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Ar1_105PHERIC, EL�---CI-RC,NIL IGNI-RcN . � HEAT RE : ECTI011`1 EQUIPNItNT �_ dES-,(_Rl PTinN ---CAF/0.0 IT-`I' -- --- REMARKS , 1 � ;� I7*1 tI ?� I COOLING '"OWER, B,A, C. Mopw- 3(,, 3 k k) PAN I ; vvw1-40AMP F-RS - - I ICG f oSFD C iRC.t;.l1" T��wER 275 cPr't FR^M `IS F W� CorvTA�=;o EZ FRN I �� I 1 v 85'�F A i- 70°� Wg 8.6 F'SI. DRESS i _ D 1�C�t' M d Tb fZ S I�RTERS ( C) 1 HP FAQ 7 I �1 MOT, R ; 3 H P P0NY`(' NIOTo R I PUMP MOTDR , 23/000 CFM; 208 VO t.r!S J34) . WPktE(Z ConlNtcRo(v CTAP 22 H CHP li2.H PUMP EQUI PME NT %; E t i t_TreR GLOT- 1 _. _ _ _ — -E LITE-R SLOT ' —I cA�ac1TY 1=MAR.1�:_s d + 26x1 CiRCULAT- ANG PUMP PACO MOOT- 2510-•7 CAST ZP.oN gAsE .s ' 10 H PZO 9 V 34) • 75 GPM C 100' H EAS ( M 071D R SrekKT -R, r � ST-RtQbY uRcuLATING PUMP: SAME A5 GP- I Y f I I �Y ---- -- I I2 I I, ( IO c�3 BOILER REGIRCUL TING _pUN1E_- gtG MW � E_ NP_;,ll. V , ._ _ ; 27 GPMC�_� 0, ' }{ S� A Pf1()Vtmt) �'OR CONS i'i?lJc;`(IiJ� _� CITY O� TIGARD T A N SCHEDULE � , -� PERMIT NO,.. >ITL AR DF-ScRWVi0N C.APALI T y' - -----_--- --- -- ------- ---------------------._ RE M P.R K S _ t � �ti X Iii �F I RAST ROOM ExNAUST FAN , 7E-NNaIRE CR % i `14. I t 20 CFM L� I �� ► PIIS �' t,- - �_ �_- - - I II m Jy s.P. CNP c l H I �2- REST-ROON� EXHAUST FRN = 5AME As EF- I l i r 5E?RVIGE A�C.ESS _ DATE : DRAWING NO. fbkOJERFILTER. SLOT' IBM -zo x zcvr I sCtil.>=i HEAT PUMP rETAI t ;tET #: DRAWN BY: AB AW K WA R_INI A -"dam H II NT.ER-HAViS SON. INC. N H cie HeatingA fvl� • Air Conditioning • Refriratior /� wr J410 S [ 70TH AVtiNUE rORIEAND. OPE 0,N s 710V7 NHUNE (503) 23,0-0477 ,.r� Gr! t' NAMPA I 11l l l l l l l l l til 1 1 1 l ' I l l l l l l l ' I I I 'I l l t l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lIl lIl l l l l l l l l l l l l l l l l l l l l l 1 1 1 1 1 1 �' "•---- �- � '' NOTE: IF THIS MICROFILMED 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I III I I I I I I I I ( I I L III I I .1 I 1.. I L I I I• I L I I I I DRAWING 15 LESS CLEAR TITAN THIS NOTICE, IT IS DUE T0 —_.._._. ._—.. I._.—_1 Z �L 18 r4 _ 8 1 __ ___ _ __ THE QUALITY OF THE ORIGINAL NG £ Z tl Z L T IZ S Z I { Z £IZ Z LitIT1 - T rB DRAW 1 . � I I - �-Y-- �II�I�IIIIIIII �IIIIIIIIIiiilliiiiliilii IIIIII...... IrI�II�IIIIIIIIIillilliii i�iilll � III�iIiIIICVIII I III�IIII►Ilillll I I I,I I I I .. ►ILII ILIIII I I I I III I �I II EIJ ILII IIIIIIIII�IIIIIIIIIIIIIIIII: lIIIIIIIIIIII�IIU IIIIIIIIIII ILIlillillll ,�Ilillllllillllllll�illl1111II MAY 21 1990 ..» I ,g l'&, �.rZxtt� z5 z �" 0 MECHANICAL NOTES 0 '� d'a 1 j ALL NUCTWORK SHALL BE METAL, AND BE » 1 3 oD I TESTED 'IN ACCORDANCE WITH SMACNA STANDARDS. B` Z4 /C0"� 1�,y w I ) SPIRAL TYPE INSULATED 1:L& DUCT h'AY BE e,,� /_ �.._. le,�� ✓ti . I USED WITHIN THE LAST TEN PEh"1' (1F ANY R11i1. tit �� !(�c� ,� /2��, Zoe 300 4f�i� 3) DUCT WRAP INSULATION IS REQUTHED FOR ALL 1i� y�;b j DUCTWORK IN ATTIC SPACES OPEN TO OUTSIDE 19 12"� I I' VENT T LATI ON. ALL DI MENST ONS ARE NEF INS?DE. 12u� - -- ---- ell �► (�fi �..� 1�,,,� ��1 DUCT LINER (1'� REQUIRED FOR ALL DUCT- 4 ) IS c�x 14„� I �-� v5 ? — 90 21 x4ti3 ' �'b - WORK WITHIN TEN ET OF UNITS. f ._ — _ _ 4',,^ n` `�1 k 1 W' �11�� CCC QQ i 6) FURNISH FLEX CONNECTIONS ON SUPPLY. ANI? 1() f f Ell !� �Q� U & 9'�, l/ ' J� ” RETURN DUCT TO ALL UNITS. 3�J Sao 300 "� 6 ' i Z "�- 1-Z."C� 1Qo 9 9,f4 131,x, 120 r) VOLUME DAMPERS TO IaE INSTALLED AT EACH { SUPPLY AIF BRANCH, INCLUDING O.S.A. DUCTS �' /O"Q> (IF DAMPERS ARE Nei ACCESSABLE, INSTALL, Of3i 'L c (4 (,�• 8 I i I-� J v11�f l`ate too 2 8) COORDINATE LOCATIONS OF ALL DUCTWORK AND ! t 12a� I L11 Iv 1 N DDIFFUSER LOCATIONS WITH LIGI[TING PLAN AND 3G ,� 2 , I ¢' to ` SPRINKLER PIPING.AND 9) DIFFUSERS AND GRILLES SHALL BE MAKE AMD 91'� 0�Dj'(� n,7�' MODEL AS SHOWN. io � 1 16 10) COOR;INATE.. FILTER REMOVAL WITH AVAILABLE .. ACCESS. 240 3y5 - ,� zz 11 A,T,L WORK TO (;ONF'ORM TO ALL APPLICABLE COI)S:') �r� � w'�3/2 - 319 ,�_!�t" � w, 8" 5"Ex 30c)c "� -T 'u �T JP i i I L CI(l) � , prs Of Z-30 8k 12 Y,/ 'Y it gj 31 L 319 R4A- rt c tZ3 4j , 12-114 c FM 1 I I,�b , 8 _� 91,E 9 v7 ' ►. zoo vA*�� >, tot, 12elio t Z3/ c L '300 "� i v� 300Y 30 4 � lC3OO "1 I " r I , i Z '1 /Z ,( _ pl Z00 _l IOxtp O�•�A I. Z so14 1,,1 9"� I - �I' � 1e i ! ti v I I F�,h I I MEl11b k KR0K I �✓ ���LM�N JHE ( �)NTER - �)A'VISSON IN(;, MECHANKCAL- o r� �- "' s 9 9 FIRST FLOOR • ��c )��M __1 1`�O,��fr Heating • Air Conditioning Refrigeration ►ORIIJIN6 ORE50, A4d KroVer Ar&ii1wsDHA► M � 3410 S. E. 401N AVENUE PORII.AND, OREGON 97202 PHONE (593) 291.0171 4f 3d NW 23 Pl A^-E P�pTLANL 0RF_0 N- 97,P,3..'IC 603 ?2� '�y''' COMPANY � COMPA NY ; ��'gy � ' �2_ I ___^ t ' a 1 - ' _ .__. .___ ' Y moi! •'+ +r. : r. ..t,,,,,rr,. .-• '^r . !� !11� !Il � lll I � III � !Il � il !�IIIII! � Ill � lli I!I � I ! I11! I1I1A1 1�111�1I1I111 1I111I111I � I1I � ! � I Iii , Iql 1111111111 !11 ! 1�111III1I1I1I1 1I�11I111� 11� I � IIi � !1lli 1I! I ! I1111 � 11I1 NOTE: IF THIS MIChnFILMED -- - - -- -- L– -- 1 --- - –�� I 6 '� `'1 9 I I 1}.�. DRAWING IS LESS CLEAR THAN J __ 1_ _ _ �_ TF:I S NOTICE. IT IS DUE TO THE QUALITY O F THE ORIGINAL •T•—. - - b I DRAWING. I iii !iiliiiill iiiiiiiiiii►iiil iii il �iil� iiiliilii�iiiliiiiiiili ii liiiiii►ilii lii�lii • MAY 21 ,:. 990 11 4 Rim logo M10 \�` ,� MECHANICAL NOTES 1 ) ALL DUCTWORK SHALL BE *7AL, AND BE t.. TE.3TED IN ACCORDANCE WITIJ SMACNA S7:AIMARDS I`I� _—_. is"� u i ZI'�p `� 9 io�''� :) SPIRAL TYPE. INSULATED 1'I.F.' Dlx:7' MAY BE �. IC`'* Is���� ,j USED WITHIN THE LAST Tn. FEET OF ANY RUN. s z Sb 47S 3) DUCT WRAP INSULATION IS REQUIRED-FOR AI.L • 1014 9 3 L DUCTWORK IN ATTIC SPACES OPEN TO OUTSIDE I r, p o » 2-60 �� 13-5 VENTILATION. epF L3Ooz_AJ r0"� 4) ALL DTMENSIONS ARE NET INSIDE. (2+t16 � �' �b5) DUCT LINEZ (1") ISREQUIRED FOR ALL DUCT-L�� 'rI,� Q" � l 122"lb 1O" WORK WITHIN TEN FEET OF UNITS; r, @,,� 8 �� � I I ot,� X /Zoo i 6) FURNISH FLEX CONNECTIONS ON SUPPLY AND ZZ7 17p f 70 170 Z i2" 325 ; RETURN DUCT TO ALL UNITS. 1 c7 Q� Z Yi l.0 �" rz„ 7 17U /0 O �Z 7) VOLUME DAMPER. TO BE INSTALLED AT EACH SUPPLY AIR BRANCH INCLUDING O.S.A. DUCTS (off '' �' _ I����✓fit.. 1 (IF DAMPERS ARE NOT ACCESSABLE, INSTALL OR ' s -` 1 j B) COORDINATE LOCATIONS OF ALL DUCTWORK AND (,/{, 811 -ro Z�_ ° w f ' T 17A 17 rp ?'' Z _�--J j DDfFFUZ. LOCATIONS WITH L,.GHTIIVG PLAN /•NII �� �I� �� (� � SPRINKI 'R PIPLNG.AND 17C too 9►i 6"� �,�� � ,�.�'" y'� '� G.'r+� ���® _� '� 9) DIFFU°fRS AND GRILLES SHALL BE MAKE AND g' 8" /Z 100 �'I'+ Mf�rLL AS SHOWN, N "� Cq� ok -� - 1 I I 10) COORDINATE FTLTFR REMOVAL. WITH tAVAILAPTLE h ,, , ACCESS. 6 t4 1'7 r w B �a 11 ) ALL WORK'TO CONFORM TO ALL APPLICABLE COIiI� ; r N c9 \, Z c9 x S v r' 110 0 `P l cb rl 1D i J OF I "Is 161, Z Tij /f `13F Z.a� Ct> e104� ISM100 t zoo �_� f Cr i t 4.. 3 T0 Zx1� X30 j 2�S X80 [� U v O"(,b /U" 23 0 RRpr�I L �,/� J Z.e0 � ���� �v .• 9�+,AL I O'XIO L0ule4- 't I zs-o I 9 I .__._._..__.._......... s a L — y M ECHAN ICA,L ' ' !IrKUHLMAN r THE HUNTER-DAVISSDN, INC.AIEI�IM k KROKEI -- �` SECOND FLOOR ������� (�'�(�O�V � � Heating � Air Conditioning R�frig�rryiion P ORUN ; NEW --- .1410 S E. 70TH AVINUEP RT AND O1EON 97102 PH�G`N'7r (51,11 (5U3j)J 7 1-W71 3O NW P3 PLACE FQgTLANCOAEOQN 97�' 0 503-2?2 '177'�' �QMPANYMPANY osof8� S_4.. _ __ $ � IIII III III III iil � I � � IIIIII SII IIS IIS , IIII � I III Ili III II, III III IIGI III III III I I III 111 '111 I � III III III I I� ��� III III I � IIILI IIIIIIIII � I III Ill � llillll III III 1111111 '�'-�--•-.__ � _ - NOTE: IF THIS MICROFILMED �O I 11� I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUAL ITY OF THE ORIGINAL oRAwING. Z 93 bz u, Z 6t i I Li i �St 1 CvI t I i I 8 B L 8 9 ib E v Z 1 ,I u IIII IIIIIIIII IIIIIIIII 1111111 I I i I I II�II�I � IIII IIIII 111111 IIIIIIIIIII�,�I (IIII IIIIIIIII IIII IIII IIIIIIIII,. ,.,III IIII IIII I�IIII III�IIIIIII II I I IIIIIIIII IIIIIIIII illll,lll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIillllllll�l II,IIIiII IIIIIIIil.11ll�llll IIII Illi MAY 21 1 990 1" 1 1c 'r 1 r;r �� M ��,,.•• ;��'1l\�'..tiWill. ow • . ..• .••t r4 '1M •• on 16 .94 •• t w• •/•r, �•• T� ���?• •��. �• ••• � • / 1 \fir '/,��• • � �•` •`�••�r��t�,•y ./1 elk v-04 om ' �1.�' ►. M . /� i •'%•!1' r• y i.;• i •• • • � ?.•. �/• t ,. IP4.0v w :1 il■ �• �� / ••' \ 1•..:.�r••. r•� r ,j.! • •rte- • �� N •• • 1 •►' I '�••/w ��. •�1 ` �� •� r \ ./• :+ ••' � '�`` • '�• • • 1 11• .• • •ti;` ' •� • - •�/• •. ,. .... •�• '�`'�•'� :yam •; - .. • ♦- . �I1+ ..7► • �, •t,• , ,. .' �Y-..' 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MAY 2 1 199051 SECTION NOTES -r — 77- T. 1 1 l - - -- _- _ (�— 1 I I -r J/ 0� l � i 1 4 1 1 a1 � � 1 1 1 1 • r---ti r-- --t r---� - - --I - C� ' O _T 1 r -n - - r-- - r-- — li- ----±70 W `-- ---- BUILDING SECTION t FO A9.1 r-- I \ 16, 1 - -; — - -- -- - - -- woo 01 - �� ; ' I I II A9.1 - - - 91 .` \�\ 1 � A91 A .1 I O / I � I r-.j II r--' f I Ell - - A- .8- i L-4- BOILDING SECTION MEl/1M R. ROKER '� � UHLMAN THE BUILDING SECTIONS I H PT©N OAKS OFFICE PARK 11 O'? JO NW 83 PLAC! PORTLAND, OLOOM •797210 803-11212- 1771 OMPANI�CRCOMPANY TIGARU, OREGJN A391v R/ OF p0 ,,,_. .. _ .l.•rr •,,. .6a t g, - 1 _.x '-_'1.x..1. .r A ML t `r III�III 1111111 1111111 Illll 11111111 V III�jI Illll �f 1111111 IL I 1 �LI J �I 111-111 1(I-l-lll��IlllilI y l 1 111111% 1 � Illllll I1jI Illllll I IjI�j1 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN 7L rJI�I, - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL OE 8Z 8Z LZ Z 4Z ►Z bZ Z IZ Z 8I I LI I [ f, glllrr I I I I 8 8 L 9 4 E Z l i. �y DRAWING. 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I - - - _ - - ___ .- -- • _ -. -- - .- _.- _- _ _ _ _- - C RETAINING WALL CLAD / CEMENT t- - .._ � . _ - - --- - -- ---- . ..- -- '-'•---- -- - - - - - - -- -- --' ---_ __-�- _ .-- �_---_ .,_�=� �----- -- ------ - ---_-- ---__..,�-..� - - - -- - BASED COATING. � - 9 MU PLANTER RETA W `� EAST ELEVATION OO "x5" STI . TUBE COL. SURROUNDED W/ 1 1/2" THICK DRvVIT PANEL. 11 PLANTING BED - SEE LANDSCAPING DRAWINGS. ALUM. & GLASS STOREFRONT DOOR, a � aI fi - - - Q MECHANICAL GAS FLUE . 6 it 5 G I 14 I/2" TEMPERED FRAMELESS. GL. DOOR & SIDELT. © � O� -- �.. CMU & REINF . CONC. FOUNDATION WALL - SEE SHT . S2. 1 DOTTED LINE INDICATES LINE OF ROOF BEYOND. 1 i 3" PVC DOWNSPOUT LEADER IN FRAME WALL CONNECTING @ BOTTOM TO RAIN DRAIN SYSTEM 1 , PR. ;3068 H.M. MECH. ROOM DOORS, BEYOND. - '! 2 r 1,77 C) O I O4 - a - - --� „�-- -._._ .-- __ _ - . __ _-_._- - .- .- .- - _ .-_ ---__ ___ -•--1--T . _ _ _ -...._ - - _ _ �_ .-ate.__.__�IL w.____ -.- _...._�_-1-. ;3 SOUTH ELEVATION 1 4 I ( 7 (10, 14 a 1� �21 ) t24) 27' (3611 33) (3 7' T- F T. �_. . — --I I- - - I - - -- - - -- - - - --- ------- COD -. - _. _ I I I �I all O�FI ,i 02 AL aI IL --3mm i U O i I1 "' O I O G 'JA LI Ie 2 b E--a 0 ' ],—'- -7 -- ---7 - -1 .. . ------- O 9 X — — - -. — r- L� WEST ELEVATION ( A F K 3 cy) 1 g I , I+ I i II • --•-- _ �Tf----t--- O Q I (J O • I is - - --- -A L . I NORTH ELEVATION ._..__ . _.__ ._ __ _ . -- -__ ._ ._ _ -- .-_ ._ _ •- _-- _ _-__-_ MEl11N A. KR01(Et � KUHLMAN THE EX-f-ERIOR ELEVATIONS . .�, HABVIPTON OAKO 0 10( 0 N ArCh NDUNHAM !�,)FFIIICE3O fVW Q3 PLAC! 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CEILING PLAN HAMPTON OAKS H )UNHAM FIRST FLOOR R OFFICE PARK II �► sO NW •3 �ACR POATLAl11O, OMOON 670-10 �O�•=�'>!• 1771 1com A61 ( �] PAMY TIGARD, OREGON OF - ' I I I I I I I III IIII I IIIIS j I I �L�IIII III II I•I IIII IV I I I�I IIII IIII II I I � I I I I I�I NOTEIF THIS MICROFILMED 2 S 47IIIIIIIIIIIIIIIIIIIIIIIS � III1II 111111i ' 11111 1 DRAWING IS LESS CLEAR T+AV THIS NOTICE, IT IS [SUE TO THE QUALITY OF THE ORIGINAL L tlTZ L Z Z 4 Z Z Z Z I i Z Z -6TI i L i i $i [ i i i [ l I 8 FT L �8 ► S Z�l �. DRAWING. � Illlllllllllllllllllllllllllllllllllllllllllllllllli,III 1111111,IIIIIIIIIIIIII�II�IIIIII I VIII I1���11111�� III III I�ililii IIIIII� ,I��IIIIIIIII. Illlillllllllllllllui) � iiiillilli�iiiiiiiiiilli�iiliiliiliiiiili�liiiiill�ii�ii�ilililillillilllilllllllilllllll�lllilliililiiiiriil , . AY 21' " 1990 i w _._ r 1 4 5 7 10 11 13 14 17 18 20 X23 26 27 28 29 30 32 35 36 37 � I I �A + - -+ t + - + -- + _ ----- -� - _ - A - _ -_ + --- ------- - o F --®- I _ o - — _ o 0 o O p — --CK 1111 .... �-- --- --- O. O P IL (T) CV + v W + Y — _ _ ——�—_ + a -- r _ _ —--- -- a - - - - -----— 1 � 4 ! C7') 9 10; 14 16 18 20 21 02i 24 27� J ,� 37 t OLD REF. CEILING PLANWL UHLJAAN THEHAMPTON OAKS SECOND FLOOR • - r- . mDUNHAM OFFICE PARK 11 �s �� 0� 20 NW w3 �AC■ PowTLwNo, 001110001110601Y�s079"Mnoa•ttt. 177-1p No I COMPANY TiGARd, A6 . 2 0 0 ' •y,•,yA.r.. .. R � � ` '- i.i-.,..-... - .�••, -. -' � 1 - .-_.-.._..] r_-..p��-I r ■ rra. - a��w .�.... - _... r.aPUPM1F4rNY•�-..�`^... • � I I l i l l l l l l l l l �l 'I ' V I I I 1 1 1 1 1 1 1 III I l l l l l l l l l i l I I I I I I I I I I I ' 1 1 1 1 1 ' 1 I I I I I I I I I I I I ' I 1 1 1 1 1 ! ' 1 I S I I � I I I I I I I I I I I I I I I I I �'"""'"'""'"- '-" "°•'""""`�^•—•� •----�-�-'-•-�---�»<��•» 1 � � ili ' 1 � � 112I l � � l � � ll4ili � ll � il ! � II � III � i � 7111 � 11 � 1 �-� 9I iib I � 11 111, NOTE: I F tH IS �1 I CLEAR I LMED THAN _.— --.L —��--- -- —-- - L 1 --�—DRAWING I —� NG IS LESS CLEAR THAN --- THI3 NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL E Z 8Z LZ Z 4Z �Z Z Z tZ Z 8[-- �T LST Z t t T t - tT DRAk'ING. IIII lllllllll IIIIIIIII IIIIIIIII IIII�IIII illllllll IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIII�IIII�� 'll III!III�IIII VIII III IIII�IIII � �I�II IIll�llll I � I I I II�IIII�IIII�II � � I I II ! lil�llll III�IIII IIII�IIII IIII�IIIIIIIII�I ( � II IIIIIIIII IIIIIIIIIIIIIIIIII IIIIIiI IIII I . MAY 2 1 ' ' 1990 �• NAILING AND CONNECTION SCHEDULE GENERAL NOTES MINIMUM NUMBER OF NAILS FOR WOOD MLISERS �•�:� (UNLESS NOTED- OTHSA'4/Tr,B-ON PLANS ) 1. General Contractor shall verify all dimensions and conditicna( including CONN XON CSF-M0N openings) with architectural , mechanical and elect. i- cal drawings . STUDd TO PLATES - END NAIL . . . . . . . . . . . . . . . 2-164 2. Shop drawings shall be required on reinforcing steel, structural steel. OR - TOB NAIL . . . . . . . . . . . . . . . . . . . . . . . . !;-lod glue laminated members and shall be reviewed by the engineer prior to TOP PLATES h BOTTC" PLATF.,s fabrication. - 9PYN►B TO�JETHER . . . . . . . . . . . . . . . . . . 164 4 16" O.C . LPI R� IOUETSEC`TI. . . . . . . . ., , 12-16d 4 r:.ACI! S1D6 JOIII? 3• This structure shall be adequately braced for wind or earthquake forces FLOOR JOISTS (BOOR JOIST'!) MEILING JOISTS ) until the roof and wall units have been permanently attached thereto. - TO PLATES OR BEAMS - TOZ NAIL 3-10d B14CKIW TO PLATH - TOB NAIL . . ,. . . . . . . . . . . . . . . . . . . . 2-10d h LOCKING TO JOISTS - EACH MM . . . . . . . . . . . . . .. . . . . . . 2-10d BRIDGING TO JOISTS . . . . 2-1(;d COR Nit STUDS . . . . �, . . . 1Gd 0 12" O.C . 2X LAMINATED BEAMS• . . . . . . . . . . . . . . . . . . . . . . . . , o . . . . 10d 4 12 T !k B STAGGERED 3 x 6 T & d DECKING EACH BOARD TO SUPPOR'PM H-EMBERS . . . . . . . . . . . . 40d-"'O-:' :FAIL " ' 40d-FACT :SAIL TO PARALLEL MALLS AND BEAMS . . . . . . . . . . . . . . . . . 40 d (a 6" 0.C. PLYWOOD SHEATHING 1. BOOP SHEATHING 3/4" I.D. INDEA 40/24 STRUCTURAL NOTES AT EDGES OF EACH SHEET, BLOCKING it 'WALLS. . 10d d 6" O.C. AT INTERIOR OP SHEET . . . . . . . . . . . . . . . . . . . . . 10d 4 12" O.C. AT BOUNDARI:-Z CP ROOF 10d 4 4 " 0.C. 2. FLOOR SHRAATHINO 5/8" i.D. II4DEX 32/16 or L2/20 1. Design Loads (a) Basic wind Speed . . . . . . . . . . . . . . • • . a0 mph AT EDGi3 OF E4CH SNEE'T, BLOCKI:1C & wAi=.S . . 10,j -j. . . . , " O.C. (b) Eart ATINTEROF SHEETS 4 hquake• . . . . . . . . . . . . . . . . . . . . . . Zone No.2 . . . . . • . . . . . . . . 10d v o" O. C. (c) Roof Load 25 psf AT BOUNDARIES OF FLOOR 10d y 4" O.C. . . . . . . . . . . . . . . . . . . . . . • . . 3. WALL SHEATHING 1/2" I.D. INDEX 32/16 (d) Floor Load. . . . . . . . . . . . . . . . . . . . . . . 50 pef AT EDGES OF EACH SHEET BLOCXIN0 . . . . . -. . . 10d 4 4' 0.d. 20 psf(e) Partition Load AT INTERIOR OF SHEETS 10d .si 12" O.C. APPLY i' 6 CONTINUOUS BEAD OF 3h 4314 CO.-STRUCTION AD42SIVE TO TOPS (f) Corridor . . . . . . . 100 paf OF ALL JOISTS, BLOCKING &ND PLATr'`3. IMMEDIATELY PRIOR TO PLACItiG PLYWOOD 2. Etaa�ation PAN=. All humis and decayable material shall be 3YPSU!! removed from areas to be built upon. 1. 1/2" GYPSUM SHEATHINO -- 4' x 81 SHE S 31,010K.-AM #11 GA. X 1 3/4" X { 3• Concrete Concrete work shall Conform to ACI 301-?9, (NAIL :.T ALL 3TUDS, TOP do BOTTOM PI.ATr"'S. 7/16" ico Specification for Structural Concrete for AND BLOCKING) DIAMOND PT.GALV. MAILS Buildings , Concrete strength, f'c shall be 0 4" 0.c. as follows 2• 5i 8" GYPSUM WALLBOARD (a) Grade Beams, walls and floor slab (a) SINGLE LAYER BLOCKED . . . . . . . . . . . . . . . . . . . . 6d COOLMI NAILS @ 4"O. C. 3,000 Pei (2,000 psi design) . (b ) DOUBLE LAYFA BLOCKED . . . . . . . . . . . . . . . . . . . . BASE ?LY 6d COOLER NAILS (b) Maximum slum 3 inches . MaximumaT34 agate ;, 9" O. C. size to be if for grade beams and for FACE PLY 8d COOLER NAILS slabs and walls. (o ) SINGL1s LAYER OVER " SOUND BOARD8d70.COOLCi NAILS 0 4"O. C. 4• Reinforcing Steel Shall be deformed bare conforming to ASTM (NAIL AT ALL STUDS , TOP & BOTTOM, Pi ATE 7c 3LOCf*I;IG) Sfepecification ,A615. Grade 40, with a minimum • OTHER WOOD CO1i!a ErT IC';S yiald strength of 40,000 psi for slabs and 3ONNECT ALL BEAMS AND JOISTS WITH SIJ;PSOS . HA.,'G-E:,;3 TO D:'V ELJP" STRENGTH OF beam ties . All other reinforcing shall be 4EMBERS , OR AS NOTED ON PLANS . PROVIDE STA:YDA� PLATc WZhEmS U1+DER HrADS lads 50, with a minimus yield strength of OR NUTS OF BOLTS BEARING ON WOOD. 60,000 psi . Reinforcing laps to be 32 bar diameters minimum unless otherwise noted on drawings . Reinforcing shall have a minimum cover of 3• when concrete is placed directly against soil and 2" ' cover for concrete exposed to soil or weather when placed in forms. Submit shop drawings to Engineer for approval. S. Structural and Steel to conform to ASTM A36 except pipe columns Miscellaneous Steel and structural tubing to conform to ASTU A501. Detailing, fabrication and erection to conform to RISC Specifications and code of standard practice . All welding to be done by certified welders and conform to AWS Standards. Submit shop drawings for approval. 6. Glu-Lan Beams Douglas fir conforming to Standard Specifica- tions for Structural Glued Laminated Timber, AITC 117-79. Combination ­ynn►bol to be 24F-V4 for simple spana and 24F-Vb for multi le spans and cantilevers , 2 ,400 psi allowable fn bending. Ar^hitectural appearance grade with waterproof glue. Industrial appearance grade may be sub- atituted where beams are poncealed. Submit shop drawingF for approval. 7. Lumber (a) Joists and ledgers shall be No.2 and Better Douglas Fir(unless noted other- w-me on plans. ) Blocking small be No.2 ani Bette: Douglas Fir. (b) Paams shall be No. l Douglas Fir. (c) Posts shall be No.l Douglas Fir. (d) All mEterial 3 x and smaller shall be kiln dried. (e ) Studs shall be No.2 and Better Douglas Fi . 8. Plywood Sheathing (a ) :lyvwood sheathing shall be CD-Standard Grade , interior with exterior glue ( unless otherwise noted on plans ) and manufactured in acnordance with product Ttandard PS 1-74. 1 . Roof sheathing j/4" I .D. Index 48/24. '. Floor sheathing 5/8" I .D. Index 4;x/20. 3 . 'Nall sheathing 1/2" I .D. Index 32/16. (b) Plywood shall be laid with end joint staggered . (e ) Nail per nailing schedule . 771Q2 QEo r R 8�f . T , JIM E. EUNDERV01, D P. E. � KI�EiLMAN rTHE TFCUCTUFOAL NOTES 79. T R l �C� �GMoUaftN L EG E N D`J & �Yi1�°iBOLS /$*j KrCOOffC ME � ,, S UC URA ENGINEERryDUNHAM 3Q2 w 23 aL.ACE POPTL.ANG OREGON 970-1G 1503 2?E, ''� � ' ! Ea � - -- - ----- - COMPANY � � �C)M�'AI�Y • 1 � ; UND ��� M1035 N E SANDY BLVD. PORTLAND, OREfON 9]112 g - PHONE: (503) 184-6315 � _ _----- - -- - L- e.�►,,�r p ,>` ,� - y`.'�• '.q;,p • „r,.g1 �M,,MIf' r Iii.iIiii t l l l I I ��� 1 3 I I 6 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ---- -- - TRIS NOTICE, IT IS DUE TO _ _ _ _ iii i iii — i _ � I l 111 "I I 8 �DRA _ I i [ iTHEQUALITY OF TW ORIGINAL 4 ► £ Z 1 , " �' . AY 21 1999 r low 1 4 5 7 (1'o •11 13 14� 17 18 20 (23' 28 (27 28 29 30 32 35 36 37 FOOTING SCHEDULE J T T i74.0�� G� �� /g_¢��- MARK SIZE REINFORCING - 65-0 �� 6�:oN 4549 % 2' 011 X 210" X 124" 11 �/ II „ II Y ' N 1 II // , • 'WON f1 1I Y a 14.15 5•p /0-D i3.O /a-O _ -d 7 /4.1 /5•Q /5.0 _ - ---14-5- ._7 1,0 /�O !S-O _- - - - "s - '� i 2 0�� X 2 '6" X 12" 3 - #4 E.W. C 3'0" X 3'0" X 12" 4 - #4 E.W. 0 4' 0" X 5' 0" X 12" 5 - #4E.W. O1 I E 5' 0" X 5'0" X. 12" 5 - #5 E.W. -4I F 5'6" X 5'6" X 12" - '5. ---- - ------� Or-- -------� F. -----� E r-------- -� E 4 + + + -- + ------ o - + t + A G 6' 0" X 6'0" X 12" 6 - #5 E.W. I -' r _ E J L_. 73/ �� I ' 3'0" X 17'0" X 15" �" . �, /� - „ " /, 4GD e 3 T/E51, r2 o,C. 6 - #6 @ 10 O/C /'may LI1 ��� LONGITUDINAL & #5 g•(r 5•A /O.O 5-O /O-O 5-D 9�G 2 /- @ 12 0/C TRANSV. u '4 - - «1 k'IC f��7 +n 0 FEET #5 BENT BAR W/ 8" 1-7 i r.J _ I -- - I v �°' 'u(ST EL!T) of X16. EOTTOM LEG & 33" V - - ► - - -1 --- I I a+ /. G+�.iDS� 12. 2"], LEG @ 32" O/C INTO - T-- ---- -t J o CMU WALL OVER I ► I It'J1 '�; `� E I I i I 12"X24" CONTINUOUS 2 - #5 LONGITUDINA I � I (SEE PLAN TO DETER- W/ #5 BENT BAR UP M I ( ( W I I MINE LOCATION FOR INTO CMU WALL OVER L__J I 8 REINFORCING TYPES @ 32" 0/C OR 3/4"X I 15 A. BOLTS INTO h� L I w' L L I - I -- 'lAf91.� ON RIGHT) FRAME SHEAR WALL -14 cw I ,Q I OVER @ 32" O/C --- J 8"X.6"' CONTINUOUS 2 - �.� I ( #4 LONGITUDINA DF -�-- - -- r_-__ -1 ^r- -----� r ,_- _-.-� t------------� I ' �� „ I - r- -i _� I F is ELEVATOR PAD FTG. #4 @ 12" E.W. cac-. F I UI d' OI I F I 2 s .-- - . RET- 74 „ N�v • I 4 I•- _J ` OJ ? � � \ "I 1 L 12"X32" CONTINUOUS 4 - #4 LONGITUDINA I I I O 4P F�+�Ea' .¢ L l - -- _J I FTG. FOR LOW #4 @ 32 O/C TRANS. ,� ” / I AiNLNG WALLS #4 BENT BAR UP INT l•7 9-b -�-O X10-0 5- /o-o" . -- - --- - - a0 6-�2 4•b _ Ir n N 1 CMU WALL OVER WITH -` /� " N----- 3-d'� ( w / I -O" 6-4" - 4�d- - D 8" BOTTOM LEG & 33' b l/�'G Jd_4A, VERTICAL LEG @ 3'." I w �► I r I 1 r - FND FOUNDATION REINFORCING O r , I ( MARK WALL SIZE 7 �` r.2, r _N I —— .N I 1 —I — — --- - --- — - - I t $ GROUTED CMU 5 #5 @ 32 0/C VERT. ' ` w 4 s sro��eG. � -- - •� " 3.0 •// �_- - - � F--•---------- ---( I W I I 1,�, I COURSES NIGH (4'1" ) 2 - #5 TOP & BOTTOM i ► I SEE NOTE 4 BELOW) ' IN HORIZ. BOND BEAM \ I z 5 C �� f H `­w \ H I H ^ L ` W 8" GROUTED CMU 3 #5 @ 32" 0/C VERT. .0 O I I `�� K .o I� ( I I �"'--� v --� _ I COURSES HIGH 44" ) 2 - #4 HORIZ. @ TON �--- -- ( V r -_�- -- W 8" GROUTED CMU RET- REINFORCING PER W -� ' AINING WALL SLOPING ABOVE 1 _ _ FROM 5 COURSES TO 1 2-b . o" J AT SIDEWALK OR CURB W 8" GROUTED CMU 18 #5 @ 32" 0/C VERT. COURSES - �y I I �----� _ -_ _ _ _ L SES HIGH (12 0 ) Z #5 HORIZ. @ COUR- 1` I I ��g� - r._ - -_= _ __-- __- - _ # � ! STAIR & REST RM. SES 1 ,6,12,818 BUND i-� 1 I - - - - - -----3 _� O �^J 2 IrZ� n a .Q � I W BEAMS. PROVIDE 3/4" - __ -_ -_ I I �.(� NN s(4 .� I `. I ANCHOR BOLTS @ 24 O C e I I �•/� /_Z I V 8" GROUTED CMU 12 #5 @ 32" O/C VERT. / M � „ -r --- 'I --�- �•-- - L - OJ-- - O po;p" �0" 5'�" �r"r g � AWY �.J.9a I ��',, COURSES HIGH (8'0'1 2 - #5 HORIZ. (d COUR- ,� Of I I I i --------�--� 1 I USES 1 ,6,&12 BOND BMS % iS6iV6R/D "► - I -t—_ -- - --- -- -- ------I -4- - --- -- --- I �N�HORE 5/8 HORIZ. BOLTS @-INS DE I L__ _ J 5 I 1 I �-_ ---- - - _ r - 4, I i I I FACE OF WALL IN COLR- .� r -� /5= I 7 �� /B-lY •`� W .`iE 12 @ 32" 0/C b 12.. 14v I ♦.� FROM EA. END @ MECH I v ROOM. INSTALL HOLLOW H� i �� METAL DOOR JAMB Al TIME OF WALL CONST. cp� GROUTED CMU #4 HORIZ IN EA. SIf►, COURSC,, HIGH, 2 COURSE 1 . CONTIN I " " " ' " " I COUkSES WIDE PLANT-- CORNERS. PROVIDE 2,. 114 .9 /2-O -� 4�0 !O-o 5.0 /O-o 5-o is-o 5-o io-v 5-a _ " Z° I ` I � � I /J-p�� S•O " 5-+0" _- -` -------� t I �-- ER WALL BENCH WITH LAP MIN. ALL REINF, ROUNDED CORNER BLK. � I I ( AT TOP (y� "X16") ----- I I I ! I �' I I ' �l( : I I -�_ _ -- 1 bi/iS W 8" OC'NCRETE ELEV. #4 @ 16" 0/C VERT. 7„-4 1I I ,�� PIT WELL (3'11 112") #4 @ 10" O/C HOR:Z. HIGH __o I .l ti •� `_I E I r -I E� !• r_-I E-I 4 I' 1- E I' -��-1 r I 2 W 2"X6" TREATED PL . 3/4" ANCHOR BOLTS l�� I I p L- -- -� \_=I� �L 44 h - _- _1 �L-- - -� _ - - --_ I h FOR WOOD SHEAR 32" O/C -- - . _ - .- _ _ _ S WALL OVER SLAB �1Or I 9w « � - L T T FOUNDATION NOTES 5-0 /o-0 5-O /O-o 5.0 /.:-©" So /4 / /'*� v h ,Q w �0 t- T 1 SIMPSON H05 HOLD DOWNS @ 8" CML' WALLS WITH , I -D - -- I ( --- ------- - I i ` N 'x ■ - u 3/4" ANCHOR BOLTS 12" MIN. INTO CMU. HD5 MOUNTED 3" MIN. ABOVE CMU. FOR ATTACIiMENT J ,O A TO WOOD FRAME WALL. SEE SIMPSON SPEC S. 4 '4 •O 2 SIMPSON HD5 HOLE DOWNS INTO FOOTING AND =cvjO - I '� h I ►� _ ov THROUGH SLAB THICKENED TO 8" AT FOOTING - -_ r_I 4 _-Lt• ,�,� N , Tvp /-z LOCATIONS. ALLOW FOR HD5 ATTACHMENT TO j Ibb .4 I I !� .o �:'l-� ( , 6"X6" COL. IN FRAME WALL 3" ABOVE SLAB. \ < < h - - -- -- - - -----� e h 4 s I I I � � SE •. SIMPSON SPEC S. FWF 'nW G 44 �' a// '-�- \�- R'-INF. ONSLAB 2" SANDI�ON2X 12 6 MIL VAPORWBARR2.8 IIE.R M �L w J -1 `� B J " h MIA T D GRANULAR FILL. ON 4 .0 C E - 1- r r � -� + _ � 4 PROVIDE 5/8" ANCHOR BOLTS @ALL PERIMETER 8 " -' / „ ,, ( WALL @ 48" 0/C UNLESS OTHER REINFORCING NET /: 7Z d« S-4_ w A - 5-O 3-0 -d INDICATED FOR SHEAR WALLS ETC. _ - - - -- -- -' ------- ---'T_=-=_'-'--- - -- - --- '---- t-� - - -- - _ ____- ' - ----- - - ----- ------ --- - - - -- - 5 PROVIDE FOR CONTROL JOINTS IN SLAB THRU - --� - _- ----- --_�- Y PUIJRED-IN-PLACE TYPE OR SAWN IN FINISHED A �� //�" � /-O'�" - SLAB 15' ;'" 0/C IN NORTH/SOUTH DIRECTION & _ _ 2•v8 `+J AT CORRIDOR WALLS OR 40'0" O/C IN EAST/WEST DIRECTION. - ---- �. ----- --��0 „- - --/o pN --- --�o ON-- „- -- s v'� -5-0'� - .o a"- - _ _._--�3y - __ *�---- ------� -- ---- -�D o -------.- _---_---- -- - __ -._ 6 3"PVC PLUMBING PIPE IN CMU CELL THR��'1GIi 64 �� "` - ' " r B O WALL AT TOP OF 'FOGTING FROM ROOF DRAIN 4” SPRINKLER RISERS (2.) THROUGH FOOTING SLEEVE AND CMU WALL TO FIRST AND SECOND rLUOR CEILINGS OVER. SEE SPRINKLER DRWGS. j 4 7 9 10 14 (16 J 181, �2v 21 (22) 24 J 27 3O 33 37 a LIKE OF SIDEWALK OR ENTRY SLAB OVER, SEE ( ) �► SITE. PLAN FOR DIMEN. IONS. mom PRO JIM E. LU N DE RVOL D P. E. KUHLAAN THE FOUNDA� PLAN HAMPTOV K � OA � Arcti �,r ' N^� STRUCTURAL UCTURAL E NG� INEER �``tt QMC� o r ;� ��HHA► M �y o _ __ _ _ OFFICE PARK 11 S21�L� NW Q3 PLACE AOATLANO, OalfOOf� O7: lt3 e0y 22� �TT& 22' �,�0�' / i 4035 mN E SA NOY 8I.YD. PORT1"INO OREGON 97211 COMPANY I I /v '= Y I TIGARD, OREGON i O N DE ------- - --- -__..--- -- COM A _1 L _. .�-.�J 88184 8408 PHONE.: (503) 184-6315 ---- ---- , Ill{II Il! IIIIIII IIIIIII !IIIIII IIIIIII ( IIII I IIIIIII IIIIIII Illlllllllllllllllillll IIIIIIIIIIIIIIII III �III IIIIIII V (IIIII I�' llll IIIIIIII � II IIIIIIIII I IIIIIII IIIIIII IIIIIII IIIII� ' NOTE: IF THIS MICROFILMED -- __ 5 _- I _SL----I 7I I R L I - -- 1..I DRAWING IS LESS CLEAR Ti1An L - --_ L _J THIS NOTICE, IT IS DUE TO THF QUALITY OF rf ORIGINAL S- Z bZ L� 9Z 4Z ►Z Z Z TZ Z 61 i Lt i i [ £i i IIl I i 8 .8—iL 8 4 ► £ Z l ," ,,, DRAWING, �Illl,lllllllll ' I �I i I I I II� I IIII !Jill II IIIIIIII IIIIIIII (IIIIII IIIIIIIII IIIIIIII IIIIIIII III I I I III III I II I II III IIII.I�, alp I III, lllllllllll,lllll llilli.11 IIIIIII MAY 21' 1990 4 ) C5 (7 10 11 13 14 17� 18 '20' 23 222 (27� n"28 9 34 (�32 3�►� (�6� 37 STRUCTURAL 2 NOTES ... _ 1 4"x6" T&G LAM. DECKING (3 1/�" NET �. _.__..__.___ _— _ O 1HICKNESS) W/ 3/4" PLYWOOD SH'TWG OVER. T �2 .3/4" PLYWOOD SHEATHING UBC CASE I GLUED & i5-y" 15.0'' i5;y" SON /0.O" �-0" /s=0" /S=0" /g:p" } /5�p'' /S�0" 'O��_.._._.____-_ NAILED T(� TRUSSES. PRQVIUE BLOCKING PER NOTE. #6, BELOW. 1/2" PtYWODU ON !NSIDE OF 2x6 STUD FRAMING I @ 16" OC FOR SHEAR WALL - SEE NAILING © Q I O ® ( SCHEDULE ON SHEET S 0. 1 A (D2X4 CONTINUOUS BRIDGING TOP & BOTTOM @ 8' -0" OC BY TRUSS MFGI4. METAL "X" BRACING EA. 4TH BOX AS INDICATEn. � I �:J DBL, CONTINUOUS 2xi0 DIAPHRAGM STRUT WITH , 0; � 4x4 BLOCK BETWEEN EACH TRI"SS. PROVIDE y CONTINUOUS 2x4 GRID !NG @ TRUSS BOTTOM _ -- ---' -__ I C� CHORD EE , OTE #4, ABOVE). I 6 8 3 � [x4 BLOCKING @RLL PLYWOOD EDGES ON NORIn .1 -Z & SOUTH ENDS OF BUILDING, A DISTANCE /f'/" ,4l[PY"0 EOGIE� � � 2 ;I i i OF 16' -0" MIN. OR AS INDICATED. 7 SIMPSON MST48 TIE STRAP EXTENDING 24" I IS I 4 I l0 ; h. ABOVE SECOND FLOOR. ® L__J — i --- -- -- i �' O8 SIMPSON H05 ATTACHED TO CMU WALL W/ 3/4 x18 M.B. EXTENDING 7 ABOVE TOP OF - Y _ - _ - - - - - WALL. ALLOW FOR DOUBLE PLATE ABOVE CMU. 3 3 _49 SIMPSON HD7 ATTACHED TO CMU WALL W/ - — — -- — I I 0 1"x22" M.S. -XTENDING 7" ABOVE CMU. 8 I ! �I ~-- c I F,0 MECHANICAL EQUIPMENT - SEE MECH. SHEETS. - - - 2x4's @ 24" OC. ATTACHED W/ "Z" CLIPS ► I I --i I OVIDED BY TRUSS MFGR. Ol I it i 11 � 1 ! I I �U I 1 •�� 7 � E'l i i _ T —— — — — ----- 'o - I i Q) M --- II 3 9 I i I _ fi to T4 - - _ R I� i .� Ain,- 7 2 y 5*2 I f r Ino I . -2. T 15 zz I I �—® � ---- 11� • O! WLIL I 1 — o i ! � � E' � ' � I `, �I ! ! • III j � � M _. AK 4—) - - _-0 - - I A A - -- --� - _ _ W - ___- 7►��w1►1►- ?�1� •Y?•����� �lw��� �� Q �� �1 �ii�rii►i►�i@i .piiri[ ►�w� y I I _ I '!I G I I 4. I . /6'p" /y'0„ /5.O /�=0� 5 1/8 X 12 � 5 1/8 X 27 4 6 5 1/8 X 5 1/8 X 30 / 15 Q5 1/8 X 16 1/2 Q6 3/4 X 24 /80-'o ___...._ 1/8 X 18 J F 3/4 X ?.7 0• �D 5 d 1 � � � �` 4 ``uJ < C4*') 7 ) 9 `� �10 ) x\14) 116 18 20 21 22 X24 27 ('33 �5 1/8 x 2: KQ6 3/4 x 3; (3�O F 518X2( 4 ... � / L 8 3/4 X 33 7"jet a _ - -- J I M E. L U N D E R V 0 L D PE. I r -� SECOND PLO -M KUHLMAN TSE I r T' OR PLAN HAMP � t N �DAK� _-� ArCh .� �� STRUCTURAL ENGINEER ti_ rM« � ! � Dt1NHA , FRAMIf� G M 31D NW 23 MACE PORTLAND, O � r � O -__ 35 _ ---- -- —_`_ -- i � 1 OFFICE PAR , AEOON O7Q10 603•Z&•P• 1771 � ?2, �, � , K I I _ C�MPAIV� - 1IGARJ OREGON ! �Jo a035 N E SA NDr BLVD. PORTLAND, OREGON 97212OMPAN Y D GON UNOE – NE ----._. ---- ------- --- S2u2 - - PNDNE: (, 503) 284-6315 ,rL •_•,r, _ --J - —._.._. i 94 _._.- - ---- --- - __. _ 914 ! __ •- -�-."."" � "i1'` � _ I„ ���. .�.,, ice! + _. ... . _._.__. � -_---'.+.�-;..s._..........,....._..-�..,..�_�......__...._.... ... .I..•_ . _. � � ,1 , ,li ili ili ili il � ili i � Ali ili ili i i il, , I, ili ,l►lili iliiili Ali iii ililil � i i ili ili iii ili !li IIS �l ' I i i i i i ili i � � � � � ill hili i ili ili ililill , li ili�ll,li i ` NOTE: IF THIS MICROFILMED I 11 - I I I I I J I I I - I-- I -L " --I l ( I 17 I I ! l I 9I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO __ _ - THE QUALITY OF THE ORIGINAL E Z 8Z L? - ' -` - - - -- � - - DRAwIW. t QZ Z Z ZL�Z—�Z i. 6i i Li i i i 6 [ �i 111 t 6 �3 L 9 9 t tr Z t , . ���� ��������� ������►�� ��������� ,,�� I � I lllllh�►1��1111 `� I MANY 21 1990 0 11 ) 14 17 (2 C3 3 6 7) STRUCTURAL NOTES C 1 4 5 13 18 23 26 27\ 2 8 2 9 ......................... ...... ............ I BOTTOM CHORD BLARING 32" TJL TRUSSES WITH o 10 "X" BRACING BY MFR. @ BRNG WALL BELOW. ........ ......... ...... -4 3/4" PLYWOOD SHEATHING, UBC CASE I . ­ 1-1 -F 4 5,0" . /0,04 0 ...........4�. ............ /5'o 3 112" PLYWOOD ON INSIDE OF 2X6 STUDS 16" O. C. SHEAR WALL. 4 2X6 BRIDGING @ TRUSS BOTTOM CHORD MINIMUM OF 2 LOCATIONS PEk SPAN. b DBL CONTINUOUS 2XIO DIAPHRAM STRUT WITH 2X4 BtO"X BETWEEN EACH TRUSS. A + ...... + ' 'A 6 CONTINUOUS BLOCKING @ ALL PLYWOOD EDGES FOR 8'-0" MfNIMUM ON NORTH & SOUTH END OF BUILDING. 14 2X4 STARTER STRUTS @ 24" O.C. CONTINUOUS 14 14 @ NORTH & SOUTH ENDS OF BLDG. 8 6X6 COLUMN IN FkAME WALL SUPPORTING ROOF % - - — '— )C OR SPANDREL BEAM ABOVE. N� 9 BEAM INDICATED CONTINUES OVER 2 SPANS (3 CJI.Ur�.NS) 10 MECHANICAL EQUIPMENT - SEE MECH. DRAWINGS '3)-7 7 r 11 4" RAIN DRAIN IN WALL TO PERIMETER STORM 12 DRAIN (a bIJILDINGEXTERIOR. 12 4" ODRAINAAND ONRRNROOOff4LOW DRAIN IN ROOF (12 ---------- TRUSSES. PASS UNDER GLUE !-AM BEAMS WHERE RE QU I RED. F 13 4" ROOF DRAIN. I:Do 14 4" OVER FLOW ROOF DRAIN. 7 15 SPRINKLER - MECHANICAL PIPING SUPPLY OR /10 RETURN IN WALL BELOW INTO ROOF PLENUM. r-n 16 SIMPSON HHUC5. 125/12 HANGER @ GLUE LAM I BEAM. L_J 00, 17 60" SQUARE DBL. DOME SKYLIGHT ON 2X8 mzm CURB @ ROOF OVER. AIM= IN n/% 3 �c -- ------- --------------- UAA"16 j ( 4- ru-N L_J L 2-0 '>0: X N -3 12 104 4 N T*7 r 07'r 4 4 -4 op c - �' L_j- _i 1 ' CA) C7 _,__ _ A ..Ln 22 4 _ _ _ ._ _ _ _ 16 - __ (Z) o o _ 4WO, v - .............. w 97 w 4i kil .......... + y- y (L-A )5 1/8 X 12 Q 5 1/8 X 27 0_ "o ot (D5 1/8 X 15 5 1/8 X 30 7.4',4 Po , It, % ......... ............... Q_�)5 1/8 x 16 112 6 3/4 X 24 (:UD 5 1/8 X 18 (�OD6 3/4 X 27 5 1/8 X 21 CK )6 3/4 X 33 9 01) ' 24 �2� O4 �14 16 (18 , (201, (2 ( 3 22C \'L� 5 1/8 X 24 (D8 3/4 X 33 p I N ROOF FRAMING -4- JIM E. LUNDERVOLD P E. UHLMAN THE HAMPTON OAKC, IrI - - - Ch %ov STRUCTURAL ENGINEER ft ;.�, DUNHAM -4- 30 NW 23 PLACE POKTLAND, OREGON 07WID I*,V7'1 22,, '�'j /I 1�1 ", COMPANY0mv I UIQFICE Fm_MARK I I 2'3 4035 N f SANDY BLVD. PORTLAND, OREGON 97212 TIGARD, OREGON i UNDERk'40M PAN Y -_---__ ____ _ _.-._ P H O N F: (503) 284-6375 44' As M-0 F_ NOTE: IF THIS MICROFILMED 4�_ _ 5 DRAWING IS LESS CLEAR THAN -__ __�_ _ _ _-_ - 1 _ _ �__- _I_ THIS NOTICE, IT IS DUE TO DRAWING. 1 , LZ 7, 3 T ilii iii1li�ii iiiiliiii ii ii i it iiiiliii� iiiili ii iiiiliiii ii�iliiii iiiiliiii iiiili i �i Ilii iii ' �► II I � Jill I ' I � i�iiliiiililiiliiii�iiiil�ill��iiiliilili�iilii�i L Ill I 111ij THE QUALITY OF THE ORIGINAL AY 21 ' 1990 f) • 5 ?13 4 �6) y_' T �6 r S.W. 66th AVE . 234,8 ..a...._._. _.w. . _, _. . ___. , .._.... ..__,.. _ _.. .._. ..._.. _ ....... ,..... ..._.. _ .„ _..._,.........w_ lip i i v �a 10 c 1'VL r G 01 PvL Tele. ' r { � c L _ r tj 10 10 4 r i e -- 254.8 S.W. 67th AVE . (vacated ) SITE PLAN �... r UHLMAN THEHAMPTONELECTRICAL SITE PLAN . � r� DunHAM id % OFFICE PARK 11 rA 2 ccom� cmo'ucrw l1PANlf A YTIGARD, OREGON El ■�COMP l�[ _ _1� small I I I I I I I I I I I I ISI I I I I I I I I I I 'I I I I I I I I I I I I !I I I I I I � I I I I I I I I I ' I I I I I I I I I I ' I III I I I I I I NOTE: IF THIS MICROFILMED DRAWING � 4i -i_� `iii7ii I�I iI� I iI 1i I0I�I I iI � I iI I I iI 1iI1i ! I iI �I iI I I iI liI�rI .�*� .�..� . IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z 8Z LZ 8Z S►Z Z Z Z IZ Z�6T Lel T 1 Eli- — T— l l ( T — 8— 43 G �8 Q ► S Z l �r u DRAWING. � jjjjIj��� ���I�� � � ��I������ lI.� �I��� I���� ����I���� ����I��►� �� � ���!I ��� ����I�►iiiiiiliiiiiiiiliiiiii,�I��►� ����I � I ► I���� ����I���� ����I���� ����I���� ����i���� � � MAY 2 1994 .r w r 1 P- 4 5 r 11 13 14 17 18 20 23 2 2d 29 30 32 35 36 37 q ---- -- + + -t –+ + + --__ -- -+— + - + - + i - - - �-- - _ -- - --- �- - - ---� - •1 - ------ �- - -� - - - , r Tj pe _ _ t I p s _ I _ 1 .F. PC Type RON- , l , r 1 -- - - } -- - -- —_ — m - - — }l — -�— - — —1 - - -- - - - ' 1 1 - - � } i - ---- _ — -- { i L — --- ._a – – -w --US - i �� i + V X r i Dy — ( 9 -} -+ ------ - . —-..- + — —-------- ---- . —— - - + —i 14 16 18 20) 21 22 24 (27 30 37 UH�. MAN THE �iAMPT0N K"L?E,36, FIRST FLOOR PLAN ' R. aaoaEa, �' � OA ELECTRICAL. ArCh � � Ta�ilt��AM mul, NEW A4d �F 'ICE PARK 11 . tf'� Gy 30 NW )Q3 PLACE POATLAND, ORsaO/w� •7M0 SO3•EEt• 1771 OMPANY ICOMPAN T�GARD, OREGON _, a� ' OF 06� �. a�,u'� 'ILII " _.....,«w .. „r,,. f _.�.�. _..i _.�:.,..i�....r.„. � +l�Ih ••. .. �� � �` �` ;�; � ,� "'ltN4'+�' �� 1 u ' ` .w.,,w•--+��=•�--`�..rr+�-s"`".- ... -- r. .. �• . . _-. _ •�� .,. L:.; '�,un• s,w.r�wTr. .�..rr.. �MOMM•�•r .d'., NOTE. IF THIS MICROFILMED DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL --1 --- - DRAwIPIG, LZ 9Z 4Z Z Z Z IL Z $i I N�[ I Lii i T t 6' [ I it u>< 6 8 L 8 4 ► 6 Z 1 , �. illiliiillllllll�llllililiililllllllli lllllllillliil�lll�lClll llll ��lil,iiiilllllillilillliliil�lliiiiiliil,iiiii�iliii� ilillili�lllllili� llllllllllllil(l�ilillllllillllllllllll� ��l�Il�lilflllllllllllll�llllllllilll �,I.illlll�lll��ll��l►�(►Illl{Illlllllilll MAY 21 19 9 0 1 4 5 7 10 1113 14 17 18 20 23 26 27 28 29 30 32 X35 36 37 ,A - + +- t + -+ + -- _ - _ � - --T + 4• - + - + -- + - - q Ft L _ _._._� __tom i -+--•�••_-- _ y fT I , `=r LA I F �___ -_._-- C I{ I — 0 I i F F T P •. I pc At _� ---�� Aa ' t 7 + � 1 e c t ti- - 16 -- — / \ dwti 19 . !'�---- I I 1 { I t _ r r . :A f 9. IT - , f i _ 1 ' r � � S t + t f v I • W - I +— w . I + + t I ( OY -- 4 -- - - t I 1 4 (7 ) 9 10 14� 1f 18 20 21 22 24 27 C3�0) �3 6�7 THET� SECOND FLOOR FLAN �U��AN HAMPwFON OAKS ELECTRICAL uc` A D�Ji�il- AM OFFICE �A�K I I meg, IRal� OMPANYTIGARD, OREGON 292 �� 7Q NW �3 PLACE POATLANO� OgtOON •7110 SOi•�tty 177'1 f ���COM OF 010S .., / .•. -�. ., .u:' ;,,,; �. .+C".Y,j� .. y.: uY•�..r:....Qyt1Ry .. _ ,�+" .l:IY � - .!A'".•.' -A,•!1_'•'w � y _....._ �.wl�.• rr�..t '�'>I1�+�1`° .wr..�:: ..._.' .4, ,. 5 !tl' wac. .,; r 2 L k1'a9af . � i.,�„N' '"Lam..„ �: 9 .�:.�i _� ..' �_-.] _ '.�.I r ' • r,yrY �. ._w w�r..•Mrryolp_rr_.�.+raw•+...- . NOTE: IF THIS MICROFILMED 1 I I 4 I 5 I 6 I 7 I t1 DRAWING IS LESS CLEAR THAN T-- �_� THIS NOTICE, IT IS DUE TO __ _ _ __ _ DTHE RAWI�j�AL1TY OF THE ORIGINAL E Z BZ LZ Z 4Z �►Z Z Z IZ Z 81 l LI i �i i S�t �i It t 8 9 L U T f S Z I I I I � 11J �'��I ''• it � 1111 I I I I Ilfiill111 � ►1111111111�11►II1�11 I �� 11�11111111�1 ii iilil.iii„ >III�II li�l. .il llllliil�llll.►ilii I,1� I�lilllll iiiilliii iilllll►1 l�lllilll il�ll _11 i �� 1 ii �liiii ilil lill 1 , 1990 MAY 21 � � , Att 1 4 5 7 10 11 13 j 141) 17 18 2Cl (23 '/-6�'�`"-'-_�- 1- /S~°� -"'--�I -Irt-Gr�6���C"'O Pa-wtiee Lt.©z'�0—'"I..-- - (��-/O--��`'Q`�•o II G\Ca'-U�r,S`rfi'•Oa�.y♦����� ��'�-tt- _ I`I �.... �X." 2TII 7 �\ fI �f r 11 222)� +i 811 .3::. 6:� -3T4 I 7 S•0 + AL 13 A A �_ �Gti 4 F b 4 P' q vu —.,rl-4V A' PVC. ce 5, a 1>140Vop L 1 lip- 44VU cc 119111, V - -- .. 1 TY • I a>n Ir18'R 'a � �.��� .T,.r• ....... _.._- -nw_.�.= '... �I1���)+� ( ,....Sw�M1.r.s�H ,.ri1w., yq�....w^r'u' � `I x,6.;..0" ` "'�1" be'!'Si'�.r t ..., A .. ... ..-.y��I#IItcII uI'��(�l..GlIr�i�IIIyIl I .ZIl.�IIIl'�,I1t1i81.1 Z IzIIl��_I I,I�_.Llol Z1l IIl Il�I l Il a�di IoIl�I•IolSIIl II I I I III1I�EI��_iIIflIl_II-i1_lIll�lIV_III II�_II,I I[1I II III�III�I!IIII I I[lIII I��II i1_II I8\'iI_llI�ll�_l_l I�'NI►yI l_llI.l_ I LI_I_I_I 1I 1 I V8I�II II IjV)I I�II�I II 4II II I+ 7-4 PIII � IIII III„►_ I�I III I�I I I£I�Ill,l�lI lIil I ZII IIIII�II I I I�I IlIII I�r IIII IJrII��.III }I C2 �4 (4 ) 9 j (16) ' 2 2414 0 (33) 3... 7,e ,. .. _.._.._ _. r-- a e4FIRST /FLOOR._ _...—L...A._. FFICE .:�..N M1N R. KAOKERlHLIANTHE AKS P )WER & TELE.OPO IAI, AEi1N A�K ii 30 NW Q3 PLACE ROATLANO, OFIEGC •7910 803.222. 1771E 2w3 TIGAFD, OREGON OMPANY ! COMPANYlOF 0o - --_.-. 84016 NOTE: NOTE: IF THIS MICROFILMED 2 �L � lDRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO i 9 DRAWING. I IIII . IIIIII�IIIIZ1(I111� IIIII II1II � Ill III1.11IIITHE QUALITY OFTHt ORIGINAL g MAY 21l99 0 Pu IPo �.l. , --�� 1 4 NEW 5 \ 7 10,) 11 13 (114') 17 (18 20 23 26 ?27 28 28� 30 Q3F 35 36 37 ELECTRICAL NOTES - - --- -. . --- ��`�Q~ -- - r. - - ---- -- __- - - -- --- - -- - - U TO HOUSE PANEL - FEED THRU TIME CLOCK. • G6�CIV HP "Z . BUX ROOF FAN FEED FRONT PANFL l0�0" �;�,v �;Or, �•0� ��•0.. �� y J - VERIFY Lii'AIION IN TIME CLOCK. 3.0 /0• 04", /!•D /t 0 , --� J-BOX 1'N CEILING BELOW FUTURE FLOOR OUTLET COMPRESSOR FOR HEATING SYSTEM - VERIFY LOCATION & AMPERAGE. i ( A + + —------- + 4- A) mow-_ --CC) -177 (` Cl 3 I � 2 _- 161 A - i F 1 114 2 --------- R O — --- - +1 Z it (Dm _ t/� � � Irl rya � I __--=ems- .; •Q I + � nr CS ) I � SYMBOLS. & FIXTURES TYPE "All I • I TYPE "Al" -� TYPE "AZ" —cuTYPE "B" , �--1 TYPE "Cl", F1 I �'1 b TYPE "D" -- - -- W TYPE "E" (w, — TYPE "G" 0--; TYPE ..G1.1 TYPE "His II TYPE "Jn - ry V4.4 if AP IV 1 14I 0~ 1 ) 4 7 8) 20� 21 \ 22 24 27 30? � ;. 33 37 -- 1,,► O- SECOND FLOOR PL v WLVM N. KW11 UHLMAN THEHAMPTONO AN OAKS POWER & TELE. . 3 Dtl14HAM OFFICE PARK I I : �, O� 30 NW !3 PLACE AOATLANO, CM000N 97W e«s•eet• 1171 C� C� pA��� TIGARD, OREGON E 2A OF p a ..«.. ...+.3w ,. tt- _...::7rA.:, ..-.•d.;.. ..- :,-. r'{,elYa!N�;j�' � °'W � .-a�.d�- J �--- �+r+.�. r '.hirtal ` ' IIIIIII IIIIIII I I I I I I I IIID I IIIIIII VIII I IIIIIII I(I I I I I IIIIIII VIII I IIIIIII IIID I IIIIIII VIII - �— L--- I �� ► � `�_ --lIIIIIII VIII I -I-I-I-II-II II-III-I-I�II_II_I_II I.L.►II LI 1111111111111111 C111111111111111 NOTE; IF THIS MICROFILMED 41 r 1 :;��..,r.:x._ --- _- �..._.---...:,•w,W...r,�,w,�. .,... DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TODRA THE QUALITY OF THE ORIGINAL 16 Z 9Z LZ 9;'' 4Z Z Z Z IZ OZ 9l l LT l l I ll l 8 8 i L 8 4 ► S = l ,s u � ''I II IIIIIIIII II►I � � � I I�IIII IIIIIIIII i I ►III Illlrlll Illi lllllllll IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (IIIIIII! IIIIIIIII IIIIIIIIL► �� �,. IIIIIIIII IIIIIIIII IIIIIIIH (,III I IIIIIIIII IIIIIIIII IIIIIIIII Illllllll IIIIIIIU II I IIIIIII IIIIIIIII IIIIIIIII III I I AY 21 � 1990 , r