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15755 SW SEQUOIA PARKWAY-4 I /Landscape Flan Dim, F'aving Flan DIM, i• y" II1!rl'II11 i" Extru.11ed c'onc. c-urb I" - Extruded Conc. Curb �l'I ' � ' I / E oxy Bond (Asphalt Tack Goat I E uxy Bund (Asphalt tack Goat 4 IItE'( tS �3D' •,� / A. G. Paving) TA. C. F'avina_ ) Architecture) Planning/Interior Design L, ` Finish Surfacing (see plan) h" ° I a Finish Surfacing (see plan) 15055 5W. Seyuioa Parkway °o Crushed Cirdvel Base .°„ °°o �-- l,rU5fled Gravel Base I♦ . Suite 170 Insertion pont --- +- Portland. Oregon 97224 o - for symbol illn_ ° o I (Sea Site (503) 824-7798 A'pX(503) 824-0835 Plan) I o �------ 0 ° (�'Q O• ck o ° 1 ?3 0 J E C T T 1 T + o U a .O O� ° U -000 • ° �.' C) ' �' OQO e ° p • ° o° ..F 1 4• , ' ��/•w --� P R ._ Note: Expansion Joint spacing 200 Ft. mdxlmum and all Note: Expansion ,Joint spac.lny 200 Ft. maximum and all f?oint6 of tdndency contraction Joints 16 Ft. Maximum points of tanclency contrac=tion Joints - 15 Ft. Mdxlmum .C)• AGK S �,1� ��� 2�``� EXTRUDED CONC. CURB — EXTRUDED CONC. CURB &95 NT. HANDICAPPED SY�1BOL_ ��' STRAP P OFF=ICE SLOG. s•►�cr • T f�ARY:ING .:�� SEQUOIA PKWY. I �p4__of �s C A.C. F'avinc lax. ILS Llftg tPp p 10 - ` � iv 144,`05•°= t �� 3,4 Base (uursc� a 1L� Base Course, =� VIII ILII{ I / Subbase 11111==I1 I�IIII V Ga yx.' ' PY \�ci TOTAL: 6.08 ACF'.E5 Note: 1 r7m dGt Ease wR cl.'OSLING �C� / i• �•�\ aj pp ARM AND LIGN1 PROP05ED FUTURE PARTITIONING Proctor to d o atdnddrei � � a PACIFIC Procter max. density. � � ����. .� ���'r \'`�.�• � ,- // - / /— Y- , L.P. A. C. PAVING SECTION REALTY = o ��� ,°A�► ,>,���,.� � ASSOCIATES, L.P. 166,5 Tooled Control Joint \ F\a• .,- `i N \ p �r c� td Concrete Slab or Sidewalk °^��• -� H E V I S I 0 N S tr - - rIUN A'R .\� + h� L• 6 9 CRI P D 1 i \�.� •5M CIVIL DRAWINGb r SEQUOIA `.� �, FOR TIE-IN TYPICAL. � '7 4 r ry }a `R'D' .�•�92.p' - � .•� , OF ALL ROOF DRAINS r�. ° p� ode A o \' +� 184. rwu \9 .Ni; To.P. .. .1 \ t 0 0 e �� W 170.0 o e_ O 0 ` F�•D' r.O.P.,\gabs x. ._� 34" SE 01 A 00 ° ?.� a\r+i` / `v 30' S QIJ 01 A SEE LANDSCAPING PLAN • o '�? o° .0• �i O / FOR EXTENT OF WORK C X". _ O ,l S;` , /'` Exist. <�t7s.o -- --" ,� �, `; ROCK —.._ COLD JOINT Tooled Control Joint � o ye�, x L2, `\ `�----T SICK SIGN ~....y- - - ..._._`_`79.0 O \ j WALL V� _, � _ EXISTING F'05T5 Concrete .Slab or Sidewalk � a°'6 - WITH CHAIN \ 175.0 �.J TO BE REMOVED POST MARK ED 76A CITE o �� o cf O — ---- _ _ O JOINT _ CO E CONTROL JOINTS �-- 4 - \ 177.6 T.P.' ------------ r:oncrete Curb — Landscaping IQ 0 °° ° II� �Ifil1- lilll o �III�IIIIIII(D • � ° SATE PLAROOF FLAN ° 1 °� C) a O 5GAL.E 1" = 30'-0" CURB / LANDSCAPE SECTION NOTE COORDINATE GRADE5 WITN CIVIL f Cl�t9LnY1D IL A ! 1F , Concrete Sidewalk (broom finish) ( U, ti Q - u 3 f�:EE3AR N<)SINCx W/ I�Z° Landscaping - j! t'IIN. GOVER/\6E TYF-. SITE PLAN 4 RFH/\R 0 INDEX OF DRAWINGS 3„ h„ Sidewalk (5'-O" U.N. J U i ° O.C. r YF:I. rJ hs �/ _.. A I�D -f ° -- CIVIL_ DWG. BOUND UNDER SEPARATE COVER CITThAR # 4 REE3AR UJ/ n„r..�.,�� ROOF PLAN °'io 7e 2q° v SL.EVE IN SIDEWALK ° p ' o END I I ,b���4��1/—G.2F�.. . .• •° ° , o _ °11° A-1 SITE PLAN/ ROOF PLAN AND DETAILS Ur ° — HIM: c,r�u�NED ROCk:- �A,E ° '' ° >- A-2 FLOOR PLAN AND DETAILS � �---� °o �1..go 0 20 a 0o d 60 �' c I I- • 'J I I Imo) .10� r...� ....,�,:�5��s'C?� Jr,/[7/C� DRAWN BY SCAB A-3 EXTERIOR ELEVATIONS 'SECTIONS AND DETAILS - Dafe: � � n r- , I a30 0' e `---_F9asp course 9-03-91 . 0 - O r _ • ° ° tmcrete Curb I (^ -- ) D�T�tiA!/ =1 I I =_: =1 I S--1 GENERAL STRUCTURAL NOTES �� �(��r mem T"-=g °°°O 0. o I---� - - �-- E. ANIEL INGRIM `'" 4C�8 S-2 FOUNDATION PLAN TUAIJITIN VV EY FIRE M�RSkAL OFFICE ti i --- A1`Fiit.vgj . . . . . . . . . . . . . . _ CURB / SIDEWALK SECTION SITE STAIR SECTION III --III— CGlvh - „ALLY APp'�p�ro : ; r� y ntu,«uro Nr __- --- -- g S-3 ROOF FRAMING PLAN neon ^ILY i9 NpT a'I A. . . . . . . • _ -0' SQUARE t''+ ' ' UVEASIrTNT'S. D, OREGON A- -� S— '4 CONCRETE DETAILS AND PANEL ELEVATIONS 8'• ('I'•_OLEITEFi . . . . . . . . . O � '� � 1 r — ^ t+ nN L I. NER t' JA Or, (1� 5 • .ONCRETE AND WOOD DETAILS �1) • 19755 8W SE©UOIA PORI.14AY f. fJF 8 w +Yi I IF THIS DOCUMENT IS LESS -TIL III III III III III III III III III III f 111T T TI•i' 111 lli 111 111 1111111 111 TI' 11 Ill III I I til III III III III III III I I Illlill'111 III Ill III Ill ill 1111111 1111111 �c) LEGIBLE TI AN 'PHIS NOTATION, I I 11 I I I `� I I ���I- - I�--_I 6 I �I I I $ APRIL F_) 1994 0 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. _-- r..-__ ..... . _-- _ _— T- -- I I EE' 8��et et La I 9��ZZ II rz U Z TZ OZ 8�1­ I 9I LT 9r7.I {N41111 IIII�IIN NII�IIII II!f411 IIIIIIIIIIIIUII�IIII IIIIIIIII IIiIIIUI Ilii illi lllllllll�al11;11i Illi I1111111111L11111111ll,'11lll�lfllllllllllll IIIIIWIII I � 2 � � 8 4 � � Ingr•irn C Mills I 165'-9j1 Architects/P.C. 1-�II -(,)Il Architecture/ Planning/Interior ior Deeiga -0 � .2 15055 SW. Sequloa Parkway2L� Suite 170 - ---- ---- -- ---� ------- - --- ---- - - Portland, Oregon 97224 - (503) 824-7798 FAX(503) 824-0835 DA t" - --=_-_-- Lam- f-T�_ _ — T—T MATERIAL FINISH OFFICE BLDG. MARK SIZE _ _ HARDWARE GROUPS DOOR Ri4f•E DOOR HWA.ME 3:0 x 1-C,II�. M'I fH F•TG "1C1 4ROUP 4 AT 0 -- - - ._ -._- -- 1 - .. _ o=- i-O'x 1•p'x P,� M•1 FM vr� P7G 455REvIATION5. HARDWARE GROUP A A .FAGT�IORT FINIOHE a�• IEti. ^•7-.r FMi6.. 4.E "UGEi. Ii P. LOCAs . .,.E. C" ._,ItRI,HSEOUOIA PKWY. I HM . HOLLOW METAL LOG 1 KSEr 6Gk4uE C" r.Ir. uN—OIINR"- J.J. P . PAINT CLOHR LCN ORE' 'e'r!O• �. AA.ANODIZED AWMINUM I TNREewOLD PEFK.O OWD "S:.d .62 -.-_ 61.6TL.. 6TAINLES6 VNEL I.et 6$ATNERSTRIP PEI-ICO �C3 QALY. .GALVANIZED I.0t ISILffNCEfft 6Lr"NN xNer60N 66+ HARDWARE GROUP 5 a,r ITEM MFR PM164.4 611E,MODEL• �,. 1 Pr dune MGKINNEY ORD 11A.211.6.y..1" I L.00KAEI eG1.LA 1! ORp W OuNR bit el,,ENCERe GL rNN�OM/601V G.i. I II I 1I1 N 7 I I I 15.U. ROOF. �--- ---- - I FIN. FCR. ELEV. 172'-0- FLASHING.( - 4 oz . INVERTED LE..4� ���_ •.� - _-_ _ 20 CSA GRAVEL 57of- - - — -- - -- = - ., - r • 4 • +r K'LY'�IOOD SI-I i�A�H 1�iG. _ --- COVERED ENTRY - 2 x 10 '-o" x �'•��° GRIDIFOR 2 x 4 RI PPF-ID NA.ILER�/ ,I _ ANT PACIFIC EREN E_ ONLY I I 14' I 14'. J '____— - 'JII PVG DRAIN PIPE Ia'-c �I COLUMN ROUTE CoNG SEAM. TH J LIQ noon T , He 11 ALLEDRig -_ - - J _ - - I F o , R� ER REALTY TO N DAT I N 4. F TO C... =0f� TIE CV r EKY TE�1 rlT - ;. ��RM JRAIN. ---1_-.y L - 1 1 ASSOC..• . IATES, L.P. L.;�.fE OP LONG. lSEj.AM �. III I - II COLJMN H E V I S 1 0 N S NO'I D ---- - - --- � STORcFRO S - N A u r LL )z� -��- -�-- ( . _ _ - JCAI N [DF IAI I_ Or BRIG �1 C.O. — —- - - -- E - ---- p===-- lL �-�L 4 A2 A3 A2 OGL 1' 31/211 � - -- -. ,�► 4 Oz INVERTED LEAD ZOr�A r�RAVEI-•� I % FLASNiN� FLOOR PLAN ONE STORY OFFICE BLDG. �DTOp � I PLYWOOD SHEATH Iti SCALE 1/6=1'-O" TOTAL SO. FT. 13720 I" IN5UL. GLA55 _ - ANODIZED ALU . STOREFRONT r SYSTEM PIJILLED OUT TO - - --- --- , N V2" OF PANEL EDGE � ° 0 1 ,. 2xIU (� ICn11OG i � I f T5 4"I4"XV4" TO ~ 2X4 RIPPED / STRUCTURE .ABOVE �`T1'.2,• NAII.E.P, CANT L -�" Y DIA. PVC DRAM! LONG f3EAti1 ---- �j ' - I" INSULATED ZING _ - 3 PVC, ORHIN PIPE I PIPE RU GOLUMW RE:OUTIN51L -THOJT51DE L TO FouNDA--ION b RE=FF_R r TO CIVIL F-OR TIE INTO 1-DRAIN PIPE OUTLET - �I��I - STORM URAIN. -•r- - 5EE CIVIL FOR _ LOCATION FACE OF CONIC. PANEL FACE OF PAN ABOVE A13OVE —------ 4�, I�1�zT Ut>s ' "r i 2u�c'R ��'R"I�•• �IN3�. `''we Opp ca&,-r '°G '°''' "TMie"ji-IROOF DETAIL A COVERED WALK CORNER DETAIL CORNER JAMB REC. ENT. AL 1 _ S H E E T T I T L E FLOOR GL " c o cicIlne 'd 9'-O" '44rr o C I V ►n Q - BRICK VENEER LAN �-- e Conc. flit-up Panel ( -ROWLOCK - - / p ° . ' ' y ;' :;)?':; Tilt-kip Cor,:rete Panel I / _Tr -24 GA. GALv. METAL T5 4X4XI/4 TO , • • :o I i BASE StRUGT. ABOVE , J N.M. Frame w/ crlmped "T" -Backer rod Q sealant "Zip strep" drIr:, r anchor d into pours n o concrete •k LWcg dop- cA>4c. F'AtihcL<-y3/4" - f - - PLYWD. W1 BUILT-UP 3" DIA PVC DRAIN I ,4 uhamfer. 1 "� Cf DRAWN 11T S(:AI$ ,�LI 3 PIPE U�11► UM.rr.�yya^���y��jp��•�U.Ir ROOF AND MINERAL GAP SHEET 1 3/4 Chamfer „ FRCKED eY — DA17 rr %E1�L n1 I 11,2" Mtl. Stud Above OpenII _ I/8'-1 O f CC NC. PANEL ABOVE ; 1 I to 9-O r_Iq F��•" cit II-J/ '21 G,�• G4L•.' --- � - / T.O. OPENING I �► 9-3-91 I "It' GaN c. I I G 11 0�tz�.l � �� / E1.= l'-2" A.F.F.' I� -� ���,u `�� >u►r UN OR1N-FY2 Ci'.MrRvr�fr ry, t•l coNG Lr Ip1 cl.�/I SNC.SL -5Il_l. I �ry I �vj� Zoe eo. W. M. Door a►.1 Frame E. NIEL INGRIM �j 14 c'?FAI - DIUWIN,; 4o 3 PLAN M-7AIL 2 rYQ .L 5 ROOF DETAIL COL. DETAIL COVERED ENTRY PANEL SEALANT JOINT cAT TILT-UP) DOOR JAMB / -HEAD ; D, OREGON 2 --- _ IYI —1 -.0" — -- -- ------ — - - - 7 - - - 11/2'=11-01 LOCA'f!ON I I/2'=1'-©� - - 1 1�2�=1'-©� AL_L E3LDCxs. - 1 1/2's1'_E ,� ' ��~, -1 w*n QT' � AI 1.,-75!z, SW SEQUOI0 PARk.WAY OF 8 1 2 3 4 5 6 7 8 9 10 11 'APR IF TI3LE THAN THIS NOTATION, - IF THIS DOCUMENT fS LESS T I I I I ( I I I I I I I I I tel I I I I I I I I I f ( I I I I I I I I I I 1 I 1 I- I I I I I I I I I 1 APRIL 23 1994 I •' ` w II , _� I1 11 �� I � I II-I� 1 � _ IIII II. _LI__I_1jIL_ _I �� III ISI ISI I _ ► I � II � I III I � I' 'IIZJ - , I• lj � I I I V I I I I�I I I I I I I I t ISI I I I I Ill I I I I I I I�� I ` +� IT IS DUE TO THE QUALITY O!THE ORIGINAI. DOCUMENT. _--- - _.--- __-- -. .- _-- _ -_-- -- - --- - niLaglu - Noae �Ee��29ZL� 9Z ZZ YZEZ LZ OZ 8[ 8i T9T416i E�i T ��oi 9 IJIllli!IIIIIIIIIIIIIIIII II!!IIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIIItI !111 IIII IIII IIII Ili II IIIIIII�II IIIIII IIII IIIIIIIII IIIIIIIII IIIIIIIII11111ll1Wllllllllllll�ll 11 "u 11lllllll�►►11 IIIIIIIII IIIIINII I'-11/21tl_ _ B U. ROOF 04/CAP 5HEE r - J — BASE FLA5HIN6 EXTEND OVER TOP OF PARAPET — SLOPE I � 20 GA. METAL COPING W/ CONCEALED A- LE—D C L PS � I In grim r m Mills COPINBCK-UP t EAtED 2 x4 NALERS/ LKG TREATED ... - - -- Archit.ects /P"( . Hi LLU111111MMU111111111 - -- I" 2 x b" FORM/NAILER TREATED Architecture/Plannn Inter Design 1 ------ --r - t I�2 - 15055 SW Sequioa Planning t i 1 - >uite 170 II Portland, Oregon 97224 = I 5oLnIER couksE (503) 824-7798 till �9GL� -- ---------------___-- FAX(503) 824--0835 _ I - - - CANT STRIP COV. ENTRY PFDN -- ), )( ROWLOCK COURSE (1/2" CORBEL) l� SLOPE / PER F ==FIN15H FLOOR - - ROOF SHEATHING L_.-� l _ J L � --- _. - ------- --------- ---- - -- �, ; � P R O J E C T 'I' IT L E GRADE (REFER TO GIYIL) i '-`�-----FOOTING Q PILINGS (REFER t0 STRUGT) 4 x 6" NAILER IEEE STRUGT) COVERED ENTRY -- 3 1/2" (1 BATT INSUL. W/ VAPOR BARRIER ----- METAL COPING PAINTED 5 1/I• 6 I/Z" 6 lit" 5 IR" - -- SOLDIER COURSE HIGH. GONG. WALL W/ DAMPROOFING 1 EA ELEVATION ROWLOCK COURSE �l L O W FACE BRICK GRID NOTE: ALL SOLDIER 4 ROWLOCK GOUR5E5 (GRID) \ - DOUBLE SOLDIER COURSE SHALL BE MITERED \ - CONCRETE PAINTED -- r OFFICE BLDG. ANODIZED STOREFRONT W/INSULATED GLASS FACE BRICK W/ CORRUGATED WALL �`� INSULATED STUD WALL W/ PLASTER FINISH TIES 0 Ib" O.C.E.W. —� AT HIGH PARAPET 7 SOLDIER COURSES W/ I" CORBEL_ (TYP.) LOW PARAPET -3 I DAMPROOFING ON CONG. WITHIN CAVITY --�' 1• SEOUOIA PKWY. ' - _. ... ... WATERPROOFING MEMBRANE IMBED IN MA5TIG u nmu nwtlwthr mens mm m am auurnnu rmmnu,aum,«»,.,,.,...,„»».Kms uveuarammvumu n u nra:,c mmu.u: m _-.". __. - - -- —— PROVIDE BRICK WEEPS AS 32" O.C. LIL- --- - - - CONtI. S L. ANGLE BRIG LEDGE ---- _... .......... ....m..m.............. ...,....... ..._.. T =- . ._............1., - 77 .._.._.._.........._. ......-... .__._...... ...W..W. ,,,_, - GONG. PAINTED .._ (III i I II LINE OF CLG. INSUL. BY OTHERS --- - - - -- �._ SII .- — _ _ _ - - - L 2 li, STOREFRONT NAILER 70 WALL --- l � C)� �- - SLIDING ENTRY DOORS-4 SIDELIGHTS BY OTHERS 9 s FORMED DRIP — ---- -- k 1+ s _ PACIFIC ] 3/4 FORMED CHAMFER - t BACKER ROD 4 SEALANT — ( 2 NORTH ELEVATION �, SOUTH ELEVATION BACSTOREFRONTR ROD Wi ry INSUL. GLASS � 411 ,c AL1 i,B I ('3 U.S. ALUMINUM, 5ERIE5 05451 REALTY SALE ASSOCIATES, L.P. 8 ( 7 ) 6 5 ) (q, j 3 , PARAPET/HD. DET. 2 �1 �scALe i 1 T H E V I S 1 U N S ' ! 1 - - - - - _ NO D ■ l CRIPl10N DATE LIGHt'G _ _ -2 = -- WALLPACK ! ) _ =j A" —- • 4" ALUMINUM STOREFRONT 5Y5. OFFSET GLAZED W/ I" INSULATED GLASS I H.M. H.M. FON. REFER t0 StRUGTURAI_ - - II 3 ALUM. SILL SET IN SEALANT LEAVE WEEPS CLEAR — , HOLLOW METAL DOOR 4 FRAME Ptp. \ I/2" EXP. JT. MATERIAL @ WALKS OR LANDSCAPING 20 GA. GALV. MET. GUTTER 4 D.S. PTD. SEE PLAN FOR LOCATION - 20 GA GALV.METAL COPING PTD. SOLDIER COURSE ROWLOCK COURSE 4 EST ELEVATION FACE BRICK = DOUBLE SOLDIER COURSE -- / - - CONCRETE PAINTED / ��� WDW SILL m FDN. - ANODIZED STOREFRONT W/INSULATED GLA55 - CONC. PANEL JT. W/ BACKER ROD 4 SEALANT PARAPET — -- - - -- _ ---- - B.U. ROOF OVER WD. SHEATHLI,dCs-- (SEE ROOF PLAN 5HT. A-4 FOR SLOPES) I 3 1/2" (R-11) BATT INSU — A 3 4" ALUMINUM STOREFRONT 5Y5. OFFSET GLAZED W/ VAPOR BARRIER r = Q W/ I" INSULATED GLASS, U.S. ALUMINUM, 05451 � BERKLEY ROOF SYS. (SEE TRUGT) J VINYL FLASH 4 SEALANT, LEAVE WEEPS CLEAR TUBE STL. COL.— - SLOPED SILL IN GONG. PANEL -- A j. 1 1/2" x 22 GA. METAL STUDS V 24" O.G. W/ �� ` CONC. FDN ON GRAPE ,5E STRUC r) 3" (R-11) VAPOR BARRIER FACED INSUL. 112.0' GYP. BD. W/ CASING BEAD BY OTHERS DRIVEN WOODEN PILES W/ GONC FOOTINGS AND SLAB ON GRADE �> REFER TO STRUCTURAL_ DRAWINGS 0 NOTE, GRID LINE LOCATION VARIES a0 SILL WALL5 4ARIES 2°� II/2', SEE PLAN DETAILS FOR CONDITIONS 5 I/2" 5 } BLDG. THRU SECTION WDW. SILL WALL SGALE 5�_ALE. I" I'-O" HEET TITLE B. U. ROOF W/ CAP SHEE' OVER 3/4" (MIN) ROOF ��La� ATNING - GRID B.U. ROOF OVER WD. SHEATHING PARAPET LINE-� �(SFF ROOF PLAN SHT. A-I FOR SLOPES) 4„ ___ _------- 20 �sA. METAL EDGE EXTERIOR ----- I r - i .� _ :O s". �'E .. IU F�.. W. TF • 'S � �- �..�_. �`f. • \ CONC. PAINTED — ----- ---- ELEVATIONS 3 I/2" lR-I U BATT INSUL. `` 6 - � I I . _1 W/ VAPOR BARRIER x OIt 7 /� I - aL Y _ I C STOREFRONT NAILER TO CONC. WALL -----�\ E3ERKLE't' ROOF SYS. (SEE STRUCT) _ � - � 4 w u; 4 x 6" NA!, E. !-. , SEE .,)Y ° -- TUBE STL. COL. Q `� 0 Q FORMED DRIP (TYP. as ALL OPNG.) qq 3 112' (R-11) F4TT ', :I•J I/ �I `, 3/4" FORMED CHAMFER -- �\ Dp;." BY: CONC. FDN ON GRADE (SEE STRUCT) I? 0 a At R? F3Afi� ER --- _� r� " , GARD AS NOTED " - - 172.0' Dia — rlatcx>m BY:BACKER ROD 4 SEALANT 09-03-91 • CONC. WALL F .�INtF C ---�` 411 1{I — — - -- UTAUN Ix 511 2© CjA J. CLG. lU/ INSUL. BY OTHERS —.-------- - -- �V' D '`(ti ORTHEL O O. STOREFRONT W/ 1" INSUL. GLASS }� E. NIEL INGRIM f� f oB 408 muvDla Ilo. GBLDG THRU SECTION 6 )NC. PARAPET DET. WDW HD. CONC P NO, OREGON ALE 1/8"=1'-0" — 11 _ __�_ ___�___� __ -� 10 SCALE I" _ 1'.0•' OF o� 1575c SW 5EOU07 A PHPI WAY 7 OF 8 MM,....-,. ...-....r....w,n.rlRlr" ..-.n..,,..,m•.....pc/IM' - .„..",..w"T:':. -. .. ! Y+i ••%ronM .,.....»wwa...+.a+r.' IF' THIS DOCUMENT IS LESS T r l l l l l III I I I I r I I I I ! I I f t T I 11 r r I I I I I I r 1 T� I ! I I� I I I I ! I I V I I I I� I ! I'I'I I I 111 1 I I I ! I I I I I r 1111 I I I II I I I T �f f' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 181 I I III III' I III I II x T 1I ( I I l I I I I I I 10 ( _ 11 I 1� APRIL �3 1994 LEGIBLE THAN THIS NOTATION, L --_-1 ��__M—______1_. .---_�� __.. �__ • IT IS DUE TO THE QUALITY OF N..38 THE ORIGINAL DOCUMENT. r-- -----r--- r i t1:1 tt, t i1ril TI?,,, ti Fil 4Z EZ Z TZOZ8[ 9I Li 4T 61[ ET 7.i Il���I���� i I R- B L 9 I 9 I 4 111111 T11][ 11II (IIIIIIIII (III II I (III IIIIIIIII�IIII (III (III (III (III IIIc (III (III (III (III (III (III (III (III II IIIIIIIIIIIIIIIIIII (III Ilii luillul IIIIIIIII llllll ulllllll llllllill 1111/111 llllJi lllllIIIIIIIIIWIII Ingrim Mills Architects/P.C. Architecturr Plannln@ IDcer.o- Demgr. 95056170. Segewoe Pa.r,,r re (509) 824-7788 87224 DRAWING INDEX GENERAL STRUCTURAL NOTES FAX(503) 824-0636 P R O JE C T 7. 1 T L E S- 1 GENERAL J R CTRAL NOTES & CoOF RE uIR M NTS CONFORM TO THE UNIFORM BUILDING CODE. 1988 EDITION, AS AMENDED CONCRETE ACCESSORIES: HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH 61THE STATE OF OREGON. FLUXED ENDS OR APPROVED. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON TYPE D2L OR APPROVED. STUDS AND DBA SHALL BE AUTOMATICALLY END WELDED WITH THE DRAWING INDEX TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN OFFICE BLDG. DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. EMBEDDED PLATES AND ANGLES PERMANENTLY EXPOSED SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. UNLESS OTHERWISE NOTED. FXISTINO CONDITIONS- ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS ARE TO BE AT FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT STRUCTURAL STEEL: STRUCTURAL EL SHALL BE ASTM A36. TUBES SHALL BE ASTM A50(I STE S- FOUNDATION PLAN DISCREPANCIES FROM THAT SHOWN ON THE DRAWINGS. GRADE E (S = 46 ASO. DESIGN, FABRICATION AND ERECTION SHALLERECT BE IN ACCORDANCE WITH TEFL THE "RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION N STRUCTURAL STEEL DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES FOR BUILDINGS". BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A307. HIGH SEQUOIA PKWY. WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/I6" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED ROOF 25 PSF L.L. (SNOW DRIPTI WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. S-1 ROOF FRAMING PLAN IND 80MPH - EXPOSURE S SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU EARTHQUAKE DESIGN IS BASED UPON THE FOLLOWING: OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE THE SPECIES Z - 0.20, 1 . 1.0. C . 2.75, Rw - 6, V c 75' E-W AND V a 52' N-S AND GRADE NOTED BELOW: SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR T FG T- FABRICATION AND CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: USE GRAD /SINGLLEE USM CONCRETE DETAILS & CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT. EMBEDDED STEEL ITEMS, STRUCTURAL PANELIZED ROOF JOISTS : STEEL. GLUED LAMINATED MEMBERS. ' X 4" DOUGLAS FIR-LARCH NO. 1 1750 2" X 6" DOUGLAS FIR-LARCH N0. 2 1250 PANEL ELEVATIONS IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, WALLS PLATES AND NAILERS THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN 2" TO 4" THICK. 4" WIDE DOUGLAS FIR-LARCH STUD 800 THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS ARE SUBJECT TO 2" TO 4" THICK. 5" WIDE REVIEW AND ACCEPTANCE OF THE ARCHITECT. AND WIDER DOUGLAS FIR-LARCH NO. 2 1250 DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION REAMS/M[NrERS PURI INS DOUGLAS FIR-LARCH NO. 1 1300 PACIFIC S-� CONCRETE & WOOD DETAILS OF ITEMS THAT ARE DESIGNED BY OTHERS. INCLUDING: TILT-UP PANELS DESIGNED FOR — ERECTION STRESSES SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER. ALL LUMBER IN CONTACT WITH CONCRETE IS TO BE PRESSURE TREATED UNLESS AN APPROVED REALTY REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR BARRIER IS PROVIDED, FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE TO FABRICATION. MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE INSPECTION SPECIAL INSPECTION. BY AN APPROVED SPECIAL INSPECTOR, SHALL BE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE ASSOCIATES. L.P. PERFORMED FOR SOILS COMPACTION, PILING INSTALLATION, CONCRETE AND REINFORCING RECOMMENDED FOR MEMBER. ALL OTHER FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE PLACEMENT, STEEL FABRICATION AND ERECTION, EMBEDDED BOLT PLACEMENT, EXPANSION ANCHOR PLACEMENT, WELDING. ALL SOIL-REARING SURFACES SHALL BE INSPECTED BY THE SHALL BE ASS INDICATED ON UBC TABLE 25•Q. THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOT SHOWN SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. PLYWOOD: PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT CONCRETE: CONCRETE WORK SHALL CONFORM TO CHAPTER 26 OF THE UNIFORM BUILDING STANDARD PS I FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER PERFORMANCE STANDARDS. UNLESS NOTED. PANELS SHALL BE APA RATED SHEATHING. ASTM C39 AND SHALL BE AS FOLLOWS: EXPOSURE I. OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS, R E V I 5 ! 0 N S ABSOLUTE WATER-CEMENT RATIO PLYWOOD INSTALLATION IS TO BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW Tc (PSI) BY WEIGHT 1LSE 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE PANEL NON AIR-ENTRAINED AIR-ENTRANED MANUFACTURER. 3000 .58 .46 ALL USES UNLESS NOTED ALL ROOF SHEATHING SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS CXCEPi AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE AND GROOVE. OR HAVE EDGES SUPPORTED BY PLYCLIPS. NAILING NOT SHOWN SHALL BE AS HIGHER WATERICEMENT RATIOS THAN SHOWN ABOVE MAY BE USED IF SUBSTANTIATED IN INDICATED ON UBC TABLE 25-Q. ALL NAILS SHALL BE COMMON NAILS, EXCEPT RING SHANK ACCORDANCE WITH ACI 318, CHAPTER 4. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL NAILS FOR ROOF SHEATHING, BE AS FOLLOWS: GI LIED LAMINATED MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED W MINIMUM CEMENT CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56. "STRUCTURAL GLUED LAMINATED re (PSI) PER CUBIC YARD TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC 117. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE ACCOMPANIED BY AN AITC CERTIFICATE OF 3000 5 SACKS CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL, FLYASH CONFORMING TO UBC STANDARD NO. 26-9, TYPE F OR TYPE C. MAY BE USED TO GRADE. AND OF THE STRENGTH INDICATED BELOW: REPLACE UP TO 20% OF THE CEMENT CONTENT PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COMBINATION THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS QE!'lll SYMBOL $pFrlFc llSE REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. LESS THAN 16" 20F - V3 DF/DF (SIMPLE SPAM LESS THAN Ifi" 20F- V7 DF/DF (CONTINUOUS OR CANTILEVER) A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C4944 USED IN STRICT ACCORDANCE GREATER THAN 16" 24F - V4 DF/DF (SIMPLE SPAM WITH THE MANUFACTURERS' RECOMMENDATIONS, SHAD. BE INCORPORATED IN CONCRETE GREATER THAN 16" 24F - V8 DROP (CONTINUOUS OR CANTILEVER) DESIGN MIXES, A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G MAY BE USED IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. EXCEED 10". AN AIR ENTRA74ING AGENT, CONFORMING TO ASTM C260, SHALL BE USED W ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% ± 1% BY VOLUME, ROUND TIMBER PILES: ROUND TIMBER PILES SHALL BE PACIFIC COAST DOUGLAS FIR AND SHALL CONFORM TO ASTM D25. ALL PILING SHALL HAVE A MINIMUM TIP, CIRCUMFERENCE OF 8 PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. INCHES WITH LENGTHS AS INDICATED. PILES SHALL HAVE A MINIMUM ALLOWABLE COMPRESSIVE STRESS OF 1250 PSI PARALLEL TO GRAIN. AL TIMBER PILES SHALL BE PRESSURE REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A6I5, INCLUDING SL TREATED WITH COAL TAR CREOSOTE CONFORMING TO AWPA STANDARD P-1 TO A NET GRADE 60, FOR DEFORMED BARS AND ASTM AIRS FOR SMOOTH WELDED WIRE FABRIC (WWF). RETENTION OF 17 POUNDS PER CUBIC FOOT IN ACCORDANCE WITH AWPA C3. STORAGE, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM HANDLING, BORINGS AND END CUT-OFF SHALL COMPLY WITH AWPA M4. PILE CAPACITY IS 70 .A7(16. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH M16 ANNEALED IRON WIRE. TONS. PILES SHALL BE DRIVEN TO EMBEDMENT LENGTH OF 35'-0" MINIMUM AS SPECIFIED IN THE SOILS REPORT BY NORTHWEST TESTING LABORATORIES, INC.. DATED JUNE 5, 1991. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-L REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." ACI 315. SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS AND COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP OF IS", EXCEPT AS NOTED. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: un 21, OVE SAAR ON GRADE 1-12" WALL BARS: INTERIOR FACES 3/4" kpff EXPOSED TO EARTH OR WEATHER 1-1/2" (PS AND SMALLER) 2" 1M6 AND LARGER) CONSULTING ENGINEERS FOOTING BARS 3" PILE CAPS 5" SUITE S.W. WASHINGTON 5T. TE 600 - PORTLAND. OREGON 97206 CONCRETE WALL REINFORCING: (5031 227 - 3251 REINFORCEMENT IS SPECIFIED ON PLANS. :. H E E T T I T L E AT OPENINGS PROVIDE A MINIMUM OF TWO N5 BARS OVER, UNDER AND AT THE SIDES, OF THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING. PROVIDE ONE a5 FOR SINGLE LAYER REINFORCING AND TWO 05 FOR DOUBLE LAYER GENERAL REINFORCING, W-(1" LONG, DIAGONALLY Al EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS, STRUCTURAL SLAB BARS SHALL BE HOOKED INTO WALLS OR HOOKED DOWELS SHALL BE PROVIDED TO pp MATCH SLAB REINFORCING. PROVIDE TWO 84, 4'-U" LONG DIAGONALLY AT EACH RE ENTRANT NOTES IX CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS 'TO MATCH VERTICAL WALL REINFORCING. DRAWING INDEX i I w m: ASD ami ax. - SEPT nrula Iw So. 'O1ee� 91550 /r111 R uemc m �V � S- 1 O��Nr L.DN�YS SN 8E000DIA PARKWAY R 4 OF I1111IF THIS DOCUMENT IS LESS 3yx4 I Ii I II I T�IILII II I iI III I III I I yi III I III I III 6I 111 111 I III 11'1 I III III�I bI I III III II1IIIII I III III VIIGIl APRIL 93 1994 LEGIBLE THAN THIS NOTATION y IT I6 DUE TO THE DUALITY OF THE ORIGINAL DOCUMENT. @ @ @ @ 8 @ 1E E I @[ LI 1 1 1 I EI [1 [ 8 A @ @ 1 8 [ 130X � IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�IIIIIIII�I�IIIIIII�IIIIIIII�IIIII��WI WI�WIII I WWIIIIIITNII Ingrim Mills Architects/P.C. :\rctutecture%Planning, iaternor Design 15055 SW. Sequioa Parkway suite 170 Portland, Oregon 97224 (503) 824-7798 FAX(503) 824-0835 P R 0 JE T r I TL F OFFICE BLDG. ut 2 3 4 5 (:6) (D7 8 AT U SEQUOIA PKWY. ' I 25'-0' Zo'-o' 25 � I j 5 I I 1 O O 0 O (D C' O 01 �- - -- -- - - - - - I o _ PACIFIC I REALTY A 4 LAIb DN ASSOCIATES, L.P. 4 4 0 1 to D.G, A. I I+.� do. ol= 4;4'� yZ 0 R E V I 5 I 0 Y S � a t 9 C R I P T I 0 N 3AT2 I � I " I I � O 4 � I I IUIN'rI�fZT t Z +r = I u v -� L - - -- CO) - IU.. P�-I r - _ - — — --- -- — — — — — - - - , - r-- -CC) I L 1 1 I // I I �9 - - - - -- J - - -. � J 0 I O / / ��� P �LA� �1 1 I -N '( 1 Z'-!s' oI © C © _ 1 _ 1 ( 1ti I u I II I I u op orip U - - C, J I10 _ - N 0 -, - -- - - - T) I •� �„ 1 7. 1 I I I kpffI A I .I C I� 0 2"� •r CONSULnNG EHGINEEAS 0 O , 0707- SUITE.W.00 WASHINGTON ST. P,% u� PORTLAND, OREGON 97206 15031 227 - 3.^..51 CTYP) 5q; �TYP� 3 H E E T T I r L E I I ��xTi;Rlo1� FOUNDATION �gOTES: PLAN 1, O Indicates 35' 0" long pressure treated pile. Minimum tip diameter = 8". 2. O Indicates panel o pe see S-4 for elevations. 3. EL.XXX.XX' indicates elevation at top of a" slab on grade. AWN V: �. EE c u:: FOUNDATION PLAN 56 rr GSEPT.4,1991 - - - - „erAasc — + er 91550 oRa�n+a ria-- ' e S-2 O,p a. Jib ANT L. 01- I 15757- SW SEUUUTA PARK*WAY M I IF TRIS DOCUMENT IS LESS f Trlill II_I-I-II.1II—I -II_I II-I-II=II-LI-I-I—II—II -VIII I I iL II illlll IIIIIIII�1111TiT IIIIII IIIIII�IIIIIII(VI_II I�IIIIIII IIli �ill—llll I III�I_�"-IL�-I-III-I-II III1II1II --III—I �11� APRIL 28 1994 LEGIBLE THAN THIS NOTATION � 4 h' __ ff — — h— IT IS DUE TO THE QUALITY O THE ORIGINAL DOCUMENT. — "� - � - �o8 13111111170, 13, �ZZirZ £ �1, o�Z8I Li8iT1 ,11 1F[ Ei SI� II IIIIIIII tii'II'!11111111111111111111111111111111111111I 111it,I,1111111,II1 Iit,1-11 Il ,11k111�1111IIIII 111111111111111111 IIi1I11111h1lill�Wl�11,IIIlll11111I111111i11Wlll�ll I1I1111U11ll111111W�1UI>Ihl� IIIIIIIIIIIIIINIII Ingrim Mills Architects/P.C. .arclilte,!ture, Planning, :ntemor Design 15055 S'R z;egtuoa Park-way Suite 170 ?ortland, Oregon 9724 503) IJ24-7798 ?,%.X(503) 624-0625 P R O J E C T - I T L E OFFICE BLDG,. 1 2 3 4 5 h 7 8 AT SEOUOIA PKWY. _ Z — —_ — I I I 18 5 �� �m ss I t t �, 107,25 L;., ig7.25 55 _ _ _ - A ZX�G ZA"0,6, Zxtoe' ?h"O.c. Zx� a 2k''aG 12 - h5 PACIFIC _a FEALTY R a h ASSOCIATES, L.P. _� _. � - X R E v I S I 0 N S N0. 033C RI PTI O N LLtf _q 17M t --Imov -A4 x It Ow � � V h 167-91 I G _ 91 5 0 '00 P A6r v 77 h5 0AllX X �jf f'I, X 2x ID Q 2411406, I I IN,10.41OD KAN x \3 s N - NqN LE � 6+� ?h x 18 Gly L'L x 18 Gkpff _ - - - - OE CONSULTING ENGINEERS 707 S.W. WASHINGTON ST. IZ - \t�n' � PORTLAND, OREGON 97206 (5031 227 - 3251 - SqEE 'r 'rITLE ROOF FRAMING PLAN NOTES: 1. \ Indicates elevations at bo-tom of plvw,xxl sheathing. 2, X Indicates camber at centerline of ;ullu-lam beam. Fabricate cantilevers flat. 3. �___► Indicate 3/4" plywocA sheathing P.I. 40/20. Tail with l od at 6" O.C. 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Oregon 97224 _ � t/ooMIN.) 1503) 024-7798 ( � I � � ?4}((503) 824-4935 -1"P A—A, -- — 4f4 •�.� �� `. 5`.+.�� ,5 '''. ` I _ —..—.___. �� � -�� �S�T C.. 1l�D.G. DMC - S 42 PIF' ��-. -- --- _ _ f IF =,01 4� D.G. P R 0 J E C r T I T L .o. o J1 o Cq)3/h x 12 /NGNO A - j A O � w�/r f�' TT pdL�' 012. C4)'�✓q�i� - — ---- - _ _( �. •i •%ate��U� KLJIIL-t' LTS MIN - A _0 �v►JC?� 6v 2`� Jc7 IV' 3H o o - ` ' u -_Ia�og� OFrICE BLDG.ve Gnu , yak �a�os2 Imo- IN� ANT ` Cq) `S,� T (.3) z Tr �- y54 AT KZ G' NOT USEDSEQUOIA PKWY. �a41�1 GU'L .�►� ���� .101N� G.0'�1�tZ_ �D'� �EArs✓v I�l,>r Mln�. ,� ; Cq) G �. � QY --- - -- - HIKe-rip DA. �=g11 -� �� TYP. P.C. PANEL TYP. SLAB ON GRADE TYP. THICKENED SLAB TYP. INTERIOR PILE CAP SPREAD FTG. SCHEDULE G) TWEEN PILE CAP 314" 'r 3l4"- 1' 0 0" 1 3/4"= V-0" N.T.s " LOI�.IG I'I�r� i, - <A)*a it I 4q x-Z o IG O.G. I -o'I *g x Tri9ZAMV IMJA,-4� it,O.L OIL #� i �I� 46. PACIFIC REALTY �-� L x-4 x) K - ^ _ -- ASSOCIATES. L.P. I'- �LLv w/�I / yM. 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