' CONCRETE 24' x 24' CONCRETE — S✓IIIMW - 11415, •� VAN DOMELEN/LOOIJENGA SEE 14/6-2 6 -D x i -IC x 21L� 6- �4 EACH WAY S✓12/IEID - '.FIS i'E:I-,,`j L'T N0,. I+t..11 ' y!. ; , 1 `, 1 - 2 x 6 STUDS AT Ib' 01H CENTER lI/U/1IW - I�,I�D McGARRIGLE/KNAUF SM/b!� - �8b 3933 S.W. KELLY AVENUE t:JF` I 2 . - 2 x 4 STUD6 AT Ib' ON CENTER S MA0111D ' W%b1 PORTLAND, ORE (503) 222-4453 0293S-1 a/18/IS61D - — T 4 - — --- of SWEETS 100MA IN_w .,. . „ . (11�1111111I11111Jill 111'Ijl 1111111111111�1111111111111I111 11111 III'Illll 1111111111111Ir II►11111111111) 1111111 1111111 111111 1111111 1111111 1111111 1111111 11!1111 1111111 1111111 � N � I 2 3 4 5 y 6 7 I 8 I 8 1 110 1 III I 12 N('fE: I F TH 1S MICROFILMED — • -. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORII�INAL . DRAWING. OE 6Z 8Z LZ 92 52 bZ EZ u IZ OZ 61 til LI 91 51 til cI 21 11 0! 6 9 L 9 5 b^ E 2 1"•L*' ter' itI1111111111111111111111 uuluI1111111111111tlIIN1111g111111111t11tt1llt►nlutl IIIII�II NIIIIId1I11�11HII11.I1111Illlllllll�llll!11111111111111 Jill I1111111111-11111111111th1 ullluul ulllltu�InllI1uI111�U11111n11u1I tnIII111I1fIlIIWWilJl1111IIIIlli11111111I1111))IiIIIIIIIllUI1111 D JFJ' C E M B E h 19 1991 LOCATE CONJECTIO14 AT MID-HEIGHI' AMD I'-0' BELOW TOP OF FRAMING, BOTTOM TOP OF FRAMING (2 CONNECTIONS MR PANEL JOINT) LOCATE CONNILCTION AT MID-HEIGHT AND 1'-D' BELOW FOR REINFORCING CALLED OUT EACH OF PLYWOOD WHERE PANEL JOINT OCCURS AT BEoltM LINE, LOCATE TON' OF FRAMING (2 CONNECTIONS PER !'ANEL JOINT) FACE (E. F. ) LOCATE 0'-I' tUX CLEAR � ONE PANEL CONNECTION AT MID-HEIGHT ONLY. WHERE PANEL JOINT OCCURS AT BEAM LINL E, LOCATE OF EACH PAL FACIE - - --- --- _- - � ONE PANEL CONdECtION AT MID-HEIGsI•aT ONLY. TYPICAL�• �',IN " -- 10%'A"D '-3' X 3/8° X i'-0' FLAT BAR I, ,.--0'-1' CLEAR DO NOT S/li 8 a 1 a �4 CONtMUOUS AROUND ITH ?- fr1' DIA X I'-b' NELSON OVERHEAT FILLER ROD PER S-2 -�PERIMETER OF PANEL BARS BENT AROUNp EXTRA OUTTMWL.Y CONNECTION: 1/4' PLATE x 0'-3- Tf X 0-111' WITH U4 BLOT AND 1/2 DIA CENTER •j PANEL TRIC 10666 EMBED ANGLE PER VERTICAL �4 BAR DY 4 -0 ONCs HOLE. PEND TOP AND BOTTOM LEGS N OPPGBING A8 SPECIFIED EACH PANEL ay 28, , / TYPICAL THTC PANEL - DIRECTIONS TO FILL JOINT. _ 'a FOR !� V2' THICK PANEL - BEACH SIDE. DO tj 4► S C v AN 10 04 AT 1 U. ON CENTER EACH 1/4' 8' NOT OVERHEAT. WAY - U. O. N. e I � — 3/4' GH RAT * f _- WELD EACH LEG. EXIIERIOR FACE U. O. N. -� '�E /TWO CONNk"CTIONIS FOR EACH ®'-8' LONG FILLER RDD BY JOINT 3�6. 4. DO NOT OVERHEAT EXPOSED PANEL EDGES i, pq SIDE OF PANELS AT MID WIDTH •> I/8' 0 Ii HEIGHT AND I'-0' BELOW o a N x 2 I' x . x x I'0' ANGLE TYPICAL FANEL EDGE 0 / TOP OF FR,4MNG WITH 2- I/2 DIA x I•-b NEL80N iEL / 2 1/2' X 2 1/2' X 3/8' X 1'-0' ANGLE INTERIOR FACS - DEFORMED ANCHOR BARS BENT — 't WITH 2- I/2' DIA. BY I'-b' NELSON (POURED UP) OVER •4 x 4'-0' VERTICAL �,,,�• I�EAVY TOOLED EDGE At I DEFOR'1ED BARS BENT OVER EXTRA BEE DETAIL 2 FOR ADDITIONAL D i ---__ -_—, -- S?2 OR 8 a 04 BY 4'-0' VERTICAL &APACE POURED UP j NOTES AND S-a INFORMATION 2� f '� l- M� � --•-•--__ � _ 8 2 6. FULL HEIGHT At EACH -._ I� �- 3' X 3' X 1/4' ANGLE WITH F- I/2' DIA. X 0'-i' J-BOLTS I I BICE OF OPENIN116. AT 1 .- AT 2'-0' OPENINGS LEQ�S THAN 3'-0 - —�� � fW � X 1'-0 STOP REINFORGNG \EXTERIOR FACE U. O. K 2'-0' BEYOND OPENING ---- EXTERIC+R FACE U. O. N. BACK UP ROD. 15" OF JOINT WIDTH. NOTE: RAJ ANGLE FULL HEIGHT AT ALL OVERHEAD DOORS ♦h.. ` x WHERE 2'-0' EXTENSION IS I I � . � LL 3/4' TYPICAL d"-I' CLEAR 3/4' CHAMFER AT ALL 4 NOT P0881dLE PROVIDE ---"'fff TICAL CAULK JOINT PANEL DCBE ,G�NCzj,-E S-2 90' HOOK x 0 -6 EXTERIOR FACE U. O. K EXPOSED PANEL EDGES 2 6b AT TOP AND BOTTOM ADDITIONAL NOTES AT D!I (&- ADDITIONAL MOTES At DETAIL (�S- OF ALL OPENINGS. EXTEND 4 a'-0' BEYOND SIDES OF OPNG. S-2 ®NOT P a' EXTENSION IS 2 PANEL CORNER C�CTION 3 TYPICAL PANEL. JOINT /���� NOT POSSIBLE PROVIDEK2\t-..2- - P�'�M�t�LEDGE DETAILS J PANEL CTIC 1 1p !!@ HOOK x @ -b `7 FDN-2 1 I/2' . •@' L► -2 FDN-3 1 1/2' 1' m' - ON FOOT SECTION S-2 �7 FDN-4 I I/4 . I O CJ_2 FDN-5 I' . I'.®' PDN-6 I' i'-@' S`a rte,• FINISH FLOOR N.T.S. c- �7 g - CAST C',JNCR1='fE TILT UP WALL f• O�F JILL) 3' x 3' x I/4' ANGLE WITH III' DIA. @4 DOWELS .t 0'-4' 1( -- BOLTS AT 2'-0' OG. O <! AT 4'-0' OAC. BENT OVER WALL BAR _ d OR USE 1/2' DIA THREADED ROD X 2'-0' I'DGE ANGLE AT OVfERHEAD COORS V ■�■�� /� �� N LOOP INSERT OF FLUSH SHELL � �TOOLED PANEL EDGE 1 TYPICAL 1'-ICAL TILT-UP PANEL '® TYPICAL POUR JONT (PJ) SIMILAR � STEP ' EXTERIOR GRADE 1/4 O TO COLD CONTROL JOINT EXCEPT RUN ' AT MAN DOORS I'-i' �'J' S- r�1�21-1'�•}IGh FDN-I 1/4' . i'_0' 4 .'- 04 W15AR X 0'-4' REINFOACtNG THROUGH JOINT i �,• ,. • �:� _ (— in CAI SLOPE SLAB 0'-I' IN I'-@'' 9`8. BLAB WITH TYPICAL REINFQRt:IWCs AT 4'-0' O. C. TO MATCH SLAB N01'E= 404:• `� o AT OVERHEAD DOORS REINFORf.-IN1G At CONTRACTORS OPTION, A I/8' x I I/I' SAWN JOINT MAY BE PROVIDED. JOINT TO BE SAWN AS SOON AS POSSIBLE WITHOUT SPALLING O \ - d! \�DOCK R i a. a 47= STOP REIPFORclAY 0'-3' 1/$' X 1 1/2' PLAgTIC STRIP SET _ , GLEAIF OF JOINT WITH GUIDE OR SAW GUT. p0 p o pp - -.� - �,,,�•� B b` ' T.. - ) z Oo ... Eif if I �, .. C a'' rr • �, TYPICAL TILT WALL REINFORGNG. A --T _ I p • •. •• �p F o ?. I ' PRG..ECT I'-i' TOP AND BEND INTO - �0 0 / V. as.c� . COp1P,AC LAT EAGi, � � SLAB `' - =1,•. _ � '' V 4:� .L - USE CRUSHED I' BEND PANEL RE INF R2CING INTO 00 .cm _ UNDISTURBED SIDE 9 FNSID v SLAB I'-b' OVEIC 04 « PAVING OR GRADE --IT- e r AW14 rso 0 . • SHIM PANELS At 8'-@' O.C. MAXIMUM ' "''• 0.. F O ATC44 FOOTING REINFORCING V '__—COMPACTED SAND OR GRAVEL . (MINIMUM THREE SHIP18 1tiER PANEL)AND '`� ' �•°� WITH �5 TIES BY �� 'p • GROUT WITHIN 24 HOURS OP SETTING ",PANEL REINFORCING , I SAWN JOINTS: JOINT DEPTH AT I/5 OF GLAD DEPTH. SAWING =-� i_ - S-J - µ , TO OGrUR A8 SOON AS CONCRETE CAN DE - " . m PANEL. -L VERTS AT 4'-C' ON CENTER STI 150TT - U. O. NL SAWN WITHOUT SMALLING 0 - r J- _' '. . • - rD � ' STANDARD HOOK WT a. L JOINT CC.JJ FOOTING SIZE AND w 1'_0' 04 CONT. TOP AND BOTTOM REINFORCING - SEE T7'PIGAL FOOTIJJCs A'JD REINFORCING MIN. FOUNDATION PLAN 1/8' RADIUS TOOLED EDGE 3/4'x 1 1/2' KEY. TOP • INJiD @B MAX LOCATETOM SLOPE Imo, „_8.' I • �.a . JOINT At MID SLAB DEPTH ----,� • • . `1 BLAB AT WA LL/POUR JOINT S SLAB EDGE AT DOOR OPE 1W.. 9 t LOADING DOC�C - TILT WALL 10 �OOTINCs STEP ' �-2 FDN-, I' I'-@• �-2 PDN-8 I' ...-.__ 11 8T0lQERONT GRID �' _'1 FDN-il ENTRY P . I'_®' 14 I/2' 15EARNG PLATE WITH 4- 1/2' DIA S� COLO �D CONTROL JOINT (CU) 3nb DRILLED ANCHOR BOLTS (PARABOLTS EQUAL) O � I T8 COLUMN - SEE PLAN � 1/8' RADIUS TOOLED EDGE 1/2' X I'-0' SMOOTH CREASED C �- L 2 1/2' x 2 1/2' x 3/8' )( DOWEL At 2'-0' ON CENTER BLOCK OUT SLAB FOR COLUMN FILL 4 I'-8' WITH 3- I/1' DIAM. V fN1' / AFTER COLUMN IS PLACED. PROVIDE I/4 I' la' ANCHOR BOLTS . V ® I I 30 U N C. DUILL NG PAPER AROUNC' a 8' GAGEAT � O COLUMN TO I' ABOVE FL OM AND TRIM FINISHED FLOOR FLUSH WITH FLOOR AFTER PLACING U - ----- -- - � �' •a '' CONCRETE. - ^ � " t 1/2' PLATE x a' c I'-8' 11/2'# STD. PIPE GUARDRAIL ellh . � Q ' ` 3/8' PLATE X 3' x I'-8' . DOl1ELED JOINT INSTRULu CTIONS: ` • _ 1/2' CLR WITH 3- 1/2' DIAM. x 12' COMPACTED SAND OR '^ ANICNIOR BOLTS AT 8' GAGE I - DOWELS ARE TO DE SAdL�I OR IF 8I$ARED GRIND _-�- - -- °' tw ° ENDS TO REMOVE DEFORMITIES o` o /GRAVEL BACKFILL. DO a �, ,�. a I� a:' 11/2 + POSTS /( r . ,.�:o .°� $ NOT FILL WITH CONCRETE. ,I . I� _ �� 2 - CAREFULLY REALKsN BARB AFTER TROWtLING SLAB oQ 8- �6 VERTICAL HORIZONTALLY a cpp a I� ��• TO INSURE BAR IS P1rRPENDICULAR TO JOINT � i� - CONTOUR GROUT SO WATER ' ' R1N8 AWAY 1 DGES NOT 3 - GRE ASE ONE END OF�RIGA,LLY • •. 7 � i i � • y • . '�' I' N- GROUT STAND BY PIPE • 63 TIES '�' �! D Ct�OULED •.: ; 4 FOOTING SIZE AND - 3 AT 2' ON CENTER TOP L • AND BOTTOM I � JOT REINFORCING AT - 5 AT 8' ON CENTER TOP AND BOTTOM - - I FOUNDATION PLAN NOTES: - ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS i - BALANCE AT Ib' ON CENTER , PIPE INSERT FOR HANDRAIL - . . : . . WITH a - OPPOSING -SEE PL,4VS AND SPECIFICATIONS FOR TYPE AND L OCATION � _ OF JOINT. - 0'-3' CLEAR , 0'3 TIES X J ' '• n ri l) �F00TNG SIZE AND REI ING 2 IC�4L CONTROL JOINTS 13 INTERIOR COIr»IMN AT FOOTING 1,� PER PLAN 2 - 04 AT TOPLu FI7N-I2 I I/1' . I'-@• v�✓L1»N 111 5E4.�T101�1 1� 'B�CTION l�'+1T COLUMN S-2 FDN-13 to ■ I'-0' o Z S- FON-Ib is I'-@' 04 AT I'-b' OAC. VERTICAL (' CRETE PANEL ;C- !'_RETE SPANDREL S- FDN-15 1' . I'-0' v 04 AT I'-@' OG. HORIZONTAL 3/4 x I I/.t CONT. KEY —•--— __ _ __ _ _-_ TOP OF_FRAMNG I I/" CLIA RE V I S IONS ---__--- - ---- ---I - PAVING OR GRADE i— -•+ —w_, 04 AT 1'-0' ON CENTER - SEE 3/S-2 FOR ADDITIONAL 1 = NOTES AND INFORMATION �i - - 9 3/4' PLATE x 2' x 2'-b' • • WIN 2' 4. .7- M x t-'__?AROUND I EACH 3/4' D IAM x 4' STUD N CONTE PANEL CONCRETE PANEL. C______- _ _ IF'N S12'-b') DATE —�C FILE L b' x 4' x 3/8' x 2'-9' WitH a- I/!' OIAM �O� ��� I/4 x 18' NELSON DEFORMED ANCHORS, 2- 3- 3/ DIAM x 4' NELSON/ AN 3- 3/ x b' NELSON STUDS A,7 4' LECs, rla� LOADING DOCK RETAINING WALL DtN�I CMO CHK CCY 8tUp8 r0 6 LEGE AND 3- 3/4' DIAM. x 4' NELSON STUDS 2- 1/1' DIAM x 18' LEON 9T 6' LEG DEFORMED (1 �' -2 PDN-14 1' a I'-p' S-2 \ TOP AMO BOTTOM) 2- 3/4' DIAM x i' NELSON 610�� SPANDREL COMM JECTION 17 81�'r4NOREL SECTION STUDS TO 4' LECs 9/14 1990 - 12:32 VAN DOMELEN/LOOIJENGA , - FDN-I, I I!2' . 1'-0' CJ_ FDN-18 to I'-p' 9/14 - 14:4 MCG 9/14/1990 - &1 ARRIGLE/KNAUs= 5 PE'I'T'I"I'f T' NO. SUP 9c"I---(.y.:'1 SAC.,1990 - 14,34 3933 S.W. KELLY AVENUE C:\ACAD\VDL\0293S-2 9/18/1990 - 14,49 PORTLAND, ORE (503) 222-4453 OF r ,a.,......., ,, � �Iw-• MwMYW ETS t � - • ♦ - 1 �... r .•-, - • 1I Y' a•�N .. , w,.»�M�'1M � M. .....Y.i..w.�; I.gyrMr.re++u __- � ._ .. •-.�'i�■. .: �• :es..., n. e.::..i.n���'�..� i.:...yR.riN�-r.c's�ap.rwW.Pf.-.wt-r. 1 - 1 II 11I1111111111�t�11111111111i111111111111t111ti11�1 �lllf'I�III Ill�filllll�ll 1 llIIlIII 1111111 111111111111iII Illtlll IIItIII 111t1JI lllltll II11111 !111111 1111111 f now » ._1._.____— I 2 3 4 5 y 6 7 ' g I g ( jtp I 111 I i 2 NOTE: IF THIS MICROFILMED - � _ _ DRAWING 15 LESS CLEAR THAN d. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - ------_-_— OE 62 92 LZ 92 SZ tiZ EZ 22 12 02 61 QI LI 91 91 V EI 21 II 01 S 9 L 9 S b E Z 1a'■.a.+ ff II II--•• ��.. I II-- i�I,IIIIItIIIIIIIIIt11UIlUlI111111111t111,IIiIIIIMIIiItR�IUIIliI,�� t III111tlllllul{IIfIIInf1111�1111111uuMUI�tI11111►i!IIIIIun1111�111ululllllnlllullnLlunl1111111IIIIIIIl1U11�11(I1u111111t1u1111n11lulllulnllWAlnlIflNIIl1NIlU11l111I1i!11111111�NW11111 C :� BEIt �� 9 1991 12 04 PERIMETER 2- 04 AT TOP• OC - ---------- ----- •-- _--TI?L' OF FRAMING TOP OF F'etdr'IING ,r• . 2 35 FULL HEIGHT 3- EA. FACE -�_- -- Y c6, a OCis C v AN 411 d TYPICAL 01190*0RCING 04 AT 12' ON CENTER 2- �+ �- EACH WAY ' CLR ` \ OPEN - Z- 04 �J 2 45 A15OVE AND BELOW IdiDIN --L 2'-0, / TYPICAL PANE OPENING 2- 1e5 x N INF•ORCING \03 TIES xL� __aa�AT 24' ON CENTER FULL HEIGHT TYPICAL REINFORCING 04 AT 12' ON CENTER y EACH WAY -- TCP OF FLINGAT PANEL Z "1 /4' CLR r�L_ FRA1"11NG d v �4JL L 4- 45 FULL J r-•r .... ( ip WIDTH U ;r 3- 'S EACH FACE O FULL HEIGHT -3- 5 EACH FACE WITH U 03 TIES AT 12' ON CENTER 'r1 TIEB AT 12' ON CENTER o FULL WIDTH �' I' GL FULL WE444T OG H- I W dTN- Q 02 TIES AT 12' ON CENTER 3- 9 EACs, FACE WITH W 2- 03 FULL HEKaHT FULL HEIGHT 2_ µ rl TIES AT 24' ON CENTER -FINISid€�FLOOR SECTION FULL HE IGtHT --- -•------ - -- $ O ~ FMISIp FLOOR -4 SECTION AT P 1400 It I • O PANEL ELEVATION® 5 1/2' THICKr2*�NL PANEL ELEVATION0 5 1/2' THICK Z Cn � -3 83-1 K T. S. / 3 63-2 N. T. S. �-f GP'l.� �AL H�►J BACK FACE OF T. S. / � �' COLLI-N WITH BAC+: FACE OF ,- I' IZ Orr I�(I�'t -,- 2- 1 � PROVIDE 03 TIES AT b' ON CENTER � � COr(CRETE PANEL ONE LOCATION - SEE PLAN T. S. b' x 3' x 3/Ib' F /2- 04 AT TOP TYPICAL REINFOI�CINCs Z- +4 AT TOP TYPICAL PANEL REINFORCING a �. k AND ENDS '4 AT 12' ON CENTER /AND ENDS , _ '4 AT 12' ON CENTER EACH -EACH / WAY V2' �Np PLATE x 3' x 5' WITH 2- 3/d' V`IAM. x 4' BEAM STUDS AT 3' ON CENTER e I I``} "�itt0� ABOVE Oil TYPICAL PANEL U 4- 04 EACH FACE - - 4'-0' 4 _O /FULL HE ICsHT t p IMP 2Pi 2 � 2- 45 FULL WIDTH J ~ U r3 TIES AT 24' ON CENTER A \2- 03 FULL WIDTH FULL HEIGHT e 3 PANDREL ELEVATION - 5 1/2' THICK SP�iDREL ELEVATION - 5 1/2' THICK 5 REIi�. C,4LC�E AT �,4h'I BEARING I I1 83-3 N. T. S. �O TS COLrrll I'N AT TILT WALL � Nil. �•+, •r�tarl �^/ ��i -3 STRUCTURAL, NOTES -3 53-4 N. T. S. 63-5 11/2' I'-®' - *Sc Y CONC$ $ WOOD CHORD PLYWOOD WEB JOIS'T'S 1. These notes set minimum standards for construction. The drawings 1. All concrete to be provided b a read mix !ant with an ' govern over the General Notes to the extent shown. P y y P • 6. Provide the following reinforcing around wall openings larger 1. All joists (TJI's) shall be manufactured and designed by Trus established quality control program and standard deviation data than 30" x 30": Joist Corporation or riot approved oast manufacturer t 2. Contractor shall verify all dimensions and conditions on'drawings in compliance with ACI Requirements. Prior to placement of a. ,_ ,1 P PP j o the and in field. Coordinate locations of openings through floors, concrete (2) 105 over opening x opening width plus 2 0 each side. following load requirements: provide mix design for each type of concrete, clearly b. (2) i'5 under opening x opening width plus 2'-0" each side, i� fGP�L P roofs and walls with architectut.tl, mechanical and clRctrical labeled as to the area of proposed use. C. (2) 1�5 each side of opening x full story e ► pians. Notify Van Domelen / Luoijenga / McGarrivle / Knaut 2. Minimum Mix Requirenents: P 9 y h ight. Floor joists: r., I t••I Contsultinq Engineers (VLMK) of any disarepancier,. d. Provide 90 degree hook for bars at openings if required a. 50 psf live lord (office) • �' r `-- Location Compressive Slump min_, Admixtures axtension past opening cannot be obtained. b. 20 psf dead load (partition) 3. Contractor shall provide all necessary temporary support prior to Strength lfl �al Cem. completion of vertical and lateral lead Systeme. VLMK has not fMin• l Content 7• Provide (2) /4 continuous bars at top and bottom and at c• 15 psf dead load i 1 (4 /� . Cf �, �G been retained to provide any services related to job site safety (Sacks) discontinuous ends of all walls. t precautions, or to review the means, methods, techniques, 4. Provide (2) 105 x opening dimension nius 2'-U" each side around 2• All bridgint, bearing hardware, blocking, hangers, etc. , that �� ti� �4 �-• sequences, or procedures for the contractor to perform work. Footings 3000 0-5" 5 None all edges of openings larger than 15" x 15" in structural slabs connect to 1t1e joists shall be per Trus Jvist Corporation ✓�, �-►'� . I Unless we are specifically retained and compensated to do ,_ ,� 1, and place ( 1) 14 x 40-011 at 45 degrees to peach corner. standard details . otherwise, our work is limited to the design of work described on Slabs on Grade 3500 2-4" 5 1/2 WRA (b) 9• Provide dowels from footings to match all vertical wall , 3. Joist erector shall exercise extreme care during erection of }..- our. drawings for this protect. (Interior) pilaster, and oolumn reinforcing. La 30 diameters or 2'-0" joists to prevent the 4. When, reference is made to ASTM, AISC, ACI or other standards the Use C.C. (d) { minimum. P spreader bars for lifting joists mand cprovgide., lateral.bracing as latest issue shall apply. 1 PP y' Slabs on Grade 3000 2-4" 5 1/2 WRA AE { 10. Alternate ends of bars 12" in structural slabs whenever necessar y damaged joist from :.he job site. Do not / , (c) possible. Y• Remove an 5. Inspection and/or job supervision is not provided by VLMK. (Exterior) 11. All wall reinforcing to be placed in center of wall unless shown attempt to reinforce damaged joists. 6. All work shall be in strict compliance with the Uniform Building t . otherwise on the drawings. 4. Shop drawings and calculations shall be submitted and Q Code as amended by the State of Oregon and all other state and Walls & Columns 3500 2-4" 5 1/2 WRA/PT20 (e) 12. Contractor to provide design and additional reinforcing req»tred calculations shall be stamped by an engineer registered in the local building requirements that apply. for lifting tilt-walls. State of Oregon. 7. ' Design Criteria: Miscellaneous 3000 0-5" 5 WRA b 13. Provide shop drawings of all panel reinforcement for review. 5. The joist manufacturer is to inspect all ( ) p joists after the), have a• Basic Roof Live Load. . . . . .25 �/sq. ft. been erected and floor and/or roof sheathing, bridging, blocking, � � b. Floor Dive Load. . . . . . . . . . .50 #/sq. ft. a. Slump exceeding specified limits shall not be incorporated WOOD FU RING etc. , has been installed. Manufacturer to submit certif_ic;ate to I,, �I�I �I� C. Wind.. .,. . . . . . . . . . . .UBC 80 mph Exposure B in the project except by written approval from Engineer. 1, All lumbar species and � ti �•� � � UJ b. WRA a Water Reducing Agent VLMK that the inG { P grades to be as follows: pec., on was made and that joists are n K nical equip . . . ' mac . . . . .loan IIb C. AN - Air Entrainment a• Joists, beams and stringers. . . . . . . . . . . . . .Douglas Fir #12 acceptable condition and meet the manufacturer's design and � 8. Mechanical equipment mechanical and sprinkler piping larger than ,< 6" nope. and greater beams and stringers. .Douglas Fir #11 installation req+''rst:ments. 2" diameter or any other items producing a hanger or support load d. Up to 1 1/2% cal . chloride allpwed during cold weather. b. Bucks, blocking, bridging & mistring . . . .Doug. Fir �r Hem of over 50#' shall be hung by a system approved b VLMK. An e. Pozzotec 20 required for concrete placed below 40' F. f. J►verage strength ( r,si� at 28 days as determined b Fir #3 S'l'><?UCTL>P,-L & M?��>�i•t.l►�v is 5 EL hanger or support producing a load over 20010 shall have Y , y job cast �� �� 1. Detailing, additional framing installed to transfer these loads to the main lab c cylinder plus increase dependingan the plants C. 2 X 4 studs. . . . . . . . . . . . . . . . . . . . . . Doug. Fir suds g, fabrication and erection shall conform to the Steel structural beams or wall unless otherwise approved. stands' deviation as specifies! in ACI 318-77. If or "std" & better Construction Manual of AISC. d. '2 X 6 studs & larger. . . . . . . . . . . . . . . . . . . . .Douglas Fir #2 2_ All steel to be A36 except as noted. ?. These drawings have been prepared solely for use in the 3. Use type I cement, �mrr ASTM C-150 unless otherwise approved. e. Sills ledgers, construction of the been act located le Tigard, Oregon. 4. Aggregate Aft'M C33 kize to be 1-1/�!" maximum fo slabs on grade. 9 , plates, etc. embedded 3. All welds too be made by Certified Welders to AWS Standards with project g ' g All other Gvicrete may use 3/4" max. size aggre te. Do 114 use In or in contact with concrete. . . . . . . . . . .Pres. treated E70XX electrodes. Possession of those drawings does not grant a license to „ 4. Bolts to be A307 unless rioted otherwise. Provide standard plate REVISIONS construct or fabricate the whole, or arts of this project in 3/4 (-) Aggregate in slabs on grade. � Doug. Fir 102 , . ter Reducing Agent WRA shall be Douglas washers under all "bolt: heads and nuts in contact with wood. P P g, f. Posts. . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . ou las Fir �O1 other locations. 9 9 (WRA) pozzolith or approved equal. 2. Roof, floor and wall. sheathin to be APA rated sheathing, S. All structural tubing to be AST" A500 Grade B. Fy 46 kai. 10. In performing our professional services, VLMK has only used that •0 Oz• per c.y, Comply with ASTM C-494. Exposure' g 9► g 6. !kir Entrainment (AE) shall comply with ASTM C-26�. I, conforming to APA Performance Standard PS 1-83 and to 6. All light gauge steel 16 gauge and heavier shall be formed from degree of care and skill ordinarily exercised under similar ICBO NER-108 See drawings for riuired thickness; of sheathingsteel of ASTM 0570 Grade D with F 50 kai. Light 7. Accelerators: Pozzotec 20 non-chloride for compopents exposed toY s g gauge steel project circumstances by members of the profession in this local . weather in the rompleted;.,structure (walls, exterior paving, etc. and/or span rating. Install. roof and floor sheathing with long18 gauge and lighter shall be formed from ASTM A611 Grade C with So other warranty, either expressed or implied, is made in Calcium chloride in the interior slabs on y ) dimension perpendicular to supports and stagger end joints Fy - 37 ksi. Detail and fabricate light gauge steel per AISI a connection with our rendering of professional services. grade. Quantity (unless noted otherwise in drawings) . Use spacer tool to provide Standards. (dosage) to be determined by contractor and approval, obtained 1 8" end and edge SITE WORK from Engineer before use of acceler"ars. / g joints, including tongue and groove Joints. 7. Do' not oversize drilled or punched holes with burning torch. 1. Remove all organic material and topsoil from areas under the 8. Place and cure all concrete Install 2 X 4 or thicker blesking at ungUppor.ted joints in wall pemc ACS es and standards. 1- 11 sheathing. Block roof or fi'6or sheathing where noted on building or under paved areas. 9. provide control joints in all inter slabs on grade at 251-011 drawings. 2. Fill material to consist of a granular material or conditioned o.c. each way maximum unless lerw lee shown on plans joist hangers, past caps, etc. to be "Simpson" site material. enlace fill in lifts not to exceed u" and compact 10. Sleeves 3. FraminganciWrs to 95% Standard AASHTO T-180 under footings, under a Pipes re a unless effectively shall not �e embedded in or approve ;,equal. g paved areas structural concrete unless effectively coated.. 4. All bolt h hds and nuts bearing on wood to be provided with a and under �.loot slabs. � --- 3. Rase material immediately under slab to be 6" layer of compacted J3F�,IItIEQB�.I'!Si was5. Allnailingto be per Table ?5Q of the U.B.C. Nails called for crushed rock. 1. X11 reinforcing stFc1 to be ASTM A615 Grade 60, eWept ties, p,gTE /�j O 4. Sees specifications for additional information. on the drawings are to be common nails. FILE � tirrups, and dowels to masonry to be Grade 40. 6. Cutting and notchin � of 2. `'lPabricate and install reinforcing stopi according to the "Manual g q joists not allowed. 1" diameter hole may FOUNDATIONS of Standard Practice for Deter, Reinforced Concrete be drilled in the center 1/3 of the member depth. All other JOB m2 93 1. Design soil �� 4 holes t4 be approved. g pressure 1500 psf LL plus DL. Structures ACI Standard 315, ` .r.;: � '�, studs may be notched in the lower 1/5 of the height of stud for lalLN Gi`1� GI-IK CCY 2. Jk11 footings to bear on firm, undisturbed soil or approved 3. Provide 2'-0" x 2'-0" corner, to match horizontal reinforcigeq electric and notched but no part of the notch is to be coTepacted fill minimum 18" below final grade. Notify VLMK before in walls and footings at all ' ars and intersections. Y deeper than 256 of widthpes, but Holes of diameters u to 1 proceeding it any unusual conditions are enco4ntered in the 4. Splines in well reinforcing be lapped 30 diameters ( 2'-0"'a, p P /3 2ootinq excavations. minimum) and shall be stagger "at least 4' at dlternate bars. of width of stud may be drilled in stud. 3. Do not excavate closer than 2:1 slope below footing excavations. 5. All openings smaller than 30" x 30" th disrupt reinforcing 1 8. All laminated beams to be Douglas Fir with Fb - 24 ksi per AITC 4. Clean all f'joting excavations of loose material by hand. shall have an amount of reinforcing eq to the amount disrupted 117 specification. Combination 24F - V4 fo- simple span beams, 5. Bxcavationa say be rade under continuous faoti.ngs for pipes. placed both sides of opening and extending 2'-0" each side of 247-V5 for 2 1/2" mini lam purlins, all others 24F - V8. Laminated columns to be an combination symbol and VAN DOMELEP,I/L001,;c1vGA ' Backfill to be approved by VLMK. openin4. � y y>m grade with Fc 9/14/1990 - 16:51 - 1300 psi minimum and n - 1,800,oo0 psi minimum. Appearance SA4119W - 11:5 McGARRIGLE/KNAUF grade to be industrial, unless otherwise noted on draMings. AITC SAIAS9m - 8:$2 3933 S.W. KELLY AVENUE oertific&te required. Use waterproof glue. SAIASW - 9t5D PORTLAND, ORE (503) 222-4453 1\1 '1• l;t IP gas:e c:,7,1'`."i C:\ACAD\VDL\0293S-3 SAIR ASW 15,2'1 14 nr.' Y7OF SHEETS ....�,. 1 { ( ( I I I { I (`tII�IItlllill�l{111Jill 1111)111IJjl���1 ► I11'I III�III (yl�lll 1) 1111 Illilll i)IIIII tllllll 1111111 IIIIIII�IIIIIII�III{III�1lIlltlllllllll►IIIIIIII�IIII'1'j'11 _ , . ,.. NOTE: IF THIS MICROFILMED 2 3 4 5 _ s ` 7 8 9 !0 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF (QUALITY OF THE ORIGINAL_ � .. DRAWING. - OE 62 92 LZ 92 SZ fP2 CE ZZ 12 OZ 6`1 81 L1 91 91 VI Cl i I I I 01 6 6 L 9 S'..u�a. 0 E1•.- Z 10101."' � �tI1�1III�IIII�IIIeIIIII�Ilu1u11{u11�111{IIII�III1�1tI1+111111111111ut{nllllut{wU�IIH{IIN�N11�11JI{111111lIIIIII��IIIIIIIIiFIN1�1e11�1►II�IIIIIIIII�IIII�it11�IIIllllll{IIII�IIIL�I111�IHl�HII�IIII{IIJJ�IJll�U11�I111�III1�I111�I111�1111�1111WLNU1111Ur�IlUWlllllll�IIU�IIL��II11 R D71" CEl�j MBEIl-k 191991 11I°1ON 'LOTAI8' AT 48' - ` ON CENTER WRAP BEHIND . LEDGER AND NAIL EQUALLY D F' ' TO JO 5T AND LEDGER g� 1 4 x 12 P. T. LEDCd;R I WITH SAT 12' O CENTAWAER 61MP60N 'L8TAI8' AT 46' ON CENTER � TJI l�LCX'�CINCs WITH lid 1 , DOLT AT IZ' ON CENTER WRAP BEHIND LEDGER A6 REQUIRED LIP! OF WINDOW 6Y6'I'I!✓;M AT 8' ON CENTER TA BLOCKING WITH / L 3' x 3' x 040 1/2' AND NAIL EQUALLY TO dL-OCKMG AND I I f- SEE A RC44 *d AT 8' ON CEN*'_it AT 48' ON CENTER LEDGER / /UNDER DOLT HEAD TJI J016T PER PLAN Y 811"SON 'L8TAI8' AT 48' ON CENTER l y 26,_ OVER FIRST THREE J016T I I S EDGE NAILM I'OER C. Vo FLOOR DIAF%4 AdM ' _ H4PICsER AND WED BTIFfENER PER JOIST MANUFACTURER I jol FLA Z x 4 FLAT BLOCKING IIID e3TINFENEPER AT 48' ON CENTER J016T MAKFAC RL LL-3 \TJI FOR FIRST 4 J016T DAYS t PER PT OOR JOIST TJI FLOOR 1St Q ,��' ;�; o ! �SIMP60N 'A35' CLIP Q ONE SIDE EACH ,10187 TJI JOi6t PER PLAT) TJI FLOOR J016T z �" g Ll TJt BLOCKNVCs WITH ^' L 3 x 3 x 1/4 x 0'-b' AT � 2x P. T. PLATE WITH \ 4'-0' ON CENTER UNDER EXTEND JOISTI TO/ I lid ON CENTER PER PL's 1,A1 BOLT DAT ANCHOR 4S* ON ER \BOLT HEAD � \ WALL BELOW 4 x 6 P. t. LEDGER WITH 3/4' ` �DOIUg H DOES NOT OCCUR DIAM. ANCHOR DOLTS AT RE4�l1I D I \;sLU- LAM REAM PER PLAN ~"r '-• AT SIMILAR ••8' ON CENTER I I O •�+ U 1 FLOOR =R�41"ilN�x DETAIL 2 FLOOR F! MING DETAILKO3"-� 'FLOOR JOIST AT CONC. PANEL 4 LEDGER DETAIL g � FLOOR JOIST �►T Cs1. f3E�4M 64-01 11111111-08 _ 64-0'1 i' ■ I'-0' 64-03 I' ■ 1'-0' 64-04 Is ■ 1'-06 64-01s 1' • I'-0' < T•:i FLOOR JOIST\ - r � — 0 a TJI FLOOR JOIST 2x JOIST PER TJI FLOOR JOIST -- - LLj PER PLAN PLAN 81MPSON 'LU' PER PLAN JOIST HANGERS — GL IMAM PER -- M-AN < . V '6T6224' EACH IDE 30 _6 — f7-+ h 2x J0I6T PER 6R'1P60N 'EP"' 4 r. \6ff1F*,ON 'LU' PLAN - POST CAP 8-4 FLOOR SHEATHING J0187 HANGER HANGER AND WED SOLID WED FILLER PER NOTE *1 15ELOW STIR BY JOIST -GL BEAM PER PLAN AT EACH 2x JOIST TJl BLOCKING WITH M'4NllFACTtMRER *d AT 8' ON CENTER i 'VI'l."M A),11 POST PER PLAN I - II I RETE ANDREL I I I 1 I ----- DEL II 6-4 - II SEE FLOOR JOIST TO C's�. BEAM / FLooR FR,4miNCx DETAIL s GL BEAM TO POST HEADER W}ILR1_AN I• I'-0' - 84-08 I' . m I JI HEAD I _- IL . 1 I/2 4 I/Z' GL DEAR` PER - I I TYPICAL PLAN I I —- 8-4 � II lu - -- --- E IAGN II SIDE 3- lid FULL HEIGHT I i 6_4 TYPI AL HEADER x _ NAILS PER PLAN 8TU0 EACH _ I I r I I 3 $'r•I. I SIDE SOLID CRIPPLE---�- � I 3;lir' SID PLATES I I � 1 X I I ` � STUDS BELOW 3/16 I WITH 2- 3/4DIAM. I I u1 u 0e, I'lilllilillljllllllll HEADER I DOL78 EACH [SEAM I I 7Ctt n S-y a CDOU15LE t+- RIPPLE I I I ~ i t z STUD BELOW r 3/Ib I I!Z' DEARiT�s PLATE I I D I I - �'`'--�, BEAM ! :PIPE COLUMN 8�4 I I _ O II II — CONCRETE L FULL HEIGHT REAM SEE A II � I rc3"""\ HEADER DETAIL rlo,*� GL .4 LAM HEADER l i GL BEAMS AT PIPE COLUMN 8-4 10 60111- R— � 64-10 1 1/2' 44-II 11/2- i'-®' �- • x \1� ��\f -- S-4 O. HL G T - JOIST STAIR 4x PLATE WITH 2- 3/4' SI4 �— GTA HEADER''-�� -- DRAM ANCHOR DOLTS AT "tR1R'LE J018T _ DBL J018T 1 C TO PANEL I I + ! \ O 6 _inn n 2x PLATE WITH 3/4' 0IA%t ANCHOR ` — + • ,� 4 G•m BOLTS AT 48' ON CENTER 8 )�e-400" .10 8-4 7YR°1IC — � i \1 -, Ws 8-4 �� 2 SRM. .' \ O Opp U-- \ V Cn �\ LU ` TI CONCRETE -4 `O+./. S-4 I ♦ r PANEL —_-- 8-4 >A.LL I •\G� REVISIONS CONCRETE SPANDREL —"i I, i' SEE DETAIL - I If -1 i 6-4 S-Z r-T l E i I _. ._ -4) 8r' L 6-4 2- *4x2'-0' � 3/4'�d AR TYP CAL 2nd rLOOR FRAMING PLAN — rt , $ p v DA?E �O 3/4' ALER+t"T ' F' � y ,�f� 1.) FLOOR SHEATHING 70 DE '�s� T 1 G APA BEARING PAD - +je14 SHAPE t0 FIT RATED SHEATHING, MNR"It,Jf'•1 I. D. NO. 32/16 FILE �1 , WITH 8d NAILS AT 16' ON CENTER ALL SUPPORTED ,JQ$ 1x293 _ AREA 1 PANEL EDGES AND 8d AT 12' ON CENTSIR FIELD AT HATCHED AREAE � LOCK AL.L PANEL DWd CMO CHKCCY EDGES AND NAIL W/ T ad AT 4' ON - -- —_-v CENTER ALL PANEL EDGE AND ed At 12' 11 ON CENTER FIELD. GLUE ATHING AT SUPPORTS THft000HOUT FLOOR ri2 FLOOR PRT mmil, DETAILS YLMK PLOT DATES, 9/12/1960 - 13,38 d4-12 r • r-o' 9/12/1990 - 14=2 AN DOMELEN/LOOIJENGA 9/13/1SW - 14126 McGARRIGLE/KNAUF PE x'1`11_I. NO. �:1UP q�'1.._�_�.„1 �; 3/1990 - 1431 9/13/1990 - D:22 3933 S.W. KELLY AVENUE 1 CIF .17 0293S-4 _ 16`=3-t PORTLAND, ORE (503), 222-4453 ..: w OF SHEETS t .,. XX ARM wr -.. ,.' - _ e.1r.o..:w..p,,..,.,:..n....... ,.....vw.yM+,.,.,...nw.Y.n.._ .,,uXMA.,usr1Ur..4�2 ..._...,..... a•wu...............w+ ,.+ �'- ' "� ilk' ill 111 1'11 ll� Ili Ill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 till Jill 1 III IIIIIiIIII � III � � 11 � �II � I � I � r � III ,III�IIIh � I � I � IIIII � IIIIiIIII � I ( III ,IIII � IIIII � NOTE: IF THIS MICROFILMED 2 3 4 5 4 8 T 8 9 I0 II 12 DRAWIN IS LESS CLEAR THAN � • --"' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. - - - of 6? ez Lz 92 s7, tiz ez zz Iz Oz 61 el ci 91 SI �►I E1 Z 11 01 -sI•...!'' 9 c 9 s� r b IE.. z 1I"•��" ' ��Illunliiulull!unl�nilnnlnullnilul11u11�ui+lliulunJuNl��i�1��►��IllilillH11I111TNi�1II111II111II1�1IiTIlIli11�u1�i�n�iinliuilllnlllulinllllllllln+uuliul�nlllnulnll�l11�1111NKIT!lluluulllnlnlllllulllllllllluKwflllllllllilllu�ll�llllI1111I1U111U1I1111 DECEMBEh 191991 1, pow, II `dot• 25'-Pj11 3O'-6' Y 26, w•v C. V AN • o TTA 22'-1' ROOF SHEATHING PER NOTE 24'-2'- 1 b OS BELOW 2 x b DF 02 SI.IDPl1RLINO Dom. 6_6 S-6 AT 24' ON CENTER - TYPICAL I I I 22'-1' i 22'-1' i "Mm" SL i o / - ---- ---`+ 61N'1PeoN ' I T1-6' I� Z2'-1' 8-i THYPIGAI. OR ' -_ µ B w V �--- Gi! 6 3/4' x 31 /2' S 1/8' x Z t/7' b 3/4' x 111' ' GL S I/8� x 19 Irl' r ■ S-b 5 I/a' Aw L - C■11/4' C■1/2' G■fa FIL ■I/2' / 1 044 O s 24'-2' + / I AT 16'-o' ONCENTSO.W. 2'-I 3 TYPICAL ALL REAMlI II IILINES, LNL11:66 OT I6E—�- $Y'I + NOTED 4 s � • I ' A • • . • • I • • • I • . • �`I '—� 10 • . • • ' \NAIL WITH 2 MOWS OF 8d _ r- G AT 4' ON CENTER AT ALL ' BEAM LINES M HATCHED AREAS - TYPICAL i J i i 21'-13/4' 21'-13/4' J i 22 •.1' 13'-d' i G S-b Z I'-1 3/4' � . i t'sL 5 1 ' x lb' r S-i GL 5 I/8' x 33' S-b i + GL 6 3/4' x 3111/2- GL 5 1/8' x 2 1/2' L 6 3/4',x 34 1/2 D C■1 I/4' C■1/2' Coo' 15 C 0' C■3/4' i LI 4 S-b 3 8-b S-b i 2 PT0' DE 03 TIES A �ON CENTER FOR FIRbT 6'-0' AT THIS SPANDREL 91 ' NAIL UJTH 2 FUXM OF 8d 24'-2'- A NAILS AT 4" ON CE=NTER AT i 4 x 10 ' Td5 ' REAM LINES IN HATCHED r ' AREAS TYPICAL SII'1PbON HLP J • • AS p i - 8 8 ' • • i • • ,101ST H • RS • • • ` �'j` .A • • • • J i b-6 � At 4 x -8 i ROOF HAT �1• � 4 x l01' 1/2' 8�.m' I 2- 2 x + 23'-8' O i . 1--- '' � ��R `1•�2A' 'HD5 'HD'tA' 20'-9 i � 22 -1 2 (q I — OL II ' Z 1'-0 1/8' 0'-9 1J8' 20'-1 I/8' 20'-9 1/8' 2Pr-9 1/8 - x 20-1 1/8' ' 9-b TAM, 1 COMMSPANDREL 9 ' G_ SEE DETAIL L b 3/4' x 31 1/2' 1 _ S-i - C■I I/4' � C��I�I�ISPOLI�JD b � OEM AND ' 21'-21/8 i i + \SB'1PSON "ST60' p,: 676 i z • • co, • , 0 LL LuS � I 2l'-1 3/4 21-13/4' 1 i 8 ' GL 6 3/4'"x 34 I/2' + C■l 1/4' I ' 8I6 ; 2 — _ 611- 10 0 I ' 156-41 REVISIONS i tD �{1 i • . , y AG I • • ' __ _ 124'-b' - ' 22'-1 3 22'-1 3/8' ' 5 ' INDICATES ELEVATION A= TOP OF FRAMING C� (ABOVE FINISH FLOOR �� tlNEATNI1v� � - 6 T.O,W., 1 2) / 'O--.oj� -U - INDICATES ELIIVATICN OF TOP OF WALL DATE o120p S-i 41,_0• 6-6 ABOVE FINISHED FLOOR _ – -- FILE 3J ROOF SHEATHING TO ft- ��. >tv G.a►1 }I�-IG Is PLS JOB 0293 _ 2 MINII"ILM ID. NO 32/16 WITH 6d NAILS AT 6' ON I/8'■I'-0' CENTER ALL PALL EDGES AND 6d AT 11' ON Dt:.N CMO �:.I-0C GCti' CENTER FIELD. AT HATCHE AlIEAS / MAIL WITH dd AT 4"ON R ALL PANP� E01AM / ' vLMK PLOT DATES: 9/11/1990 11:41 9/C2/,990 - 15:29 'M/SW - 0=38 VAN DOMELEN/L001JENGA �AW _ Do4 yj, ~ McGARRIGLE/KNAUF 9/13AW&" - {4:52 3933 S.W. KELLY AVENUE u293S-5 9 MA11%) - Io:S PORTLAND, ORE (503) 222-4453 I'='hP'M 1:1 NoNOF SHEETS LIF:. '7�:7--cl""I >N: .."' ......«.._..«.,.................:...,..,,,,y,„+.,w..'i'.. 76•w"_„ :MMCiMM+rw'gF'".yf .. ;x. .e.rM.n.+maw,. :,, o*Mrr-•..ew.x±%..,...ie...+MYrM.+.-warn+w+w+w•.,Tvrwrre..+....w«...,,.-,u.... ,w.p,...r.,r• i a.+w,a.......+iw,. oxew+� - rr....... ... .rrw,A.w.h•..,...^:«_,.+w .,.., .+v+.r. ....,.. ,Y�' - I 1 • 1 1 1 1-I I II I � I t �I t l l l l l I 1 1�1 1 1 1 I I 1 111 � I I I I I I I I I I I I Illtll I � I11tlllltttltrill , lllll� lil � l11r111111111 ►I� iltlt I S I I S I I � ( (I 'I 1 1 1�1 1 I tiyl I I l I VIII I , I , 1 NOTE: I F THIS M ICROF I LME D I 2 - —" 3 4 5 7 8 8 110 I I 12 DRAWING IS LESS CLEAR THAN --_� THIS NOTICE, 17 IS DUE TO 1 THF QUALITY OF THE ORIGINAL DRAW ING. OE 62 9? LZ 9t SIZE 02 EZ ZZ IZ OZ 61 91 LI 91 SI 01 EI ZI II 01 6 8 L 9 S1 .rr t E1 T, t""'" +ltlnulllltl�nlllill�Ilnluiiliullnttltntlttuittl�mtluull+►+ ++al+l�+I+allttulnitlNll�tl►IIIIIIIIttII1NII1t11IIt11ltoll,++IIIlltlllIll III II Ill IfIIIIIIIIIll I1I11111111LIIIlIIIIIIIIN ItIIIII�IIU�UItltltllultllutlulllllllllt111HH11u111111�1IUlWlI1111I1111IIIII�IWIIIH r DE4 C E B E h 1991 9 r 1 NOTES WHERE ROOF SLOPE cxGEEDB I/4' PER FOOT AFD Pic SLOPE GEARING PLATE AS IW-QUIRED 70 MATCH. LU�'7 ���'"' PLY0D EDGE NAILING A8 OGCL11i8 I , DAP FOR PLYWOOD AT ROOF FRAMING PLAN 14 &' X 4' X Irl' X I'-&' ANGLE - 8 I'- ' TOP PLATE v EA SIDE �� WITH 6- 1/2' DIA BY U-6' - - --4X LEDGER AT DETAIL S-6 1 I/2' I Irl' CRITICAL 1/4 4 NEL60N DEFORI•IED BARS _ 4if IF REIQUIREI� FOR — jsE AS y 26, 4v r REINt•'ORCING a _ — -- _ — o o O 0 0 0 C. SAN ' ' I DRILL 13/16' x I Ir!' VERTICAL 7=:u SLOTTED E FOR TOP BOLT -- -- - V4' SIDE PLATES WITH 4, 4 -* `>-I/Z' X 4' X 4' PLATE - — - - Z- 3/4' DIA BOLTS Mi - ,� � EAGH WEB _t BE1dD OVER EXTRA 04 X 4'-C' LONG 1/4 . + GLU-LA*'I TEAM NOT - CLR 1/4 3 --_ _ SII'1P80N ST 6236 STRAP TIE AT Ib'-O' OG. LA g 81IC211N POR CLARITY r , 1/4' BY BEAM DEPTH LESS _ --- — --- - WHERE WIPTHB OF BEAMS VARY UAAI. NAIL EQUALLY TO HACH PURLIN. �.,... 2 Irl' BY O'-1' 61DE V4 �� '�, PROVIDE A PLYU100D SPACER OMIT NAILING AT BEAM. ' PLATES WITH 2- 3/4' DIA - — TO EACH SIDE OF BEAM AND p r , p BOLTIS REIIPORCE CAGE ffI/2 - NAIL SECURELY \ bIh1PSt.�I,'HW' 1IANGERB AT rUtLIN RIr1' PURLINS) Lu BA X WITH 20'-3' X 1'-2' FLAT PER FOUNDATION AN GLU-LAM BEAM AT ROOF ' ' SIMPSON HC3T HINGE GLU-LAI BEAM - SEE P.AN F_ ��COR PEER PPROVED3/4' BY BEAM WIDTH �� I H Z 3/4 pIA ��� �� i � . SIZE DRJL_EO ANCHOR BOLTS IN ' 3/4 X BEAM WIDTH PLUS DAP FOR BEARINGPLAN PLATE WHENI' DY m'-1' REARING HORIZONTAL. SLOTTED HOLES 1� PRECAST CONCRETE 1/4 m'-I' BEARING PLATE PURLIN -SEE PLAN PLATE TILT-UP WALL ; ; BEAM DEPTHS ARE EG1AL U .ADDITIONAL NOTES AT DETAILW-26 ADDITIONAL NOTES AT DETAI 2 V4 T.S. COLUMN - SEE PLAN S-b ri'*'\ ELr=vATION AT DETAIL 2/8-6r2-"*N5EAM AT TILT-UP WALL 3 INTERIOR COLUMN TO BEAM r4 HINGE CONNECTION 5 PURLIN AT CLU-LAM SEAM w _ RF-I is I'-m' RF-2 is I'-O' RF-3 I' • 1'-D' _� RF-4 is I'•m' RF-3 1' ■ I'-O' � $ O 1/2' COX PLYWOOD, ALL TYPICAL. TILT-UP WALL CRETE TILT-UP WALL f-TILT-UP CONCRETE WALL EDGES BLOCKED, WITH 8d 3/B' BENT PLATE x 6' x I'•m' WITH Z- V NAILS AT b ON CENTER r AT WALL WITHOUT PARAPET PLACE ALL PANEL EDO-ES AND / 1/2' DIAM. x 16" NELSON DEFORMED 0 3X P.T. PLATE ON TOP OF WALL WITH 5RIP60N 'LSTAIB' AT 48' ON CENTER 8d AT 12' ON CENTERANCHORS AT S' ON CENTER BENT 3/4'♦ Aq. AT 48' O.G. WRAP BEHIND LEDGER AS REQUIRED FIELD EDGE NAIL PER 2x BUBPURLM SEALANT AROUND 44 x 4'-0' � 2X LEDGER BEYOND - SEE 1 AND NAIL EQUALLY TO LEDGER AND tn ROOF DIAPHRAGM PER PLAN BACK-UP ROD aid S-b PL1'U100D SHEATHING SUB-PURLIN SIMPSON 'LSTAIB' AT 46' 6' LONG FILL"R ROD DIAM. ■ JOIN, WIDTH ON CENTER ACROSS FIRST . • SPANDREL � � 1 � � PLUS 1/8' - DO NOT USE ti Z PURLINS FROM WALL W_ MULTIPLE SMALL C C RODS TO FILL - 8(MF'SON fZ6N' > JOINT CONCRET COLUMN HANGERS SIMP60N 'P26N' BELOW SUB PURL IN 11 INSTALL PLYWOOD "LNG �� 4/, 2X 1'1lESSURE TREATED LEDGER IdERKLEY -- 4' V2' 3/8' BACK PLATE 3/16' SIDE PLATES PANEL EDGE SUB-P'.IR�M) WITH 3- VZ' DIA (SHOWN DASHED) BEFORE SPANDREL rr AND GEARING PLATE WITH 2- 3/4' DIAM DRILLED ANCHOR BOLTS 9TR4P 71E DRILLED ANCHOR BOLTS TO WALL �U !�� C 11/2' SUB-PURLIN - SEE PLAN ? <�1►',I'U1�- N � 3/,b Z- I/I'♦ BOLTS 7HR0l.K•N PkJRLIN. ►�R- „�,�„� _ _ 2 G.G, GJT'� � Z-�r1xDIAM. DRILLED WITH --- SLOT BACK PLATE HOLES HORIZONTAL. 3' X 3' X 3/16' ANGLE X m'-5'. LOCATE 2 1/2' EACH LEG UNDER NUT OF DRILLED ANCHOR BOLT AT r I py p 3'-0' '-Ot 4'-0' ON CENTER MAX 7'bE � r. 1— 4 X 6 P.-T. LEDGER WITH 3/4' DIA. DRILLED 2,x 6o I' Ih ".� 0��1✓�� T ANCHOR BOLTS AT 4'-0' O. C.oll - 11/2' TYP. 6 PURLIN AT TILT-UP WALL PLYWOOD AT TILT-UP WALLra"'N3U8-PURLIN AT TILT-UP WALL � re""*N -ROOF FRAMIWs DETAIL rlo,,*� MITRE PANEL CONNECTION RF-b 1' ■ 1'-m' RF-1 I' ■ I'-O' _ RF-8 1' • I'-m' _ 1' I'-0' '� RIs-10 1 I -O LINE OF PANf'L BEYOND Z ,4 x 10 DRAG SEE S 6 GLU LAM BEAM I�jy'� •_- LEDGER SEEW S-b +�: PER PLAN GLU LAM BEAM PER PLAN SIMPSON 'STF236' SIMPSON 'BC' ! LEDGER SEE 1 --r f BEAM t0 !',ti.AM �I S-6 4 x Im DRAG 2x BUBPURLIN �- r Y o i - ui OIMPSON "MOT&® 4 x 10 - — Ck TO LEDGER , -- T-- S b 5RIP60N OW-SET - 1U' HANGER LEDGER SEE 11 -- -- -- — 11/2' SIMPSON 'BC' TGH DEEPER BEAM PLYUIOOD SHIM E,4GN SIDE C i _ FOR SHALLOWER BEAM -- OF SMALLER BEAM - NAIL --- — I/4' SIDE PLATES x 8' x 12' - HELL OU1 AR PLYWOOD L 6' x 4' x 3/8' x 2'-3' -- - - — - CUNCFETE�_I - - WITH 2- 3/4' DIAM. BOLTS SPANOW-L - �/`-_ WITH 3- 3/4' DIAM. x 4' ;0 i 6 MP60N '6T6224' EACH SI SkF (4p - -� NELSON SPUDS AND 2- ---- -_- _ _ , , I BEAM TO BEAM Z_GLU LAM GERM Irl DIAM. x 18 NELSON =--------i--- - , 5/8' BEARING PLATE x12' � 5 PER PLAN DEFORi'1ED ANCHORS AT ' x BEAM WIDTH + I' ' LL 1 1 i/2 1/4 61DE PLATES x 12 x I -2 1/2 i - 6' ON CENTER �p +o ' ' " 3/4' THICK ALERT `TFg--- 1 8 _ ___ WITH 4- 3/4' DIAM. BOLTS - SLOT 3A& GLU LAM BEAM i SEE DETAIL S-b WANNG PAD - SHAPE �t !e LEDGER SEE S-b - '-- TOP BOLT HOLE I VERT. i i �_ � TS COLUMN PER PLAN � TO PIT BEARING AREA S + r- i U- 3/4' BEARING PLATE x 1' x REAM i + C.ONC`.RE7 COLUMN WIDTH + I' 3/16 ' O SEE + 1r1' BACK PLATE x 12' x BEAM WIDTH6 Is i ' CONCRETE PANE.. lu WITHEMBED PL ATE x S INE' x 0-3' WITH 3- 3/4' D;AM. x b' NELSON STUDS -- AND Z- '•'J x 2'-0' Al" RODS AT 6' ON CENTER REVISIONS >> miT1� rANELS ELEVATION r12"4\ GLU-LAM AT PANEL 13 GLU-LAM AT PANEL CONNECTION r14'**""NGLU-LAM CONNECTIONS 15 GLU-LAM CONNECTION _ _� RP-12 I'■1'-O' _� RF-13 t'■1'-O' _ RF-14 I'■1'-®' _ RF-1� I'•I'_m' LEDGER SEE b L 4' x 4' x 1/4' SEISMIC TIE - COPE VERTICAL LEG ROOF MAR + 4 x 10 IN 6RIP60N At PURLIN b- 3/4' DIAM. BOLTS �Sfh1F'SON HOEDOWN �0 14U HANGERS PER PLAN 1 ' MIN d' R DRILL PURLIN FOR � S ROD 9 I Irl 10' o. C. e - DATEFILE 't I M1N CCNI.- WTO 8P L ��-ROOF PURLIN ROOF PUN-IN//* JOB ta2�J3 \L3' x3' xl/4' DR.4,CE \ �4- 3/4' DIAM. DRIL!.ED ANCHOR 4x DRAG IN SIMPSON DELA G1"10 C.14K CGV / AT MIDSPAN OF SPANDREL BOLTS t0 PANEL 'HU' HANO�ERS CONCRETE _ - ----��--:- PALL VAN DOMELEN/LOOIJENGA ROOF' FRAh IWx DETAIL 9/14//1990 - 10:22 McGARRIGLE/KNAIJF L 1*cy PERm.l., I 1"'u., bkip 9c)­-(')':'�15 !!•Mr 3/4' • I'-O' IIF-1'1 3/4' . I'-O' t44/1%W - 11.13 3933 S.W. KELLY AVENUE 9/14/NJSO - 11.26 PORTLAND, ORE (503) 222-445 C:\ACAD\VDL\0293S-6 SA6ASW - IO128 OF SWEETS 1.7 CIF' t-7 - - — - - — — r --- c—^•-. y.,..•, .w■�...s-^•,�,.,"e•+ ..—...,.�- ...._ :_.., prw..........,_........._._.... .. .�• w.+....r, - .»...u, ,......nw.fes.«...:r.....w..nr..."...+. .:.: t1�•t..+r&3 •h. .......... ^"''Irfwrl„�I - I I I,I�' .: • . ,, :. , � —r- - -- '�_.--.-.--._.,....� _...____..-_ , .. ... iii��ll III III III III 1��1 III 1�1 III I�1�1II lil III 111 I�ti I�r it 'Ill I�1 Illylll Ii1 IIII�Il1l1I1�lIIIIII�I III 1�1 I11 ISI III Iillllillii,Ili,Iillillill�Il�ItII�I1+1111iI�►I�11iIIt NOTE: IF THIS MICROFILMED " I- 2 3 4 5 6�- 7 le ® 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ 0C 6? 92 1Z 92 SIIz� ►z EZ zz IZ OZ d1 91 LI 91 91 bl EI z1 II 01 6 9 L 9 S b E 2 1 ,►IIIIIIIi�II1lIIIliIIIIlUUI1111II111i1111I1111IINIttIt�111tI1111IuHlttltifM�11iI111INllitlllluul1111111nInnIIu11111I111111„r1111tilltlllnnllulil„i!+IIIIIIuIuuiIU1�I1L11tnlinu�nhLul�lUlUulnlllulllll!IIIn11�;!Illlll�lw�11111uttlllUllJlllllul)Illllutll►ulu1, , ECEMBEh 19 1991