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12770 SW 68TH AVENUE r-rr�r rte►..._._ a �„rrr ��`� '• �'�11 /,l c.a•' a � mT FlAl 11? () 14 ILAP llFm 13, Ll I Lm Cl I I a I 30 m X PROJECT LOC ■AT 0 MON I N ■ INTERSECTION OFacllh, . W . \ " �n ? 05 i OWNER ■ ■ WILMINECK COMPANY, OREGON LIMITED PARTNER HIP 1 I CONTRACTORO CONSTRUCTION ■ 1 BOX 443 CLACKAMA Pm ' OREMY APPROVED FOR CON;;fRUCTION CITY OF TIGARD PER 0. �_ SITE ADDRESVo `T(L 1� �503 0 657 6116 - EY TIT_E..._--_ DATEvo ARC TECTLEE/RUFF/WADDLE/PARTNERSHIP APPROVED FOR CONSTRUCTION F TiGARD PERMI�f N SITEADDRESS__.ADDRRD ESS AR.CHITEC­.TS , BY TITLE —.---DATE —___.DATE SUITE 205 / 5331 S . W. MACADAM AVE. 40' T �T d�u 97201 PROVED FOR CONSTRUCTION �u�PORTLA VD ' �,../ 1 O C{TY OF TIGARD �..I� PERMIT �NO._ SITE ADORFSS �'> � c�--F=——TITLE.- ---DATE - •` b ( 503 ) 241 - 2720 -� M mi z M a m"0%) (0000� C —_ CO SHEET INDEX CONSULTANTS BUILDINGINFORMATION wi 0 w 2. 1 SITE PLAN, VICINITY 5.3 WALL SECTIONS STRUCTURAL: VAN DOMELEN LOOIJENGA & ASSOC. JOB NUMBER: 8455 � CC MAP 5.4 STAIR PLANS AND 3933 So W. KELLY UL < DETAILS �"' (9PORTLAND, OREGON 97 201 GENERAL DESCRIPTION: Q 5.5 CONCRETE COLUMNS, 503-222-4453 A TWO STORY BUILDING APPROXIMATELY 50,000 S. F. WINDOW & CANOPY DET � ' 'RECAST CONCRETE, LIGHT METAL, AND WOOD FRAME � 3. i STRUCTURAL SCHEDULE 6. 1 LOBBY PLANa, SECTION co AND GENERAL NOTES CONSTRUCTION. <( �� 6.2 LOBBY SECTIONS, STAIR MECHANICAL: INTERFACE ENGIN � (.03.2 FOUNDATI{3t . PLAN SECTIONS ENGINEERINGINC. � 066542 S. E. LAKE ROAD LEGAL DESCRIPTION: � C . _, 4 3.3 SECOND FLOOR 6.3 TOILET ROOM', STAIR LLt 7_ FRAMING PLANS, & INTERIOR ELEV MILWkJKIE, OREGON 9 ' 222 BLOCK 32, WEST PORTLAi ,6'D HEIGHTS, NORTHEAST LLI z 'J 3.4 ROOF FRAMING PLAN r 5 113-659-6394 ONE QUARTER, SECTION ONE, TOWNSHIP TWO x 0 CL 6.4 LOBBY STAIR SECTION � loom3.5 FOUNDATION AND WALL AND STAIR DETAILS SOUTH, RANGE ONE WEST, WILLAMETTE MERIDIAN :E3.6 PRECAST DETAILS � � � a" � 6.5 FIRST FLOOR REFLECTED WASHINGTON COUNTY, OREGON 3.7 PRECAST DETAILS CEILING PLAN ELECTRICAL: INTERFAC2 ENGINEERING, INC. 3.8 PRECAST DETAILS 6.6 SECOND FLOOR REFLECT 8542. S. E. Lif6'►ttE ROAD SITE AREA: 2.2 ACRES OCCUPANCY CROUP: B2 4. 1 FIRST FLOOR PLAN CEILING PLAN MlLW,4UKIE, OREGON 97222 4.2 SECOND FLOOR PLAN ZONE: CP CONSTRUCTION TYPE: III—N I 4.3 ROOF PLAN, WALL TYPES, 503-659-0394 ROOF DETAILS � ALLOWABLE AREA: �, Y 4.4 ROOM SCHEDULE, DOUR ZM ! SOIL: RITTENHOUSE—ZEMAN & ASSOC. 48,000 sq. ft. (each sick) ° IN " SCHEDULE W --.I fi , 10. 1 LANDSCAPE PLAN 8050 S. W. CIRRUS DRIVE BUILDING AREA: � -� �°''' '`�"� `�. _ x l L Z 5. 1 EXTERIOR ELEVATIONS BEAVERTON, OREGON 970051 - � - " F RST FLOOR: , _ 2 5,000 S. F. ____ -- ul 5.2 EXTERIOR ELEVATIONS, - APR I _ 5 r BUILDING SECTION & ENTRY <���i 503-644-9141 S GOND F.003 + 211,000 so IF. � 11111111111,41a. 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IIID b ew.re�r�.�tsv cmw nar I; , - I_ 239.Cj Q d �Gor-t In1ALk- c► . vl:fiF1 +"6'NNWMc't CtFiW lr+.wlM 1 • E " . 1.� -1 FA IG FILTER I 1 MA lrnrrL NWM0 NI(11 i n ! •0: , r-o ,x II II..�'_.._ ►.l+a'c.MllGf.({L N1RAi1 r09t - I- " 'jJ :It -- 25o ex19T'N CON V�i� nit ', !��•' •s; _ •. .. GI S -4RAPET LIraNTINGi �"� IFY ESH � � r � n n I - � o. a E-•-"^- it Mvnc AM LR L '''r ' ._,.�-1_L..s_.��11 ��`+�I,ft• �j,I FINISH G� (7E y Sf10T i ✓ \kll11C a l ----GONG• , ) ` PAt7 C� cA?G H 0 +51 N r WATE�C �L�Vv �I 1�G'11 o N �I �cTt'golz i�rLe I.IGi►aT (2�'-0"� F�,�,,, P00oE•ATSn XA1N PIPs_ f;,,cfBIZI17R I.AAr V\/SLK L.igHT "G.s.�. �(JNL. ,,,,�� PIS �F' j- 61 C�I�l�IN i�l1J�• `�LAC� 5 . DRAiN PIF 'rODT!NG 4 CATG+-I `SIN 2ol t.XTF�10r. 51cmH t.IIAHT -�n1I?I II _ -�.-' - !'� TAI 'p - scale . 1' - V-o° Scale • 9 ,4,;1 _ I,,�„ - t. kale %h" r-o" .,. „ ++ r . , ;...,.-.-.1G '.',-af,Y.e.•!b¢ � IIIIIIIl�d '..'i..•.++w�.x.r...,..:. ♦_ _..r...rlr......_..-+..+. 11l111111r11f1lI � � fl � � � l � f � 111 it 1111 ► 111 ..._. IIIIIIIIIIII111lIlIIIIiIIIiI1111111i111Ir11II1i1111lIIlililllllllllllllrlll11l11 NOTE: I F THIS MICROFILMED _ - 1 - 4 5 e 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN - -----'� THIS NOTICE. IT IS DDE TO TME QUALITY OF TIE ORIGINAL DRAWING. - OE 8z 92 Lz 97 Sz 1z EZ. Zz Iz oz 61 91 t1 91 s11 1,1 EI ZI II 01 6 0 c1 9 sl-.-.1 V IE z 101•"" rndunlunlunlunllallNHltInllll►ImdIUll9nllUllluNlnNIINIIIIuIIUI�IJuduHllhllllll�IllUtIIlI11JII11lIIIIIIIIUII111IItllllttHHlt�UL►11UIIuIIIIIIlI11UIf11�I1ndI111I1111IIIilIIIIlIII11�U�IIIU1LIlIlll�WlUU111111:IIlIIIlllllllulllllllllllUllllllltlllUt! APRIL 26121990 •t - ._.___,. .. _...-.._. _.__•1. •► .Y.--.. - ....' _,._...._...-...___.-._._.. _.._,.„ ,._-.•--_.._..,.._llyrn w.-- _... .. .-_ -.-_...._ ._ w +�""w�...- _..i...... y ..•..w... ... - .._.... .., ..r......_ 4. __. f ... . _. .._ i � - . q.."! •3nM 1�Y _._ ----. _....--_w_ _.-.-_". _. • _i. _ -_ w...... r. COLUMN SCHEDULE BEAM SCHEDULE .� -` BEL SCHEDULE -� �, � �AT91! � �_ COR GENERAL NOTE • .. r yid COL . C C)L, 71611 .�vji �� F IV GENERAL u: P Ono 6 H P 6ARl, b-r 1i<fiuP3 I 3 . < �,G I'uArtj RIMAiE1L1F 1. These notes set minimum standards fur c(Lnstruction. The drawings govern Liver the ___- -_-__ - - • ■- - General Notes to extent shown. r rW c0 I(p" ILr' 4• A-I A- ♦ 3 C 1"a e. '/b' + '1 • 1'­4 2. Contractor shall verify all dimensions and conditions on drawings and in field. _-_ Coordinate locations of A -- �aiE I ♦�-urj 06 G,, I 1 4. 71E5G� 4� T.{ p. OF COL, � t:,ORB&-S i I ----_ __�__ __,.._- - _-_.__- .------ _--_-- -_-_ -_ -----.----_ -----_ - ---•-_-- ..__ ._._._---_ openings through floors, roofs and walls with architectural IV" � 3 - +� 6 �- N S 4, 4' .0.o. • -1 �' 1'-4" me-cha..iral and electrical plans. Notify design agency of any discrepancies. r I ---...- --- _--_--____ -_- _ __ -___-_-____. --_..�_ 3. Contractor shall provide all necessary temporary support prior to completion of ''�•+�-- A - S I[p' Ica" 4->�q s b ¢ I I " vertical and lateral load systems. � 10' Iv` � ®' _ 3 "' 496 4- '.! G z"o.c. . �•, • 1© y _"--. ��_-� r A "'') IIG►"♦ Itp" I 4'• A 02 4 4. Where reference is made to ASTM, AI ,[', ACI or other standards the latest issue shall _ \J 10" �� ---- - - 4 ep '�� 4ZI G 4 i.s. , % ,�, lo" apply. spAG ►JG - •-2 9 �-�G - 9 �, -- - "- " 5. Inspection ar,arran ed for b separate contract.eovided by this design agency unless 6T,pRuP t• L � p job supervision I .+a pervisinn is not A -` I fir♦ I!/" q.«10 0' i. '�+ specifically 9 Y P -IQ ISEt 4-010 1i' G I -- - --- - --- D 117 16 10 ---------- ---- -- 6 All twork shall be in strict acompliance with the Uniform building Code as amended + 1 ► ; 5 Io lu vAa1r� s -+► b 4 - +►� e 2 •.�. �Y stateby he ate n and ll ther and local codes and building requirf1mOnts �i r " 4" that apply. `` �!p 14 Ito 4 - M - 11 p'r + A 1/01 r 7. a. Basic1HoofaL.oad (snow). ....... .. . .....25M/sq.ft. x 7 10 r I�/ - • 7 __ --•_- --� -P_ x 1 1 IU b. Floors (o:`ice) . . . . . ........ . . ... . . .. .50M/sq.ft. + 21#/Sq.ft. Partition A.L. - IIJJ •4• .-.-..�-�,-,-�� cc '/ C. Wind. ... ..... .... . . . . .. .... .. . . . . .. .. Jgr f:ClHI"Ill ZAJIJk- 6+rI-.:�df�.f. eel G I I�y I b �° ?� ✓� 3 Q 2'D.C. ;/b -7 l - W a 13 _ 13 IU ♦ Ilp' '�'9 IP N �r I 311-DA d. Seismic. . .... . ... . . . . . . .. . . . . .. . . .. . . .Zone II ., + - s -7 ,- „ _� ILI I(p� B" 2 ` * (p 2 • 4 "c7,G, B' ° II'i 8+ Mechanical equipment. , mechanical and sprinkler piping larger than 2" dia. or other � �N 9 Ili ')i � K i 4 M11 producing a hanger load over 508 shall be hung by a system approved by the La N i $�� ; t 1•Nb N4 (p 11 I I �i I�I�t � � r � ( - _ ______ _ -.�--_.-_� _ - -- _ - ____ _ --_ design agency. Any hanger producing a load over 200p s1ta11 have additional frami.c,g g �fM LY O -- _ - - I -- installed to transfer these loads to the main structural beams or walls unless other- 0 N 1!o s I(P 4-0b 1►s I; `} _r q - - wise approved. H N -- -- A'bAR� - SC& SG-+EO�`E - FOUNDATIONS N+ U U-)Q ' 4-M Ip ,+-i STiR.RLiP 2�� 5 c: -i !A �" L �L" ' Z' .t..._ ___ I W O �. ,tl a t ♦ . .-.--. . _ _ _ 1•. Design soil pressuzc�! assume.) to he 3000 psE LL plus A.L. in accordance with � N D -,9 d3 7 5 AGING * I'N� I Rittenhouse-'Leman & Associates soils report dated F Y� I"I : ai �_ N bX4. PLATE - SEE 2. All footings to bear on firm, undisturbed soil or approved compacted fill minimv:s W U G>~M D 11(p" ICp �4 tb I �' I `GHRD�.IL� I r-- 18" below final grace. Notify design agency before proceeding if any unusual W � �0� 13-- 2 conditions are encounted in the footing excavations. 0. " E '- I ; I(y'• Imo' 4-r IO #b 4 I r- 3. Do not excavate clos�sr than a 2:1 slope below footings. 4, Clean all footing exc:avationz of loose material by hand. - ,-- SAME SIZE AS - �Io Ib ' IW" 4•�Ip N3 I I! =-- - S. Excavatio..b may be made under continuous footing f.)r pipes. Backfill to be I I _ - A' 5^its - - - approver by engineer. E - I(/�" IG'' 'it I O 3 I I I I I I --- CONCRETE l I I 1. Strength: Average concrete strength as determined by job ce.at lab cured cylinder T i Ulf- IT- L'A to be 3000 psi for footings, slabs & C.I.P. walls, 4000 psi for beams, columns and precast walls at 28 days plus increase depending upon the plants standard de-c I 318 n � . viatian a^ spe ified in AC -'' '•4 STifLRuP _ 1 Mi imum Mix Requirements: _ ' 17. GaC u'' 2' a. Cement content per. yard: 4000 psi mix �', sacks, 3000 psi mix 5 sacks except r - IO, I(pr• I!p f 10 N5 I II \ 5A25- SAME slabs c•,c 9:ade to ba 55 sacks. SIZE A5 Sr.ALIZ_iPS b. Slump: 2 to 4 inches. Deviation from design slump + 1i•' to -1". F In I Vol-, IV" 4-Sid j N3 i1c. Air Entrainment: Per AIC at all exterior concrete. !! 1(/ d. Admix: Water reducing admix (Pozzolith or equal) for all slai,s arcd tilt walls. 3. Place and cure all concrete per ACI cedes and standards. 4. Provide control joints in all slabs on grade at 25'-0" o.c. each way maximum unless otherwise shuwn on plans. Provide heavy (3/4") tooled joi ,ts at 5'-O"o.c. I V's lu" 4-06 �3 Yu TYPICAI_ CORBEL E L V A T 1,0 N S and 1/2" premoled expansion joints at 30'-O" o.c. in all exterior walks and slabs. 5. Sleeves i s or. conduits of aluminum shallnot be embedded in structural acncrate , P PeCf ••$ + f-1►b s•+' -7 II $I_1 unless effectively coated. REINFORCINR (COWRL"PE) 1(0' 4-4b 4 3 i 1. All reinforcing steel to be ASTM A615 Grade 60, except ties, stirrups, and dowels 9IFFS9e-Nf f.1,A��T�nj1 to masonry to be Grade 40. cw BEL bE,owI 13 IlJ'• IU' 4' �j 11� t II I 4- 1 _ ;- J2. Fabricate and install reinforcing steel according to the "Manual of Star... rd a4 STI RRu sIy C 440 C 17' I I C uw� Zi - Practice for Detailing Reir-forced Concrete•Structures" ACI Standard 315.� 3. Provide 2'-O" :; 2'-0" corner Lars to match horizontal reinforcing in walls at W.I& 4-� to N3 c II . all corners and intersections4. Splices in wall reinforcing shall be lapped 3U diameters and shall be staggered I(a4 � *3 II �� _ __ - _ �,+--�7- , at least 4 at alternate bars. ii �I _ - _ _O � � d� � -•_� c%�--•• -- S. All oparlings smaller than ?0" x 3U" that disrupt reinforcing shall have an amount - - of reinforcing rlaced both sides of opening equal to the amount disrupted and extending 2 0 teach side of opening. g J BEE + I g.} ly • - ii 6. Provide the following reinforcing around wall opening larger than 30" x 30". F' a. 2 05 over x opening plus 2'-0" each side. K - 9 Ito"wlm" 4_t 10 �.J 11 vf _!� b. 2 N5 ander x opening plus 2'-0" each s �e. ' I I 3tzE c. 2 05 each side x full story height. ! 3• N b " 15' o" rlp� ' d. Provide 90 degree hook for bars at openings if required xte.ision past Gp�}�L I �, ,2, ^lag, ,a'r � opening cannot be obtained. O Provide 2 03 continuous bars at. to and bottom and at discontinuous ends of all r ♦ � 4-N b I t=rCF'+�N 1' DL6,vn-f'IUN�� P k - I 1 W KIls 14-�►1 ' 3 4 u walls. W-100 _`- N_�4 STIRRUP _-2' �1 c� a 5 L I�." 5 LL 11" q C4" 2" S. Place 2115 x openings plus 2'-0" each side around all edges of openings lar c + w ! <►PAG�Na �__.-..- _-- - - -�-------� _. ger K -' c'2 Iv 10 4-09 9s 4 q NoT : 5eNe G.oR6EL/,4,OR 9� than 15" x 35" in structural slabs and place- 1 M4 x 4'-0" @ 45 degrees to each To F r c3cuaw {{r 4 corner. I I � � P 9 9 greater. "40 t+'/" 4- It 10 s3 7 I II Ex TER,,- = E><TERIo�Z - 9. La all bars in intersectio footings 7'-U" or w0 diameters whichever is Alternate ends possible. O _ 10 e e sof bars J2" in structural slabs hene•�er Bible - W^LL1111" 94.6 2 11 •0 b I rg� 3 I�- I� 11 the drangs reinforcing to Lie placed in center of wall unless shown otherwise on 12. Contractor to design and provide additional reinforcing for lifting tilt-walls. It '-•-I _ - _ =_= - ' '� - STRUCTURAL & MISCELLANEOUS STEEL r � 1. Retailing, fabrication and erection shall conform to the Steel Construction r �-10 51 2 II i I I ' III 5�(G b I _- - __ - - Manual of AISC. < - 2. All steel to be A36 except as noted. UJ _-_ _ ` - II _ - 3. All welds to be made by Certified Welders to AWS Standards with E60XX or E70XX Z �_� electrodes. O 4. Bolts to be A307. Provide standard plate washers under all bolt heads and nuts r� F_ Iz _w•.1�- ���_ 2 _ _II __ _ -.1. I 5 bO ���TTT!!! 0 _ A4 5T�14Rup z� 12 d 4' � 5� � ♦ � 5 ¢ �.,. _T���� 2�� , in contact with wood. b ♦ r!�, 5. All structural tubing to be ASTM A500 Grade B fy - 46 ksi. V 6. All pipe to be ASTM A53, Type E or S, Grade B. Z W - _ - - --' - --- 7. All lightgauge steel 16 gauge and heavier shall be formed from steel of ASTM B�6 5EE FrAA-11wc, PANS j-oIt DILIrLP47AA-r off A570 Grade D with fy- 50 ksi. Lightgauge steel 18 gauge and lighter shall be y formed from ASTM A611 Grade C with fy - 37 ksi. Detail and fabricate lightgauge I TYPICAL CORBEL PLANS Reel Per overAISIsize standards. 8. [k, not oversize drilled or punched holes with burning torch. - -`- --- `--- - ------- 3 ---- PRECAST CONCRETE DOUBLE TEES AND PLANKS •' 1. Precast planks to be designed by manufacturer to the following load requirements: Q a. Live .load as indicated above. ref SEE b I b. 30 psf superimposed dead load. �Y - " ' FOOTING SCHEDULE c. Topping slab where indicated on drawings. LL d. Dead load of MEMBER UJ �- - 2. See drawings for precast beam and column details. LL o R416TiRILuP 2 _ I_I G itC �Z" !G(rr IZ° L �)Q 4' `i �..I�E �,k_u JI�(�I ._.F,"11=Nr RI%JI/�i �,. 3. S -Rq I �- �Z `{rte hop drawings and calculations shall be submitted and stamped by an engineer '. SPA&IF-4a II'-C.11X1('{yIc �t �$II Is} -- �7 (_,�J - registered in the State of Oregon 0 �... coL r �.. --- - /•- 5,rZc, -^0% TO 66 A"-a.a- ,5 ''15 OR &ANAL LU SECOND FLOOR - I)( IO-,i nQlI 'hI- � �,�,• - - ---- -- -__ C� K-fLI- �EE --- A4-D Gr SVS Tp OF ALERT -/ F GR E0.uh� ---- -- --- ----_-_-- rORCirJG Tc 5E w6;.Otc SMAy-L 5L A'STM A-7010 I SPANDREL SRGRARGM ARrHGH7 Cl1QE! � G0• ' cl i� X CD SCHEDULE y �4 , �. I I �I 11 M&%K. p gARs D iDA.25 St4ALIwc. RRVEAL GORbEL . GO (jl-OI'KHI-CJ11 < co lc'!14'11 10-AGI P_•L`�, iI 5P I � y- 1.t "1.1►7 FILA C 't 0.c.. YF.�.• YEb 3- - 7 -� - -- ------ ---.__s- 71-Coll /7c-IyMNn b�. Sr2 'f-119 x3.117 5C5 FILt-Cl2" A� - YEb sr•.5 5- •9- 4.07 lee_b", FILL-d 11' __ .-- __-_.__- __..-_. _- -- 4I •) -_ - _. FILL , Ivy U•C �. .. 2_i►� 2v +► � STI�g� �I Sit, 2- 017 'i -1t S FILL Q IZ"0.6, Y!S NO ♦+ RRUP•, W Z o --- - -_ ,� 4, hF�AGI NG 51P•g 'a 119 12 11-r• FILL dIZ"0•G• YKIS 1'/d mi 0_ B b�•m 1-0-7 Its FILL Q IVAC.- 't'►i+ NO n UU =��---_� 'a'e • � X 6 Y ROOF SPANDREL SCHEDULE 3p '.;TIRRUP ? FILL. -^' �71'•AGI NG MAR, A DAR3 6 DARS w3 S-rIKRuP iREvE►L GORbtL. S(�AGIrJ C, 5p 7 ?�- 0-7 2- Oto f I I,I- a 12s.G. `raS Ir Its S o Ig 3- 061 1►7 I •f f1i>s 3p '�- M 2• N8 %r as �d1t -07 0 � � _ 0 U �7 FPI° 10 "fag 3- 1tb N , 0 X � � r cn W Z j 7 2-It i - - No I L) s P IZ !- 9 LD A OARS -- - - W W UI Sr 14 2-• 7 1 2-" 5 3. 1 �.^`^ �.. Ail 1 ► 1 1 1 1 1 1 1 1 1 1 1 Ito 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 1 III I I I I' 11 1 1 1 1 1 1 1 1 1 I I t 1 1 1 1 1 1 1 1 111 1 1 1 �10 NOTE; 'rTHIS M."ROFILMED - 3 4 5 R e 9 t) 12 DRAWING Ia• LESS CLEAR THAN - -- -`_ ��- PUS NOTICE, IT IS DUE M Tr1E QUALITT OF PIE ORIGINAL. DRAWING. _ _ _ --- -- - --- - - - - ---- - - QE At E'P 12 92 SZ 12 EZ Z2 17 OZ dl 31 .I 91 51 bI E1 ZI 11 01 6 B L 9 S It IE Z 1r••�■' ,nllnnlnulun lun IHnllulLlnlnulunluu�Imhluhudlulltullnullnthltll►I(aluullWlutuuulu�IIIUI IuulntlbulllullJ►ttltutll u!Iu uhlnlutduull slLlnul��lhulluubullhll�UUIWI�IIUIW1�WlIllUUllLill))�IWIIIuLIllWI�1111IU11IIIfIIIIUIuH APRIL 26 _ , 1990 1 3 5 07100 � ' W 11 12 13 w �� r w If MM No I � I � I r a vi r- ON f w � l T`�I' rti tom' N U C M I I I I i I ,a `a n DEf=P F,�:�,1 I I I I 1 I II I I • J. `'•' O ---t----- I �;-� 4 !�Or-JG. SLAB w/ i q /h1PfC'•VIiR+I'( I I I 0 f st 4 C r r- I--•-•I I - o v!a �/4 M i ti .S L ;�_. I'-4" W I D fax 10 1 I 1' - - — DEEP FOOTING GOMFACTLC� G�.+•Snlp 3�' M�+471's X IID CJF�i' 10 ' W/ 7,- i 4 GCnfT. I r L�.O' 'I`-'F• �•V. LJlc}-Maj • I I ;• f---- �- 1N 3DTT• - -- _ - _ - - - � _—__—_____ 1 I I I j � po,.fro��l -- .I 20'-Oy.._. RVI�TipW I 1 �- I I oN I i i— ' T°P uF C-rrs. 3'oll �!Ivl� x Iu" — —.. lo rt I I_ I - 7YP 1 I I I ! I I I I ui ul I I J r . F'rf F K if 1 SclMlf' P[/w1P w W - _ (" I r.�R. •� 512' FULL HEI.�Hl 1 W I I I TILT-UP WALL. n r I I � I I - I I 141 W�I:,r l� :I 35, I + i (.- I-4 wInF� Iv , W-t �r Itv"1 -r—.- SFI� GEr�'L,r.�CTtOS ti• I 1 I < I I r I ! _ — —_ I I'•4y I IIr�Is,(Io" I I Ia a. tj •� h cvN Folli leeI M F, I I J �I 2- SF- I X I d - I �► I � I J��,�pl i I �I�n C.oNC. GMIEIfi n/j�L}G IZ"OG t;.�l. ' I ; I � � I I '. I I d" _ E - - - - Qac. E H. r-,AL l ON ! U I U Ni a, ( •I�`� TE"0 USE "1. FOR It WAS TU-WPLI. - - -I�� o, (4 sr°E) L - - - - - - - - -1 L_ - - - I - - �� o I•r,+� I o'.oll L_J _ b I i �I -« _ I W LL &LEV. ' -TOP or FT . (62,1, _ I-4 WIDE.i7 A .(4�. E , I ' oftp FTc.,. -Y f (�' TSU' GOr-IG.a WAIL' - 7-01 _ 2-O WIDEKIO DeGF Fv'j- r a-o4 W/Oqe !2' ac,E.W i 12 I N i 1f I _ _.__ _ .'I ; Fb.�J Wh 0/ ;cl � z I q I I / I , 'I E EV �/l F fz� *`, FvR to i --- 19't,+•- 3 — ° 4�V I�La o ri t �J. ,� _ J r O IT L b uj � / T 1• I ; I I 1 W(4-t 3 GOI•) . �► _�•�- - -- 1 Tl" I -._ O ' ' �-- iii I I r t r f c.c• (c A. V../ '1 �, ► -I '0� G•�J. G. r. / �EI�IF'( I CvE2 3i4 M r. +� I - -.�..._ i �_- � � GoM�I,G7E0 :�r2.�5�r-G I• I t .Il —.. . �� I j I'-4 WIDE �c - a I I r 1 i- I- J rr■� I - 517 !� DEEP FODTING I I I II •I �/ � � /�f Ih1 IbOTT, -TTP � I I G.I�. G. a. � c. �• I Y , r �? 0i -��' - _�_i - I i I I � I i I �' h•+,t� t o r:1F,EP I � � �" - I I Fri ►��2-xq col�lt• 0' I Ge i IA i, 'I" -- J f'Y�IL �I tE lz v 1 v• (�i I I I '►Y P. I I �I_- I i all I 1 ° ► i2 .1 I r LL = v6 8 25 p° r 25- b I (. ci% 0 ��� 0 i 1 22 13 I► I ,I�I+ �� Y. Z k I I O + r U 11 > I II � • w l 0 LIz �f 1, 3, J p O d FOUNDATION PLAN LI - s 1 In 3 . 2 l� ruiw.w�. r.run,.u.,we,una o tw r^?r`gaXiNL�,vx.'kSUt�,17w' !�1`Illrlll'I111IIIIIIIr'r11I111I`I`IIIIIIIIIIIIIII`I11'I'IIIIIII`1111111+1+1+I+�IIIIIIII1111111IIIII+I+I+IIIIIIIIIIIIIIIIIIIII+11111+IIIII1I�I+I+111111111+IIIIII11f1+11111+1+IIIII1111r111+1+11 �' MITE: I F THIS M ICRC LMED I 2 `� �} 5 fl 9 I D I I 12 DRAWING IS LESS CLEAn TP% - -- --"'� Tills NOTICE, IT 15 DUE lu THE QUAL ITY OF TIE )RIGINAL DRAWING. - - - - - ---- �C 62 92 Lt 92 92 ►2 E2 22 I2 OLt- 61 91 LI 91 511 bl EI 21 II 011 6 I9---. 'L- 1 '9 IS.. 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