Loading...
10260 SW GREENBURG ROAD-43 e4t �. f#' `l r at �'• T! n,,.y+ i.,fl.. !,Milm, .iY •y, '1 >"' / !,. n :a'{ ., r .: ' } 64 M- 7-01 .0 P VON _- 10 wow 40 , t r :1 N C� ----N I - KEYNOTES _--- -- ----- --- - �•- w "- 1. 6" BRICK ON CONCRETE BEAM 2. 6" BRIG( ON CONCRETE WALL Q v 3. 6" BRICK .. jif f kv� 4. STARS uj Y�' �L-___J L-__J LJ L___J ' L._._ _J L__..--J1 L /}�y� J L____J ■ Z uj 1 SOUTH ELEVATION - N v Q 0 7 0 �/ L"o 1 1 . Sca I E 1 i 16 " _ ] ' (j <s m un Z �eri a o a DrIRY LEVELr—� --- —_- -- _----- ____ --- --- --- — — --- I w _ _ 1 63C --------- -t----------------- r s O EAST ELEVATION k 2 - �'- 1 . Sca l e . 1 / 16 " 1 0 z ti 4, 1 TYP. p I D � 0LLYLL s • ENTR1r I--------- --- I z Now E64 -4 - • _-___-i:-- --------------------------- --- _� L_ _J L J �.__.--..._._ ___-•----___.------------ •------------------- -- ------------------ 1 �- NORTH ELEVATION _ 5 Scale 1 / 16 " = 1 ' 0 _ 1 Wi q•• ' ___ EU.VATION BEYOND h n TV. � Co I ®r 4'.' o-'" L {I it r' � vo r .► z ..) ' N� • _- N+Ia 1 L�\IRS + -may - �� ^• �1 k --- I— - ____ ___--_ _ --_-___ - _- _-_-_- ENTR1f , o` V LLI L---J ,234 ' `170 Sao . WEST E EVATION _,� 3� �' /v/ CL APPROVED � FOR CONSTRUCTION u S8 CITY 0' TIGARD 1 Scale a 1 / 16 " = 1 ' 0 x ��- ~ � �' �/It�7`` � ,� C PERiorr � SITE ADDRESS 37.3 •, �eDATE , o i UPPER i DATE DRAWN BY: LEVEL PA/" I3HECKED BY: JPR 0 REVISIONS' _- 3 �I�I'� - -L V1/ a C MIDDLE 1 z LEVEL o o 0 0 ,NW0. , IOU.ALL MMrS II XM" ® WC'e:L..21E r LOWER _ I at TKx _ _ SHEET LEVEL ,- ENLARGED ELEVATIC N OF "p ii i JOB N0. PEF�MIT MU. Ger-1�;�� 1 Scale 1 /4 = 1 0 1 (J F ]`i . 288038.001 . , ',n'., •'' -�, � ' +��' •A,�• tKl 1. 'f � <. ,. l� ',•Tr qN SI ,1A 1 •"9 7 .M` n}�') � 1 � ,��,I;I,'�II,I'I'I'I'1'1'�'ISI•'i'I'i'I'I'�'I'III'I'I'll('�"111111111'I'��'lllli'�'lil'�I�'I'I'I �'I'I'i'I'1111►'I'I'I'I'!'I'I'I')'I'I'I'�'i'I'I'I'I'I'I'�'I'I'I'IiIIIlI1�II11111I1111F1►�IIFI111 (, p.-�.... ...,,.,,.,,,,,�,,...___..-_ .. . .� �'� '.:• '� NOTE; IF THIS MICROFILMED e I 2 3 4— �— s— 8 0 IIO II— 12 F DRAWING IS LESS CLEAR THAN -- —� THIS NOTICE, TT IS DUE TO THF QUALITY OF THE ORIGINAI ! DRAWING. OE 62 Be LZ 92 SZ bZ EZ ZZ I? OZ 61 81 LI 91 91 to EI ZI It 01 �` 9 L 9 S.-.r b E ? �arr�a■ I�U�IIIIIHII�IIIIIHR�nDIUII�HNIIlU�111111111�I11111UI�INIIuHIFUIIIUFImIIIlu�111IIIIII�I1lII1f11�111111111�111111111�111111111�111111111�111111111�IIIII111t�II11111I�IIliIII11�III111111�III111111�1111�1111�IIIIlUI1�III111111�II11111II�I1i111111�IIIL11i111fIIII111�IIIIjII11�IW11111 • .APRIL 1 �. 19,91 l L.TVB LOADS S1RU( -VEAL STEEL ANDMISCE,LIA�'i1;UUF,_-JIM ?t' ROOF. . . . . . . . . . . . . . . . . . . . . . . . 25 LBS. PER SQ. FT. TABLE I-STANDARD 1100kh (SNOW BUILD-UP LOADING AS PER SAW / 1 , STRUCTURAL STEEL SHALL CONFORM TO ASPM A-3•--85. 2. THE PRESTRESSING FORCE SHALL BE OETF,RMINED (1) BY Detailing Hook_ Ihtailt � FLOOR. . . . . . . . . . . . . . . . . . . . . . . SNOW LOAD ANALYSIS) 2. STRUCTURAL TUBES SHALL CONFORM TO ASTM A500,GRADE B,FY-46 K.S. I . MEASURING TENDON ELONGATION AND ALSO (2) EITHER BY Dimension �AorG (iunrcl :l „ - 50 LBS. PER SQ. FT.LIVE#-50 P5F FIRt L_AWF_� 3. ALL FABRICATION, ERECTION A14D IDENTIFICATION OF STRUCTURAL STEEL CHECKING JACK PRESSURE ON A RECENTLY CALIBRATED FLOOR PARTITION ALLOWANCE. . . 5 LBS. PER SQ. FT. SHALL CONFORM TO AISC SPECIFICATIONS. GAGE OR BY USE OF RECENTLY CALIBRATE[) DYNAMOMETER. D{ I' 'r� t WIND. . . . . . . . . . . . . . . . . . . . . . . . U.B.C. BASIC 80 MPH EXPOSURE B 4. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. ANY DISCREPANCY WHICH EXCEEDS 51 SHALL BE db l� Aur +, SEISMIC. . . . . . . . . . . . t II E U.B.C. ZONE IT 1985 EDITION A. ALL WELDERS SHALL BE CERTIFIED UNDER AWS SPECIFICATIONS. CORRECTED. ELONGATION REQUIVEMENTS SHALL, BE BASED 4dhor� ALL WELDERS SHALL BE CERTIFIED BY CITY OF PORTLAND ON LOAD-EIANGATION CURVES FUrt THE STEEL USED. THE 2'/," Min. i1fJ'• 13THI�l,r1VEA4 F114L UK DAVEy11a1, 'a. SHEAR CONNECTORS SHALL CONFORM TO ASTM STANDARD. ON LOA LOAD-ELONGATION IONINDCURVES TESTING AGENCY (AT ALI, FILL AND t1ACKFILI, PLACED 1N THE BUILDING AREA AND BENEATH PAVED 6. ALL HIGH STRENGTH BOLTS, MATERIAL AND INSTALLATION, SHALL CONFORM CONTRAC'TOR'S EXPENSE) SHALL KEEP A RECORD OF GAGE 189/ :SURFACES SHOUlJ1 BF: DENSELY COMPACTED. SUCH FILLING AND BACKFILLING TO ASTM STANDARD. PRESSURES AND DYNAMOMETER READINGS, AND MEASURED RECOMMENDED ENU HrutK Al.i.tJ+A11lh y �" AHOGLD BE AC'COMPIASHED AF'I'RR PRERULLING WITHIN TME BUILDING AND PARKING A. BOLTS SHALL CONFORM TO ASTM A325. ELONGATIONS FOR EACH TENDON. SUCH RECORDS SHALL BF. ♦„cashed fV N, t, AREAS OR F'UI,IUWING OVEREXCAVATION 1N FOOTING AREAS. THE STRUCTURAL 7• ALL MEMBERS SHALL BE CONNECTED WITH ♦SF,MI-FINISHED MACHINE BOLTS SUBMITTED PRIOR 'TO CUTTING OFF OF TENDON ENDS AND - bond r�r r UNLESS SHOWN ON PLANS. ISr,deg honks wo flag hacks f/1 rlI � F11.1. SHOULD BF: 1'IACF:U 1N LOUSE LIFTS NOT EXCEEDING EIGHT INCHE::i IN A'T THE END OF EACH DAY. IN THE CASE WHERE THE (lar diameter THiCKNb9N AND 'THOROUGHLY COMPACTED TO A DENSE, NON-YIELDING S'L'ATE. A 8• ALL COLD FORM MEMBERS, MATERIAL AND FABRICATION, SHALL CONFORM TO -------- '-" �`-""" " � DISCREPANCY BETWEEN GAGE PRESSURE AND ELONGATION nae D, fn Aur r,. ui 1, cat - Aur/,. 1" t, DlSNaI'I'Y EQUAI• TO AT LEAST 95 PFRCENT SHOULD BE ACHIEVED FOR ALL FILL U.B.C. STANDARD NO. 27-9-76. EXCEEDS 5%, WHERE CORRECTIONS CANNOT BE MADE BY r3 2tp PIAC`EU AN 11Hv sl'rx. THE: AULQUA,:Y OF THE FIELD COMPACTION SHOULD BE ORDINARY METHODS OF RELEASE ANp RESTRISSING WITHIN � a r4 s , ► t I9HIrIE>;D !lY kANDOM FIELD DENSITY 'TESTS. THE MAXIMUM LABORATORY DENSITY 9• ALL WELD INSPECTION AND TESTING SHALL CONFORM TO THE MINIMUM ORDINARY GAGE. PRESSURES, ALL WORK ON HAT MEMBER 04 3aA ? 5 lar tiHUI11,D HE 1N ACCORDANCE WITH THE MODIFIED PROCTOR COMPACTION PROCEDURE p:QUIREMENTS OF THE U.B.C. SECTION 306 AND CITY OF TIGARD SHALL BE STOPPED AND S, DATA SUBMITTED TO THE 05 4,i4 h " Ica • �,. I,r tAbtTM 111 hti►-70) • ENGINEER FOR RESOLUTION. 07 514 10 r f 4THOC 1'IIRAL F•1 1,1. VH001.,1) CONSIST OF REASONABLY WELL-GRADED SAND, SAND AND 3. THE TOTAL LUSS OF PRESTRESS DUE TO UNREPLACED rb 6 11 n 14 %-NAVE:I, olt C'NUSItht► R()t1X. TO F'ACI l,iTATE COMPACTION, PARTICULARLY DURING MAL10-M BROKEN TENDONS SHALL NOT EXCEED 211 OF THE TOTAL r9 91/9 13 1 t'. 1 'r 1 1 1':'. Ifl I1 �w I WL'1' WItiA'I'Hb:lt C'C114U1'1'!C)Nrg, TIIF EINES CONTENT OF ANY SOIL USED AS 1. ALL HOLLOW CONCRETE MASONRY UNITS SHALL Biu4 E HALF SD PLUS HALF PRESTRESS. 010 109/4 : 5 1 r/,lit 12 17 17a4 2p .� 1'1'1111A'!'UttAl, fl l.l, SHAI L lit I.1MI'l'bD. THE FINES CONTENT IS DEFINED AS THE PUMICE GRAVE N, 1000 PSI 2-CELL UNITS CONFORMING TO ASTM C90 U. j�jiQj._��ItJjR�; SUBMIT ONE: SEPIA AND TWO BLUEPRINTS OF Oil 12 1 7 1 tw. � 41NU N'1'At;lti Vh' d1.►il. 1'A::tiiNu A NO, 7Ul' MESH SI8VE BASED BY WEIGHT ON THE MAXIMUM MOISTURE CONTENT 25%. EACH. DRAWINGS TO BE SEALED AND STAMPED BY A LICENSED 4" NLN►►;; ANALYSIS. rib 24 3" 24_. 'fiMklti4•�uItANTKk 1Nl`N M'kAt"I'ION AND USING THE WF.T STBVfi 2. ALL BUILDING BRICK UNITS SHALL BE 25UU PSI UNITS CONFORMING TO a'I'Rl1C'PURA1, ENGINEER FROM THE STATE OF OREGON. 110PINU WKT WVATHKR L`t)N )ITIONS, TNF: FINES CONTENT SHALL BE LIMITED TO U.B. C. STANDARD NO. 24-1 GRADE MW,SW 3. �l1I3!'11'1'1'Aleti.l 01) 111 fr F t.Eltlr.' IIIAN A000,1' ^ 11INRC'ECNT. DURING REIATIVELY DRY FEATHER CONDITIONS, 3. GROUT FOR ALL REINFORCED BRICK ANDHOLLOW UNIT MASONRY WALLS SHALL A. U1192 DRAWING}}., SUBMIT SHOP DRAWINGS FOR ALL WORK UNDER I:d,for ra,r7,08 r u,r, n � STIRRUP AND TIL 1100104 I t, Dl/, 9Y.14Mr . k TlRpfrP/'fl,. 1 l I Irl NI ► r'INk1i lt)NTKN'1' t'l)l.ild) NIC AS lIIt:H A;: ABO:'T 16 PERCLNT, PROVIDED THE BE 3/8" AGGREGATE CONCRETE WITH A 28 DAY STRENGTH OF 3000 PSI WITH 'PHIS SECTION. THE: SHOP DRAWINGS SHALI. INCLUDE THE 4d.for 03'041: 6 _ fh 1 MA►1717'11+4' l`t►NitaR'I' l;i t'IA)HlCI,Y Ct)N7'RUl.1.F'D A'T A LEVEL NEAR THE OPTIMUM INTRUSION AID ADMIXTURE EXPANDER APPLIED 4 OUNCES PER SACK OF FOLLOWING INFORMATION: ort'""" '"'"I'"°"' >. Htwk �j Hrxrlr jj Nt11N'1't'Nh A`A1N'I'EfN'1' FOR THAT Hutt„ CEMENT. SLUMP SHALL BE 7 TO 8 INCHES. 1. CENTERLINE OF PRESTRESS FORCE WITH OFFSETS A fir G li A r>r f; 11 t� 1 4. ALI, MORTAR FOR REINFORCED MASONRY SHALL BE U.B.C. TYPE "S" 1800 INDICATED AT MAX114UM i FOOT INTERVALS. It _ I �-y �,•J Ih rvUHUATIONO PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH THE FOLLOWING 2. DIMENSION TOLERANCES FOR LOCATING. t fidbor 11 / I . 1 t�uNIIAI'lA►N HI:INti ARE IIASSO ON A 'TOTAL LOAD BEARING SOIL PRESSURE PROPORTIONS: J. 'TENDON LAYOUT AND DIMENSIONS LOCATING TENDONS IN � � I D � ' Min OrulD tAd� f7 ( J 6 of t1 tIE d�tJU 1,N8. 1)FR RQ, 117 . CEMENT - 1 PART THE HORIZONTAL, PLANE. i 4 111`1_ FOUNDATION E l-n"A'TIONN SHOWN ARE TO TOP OF SLAB OR ASPHALT AND ARE LIME, - 3/4 PART MAXIMUM 4. TENDON PROFILE SHOWING CHAIRS, CHAIR HEIGHTS, � ' -1 -A or d � I > MANIC (111) KI.FVATIUNti, SAND - 4 PARTS MAXIMUM L,CJCA'P111N OF 1'lEINCJ STEEL AND OTHER INFORMATION a, 1, Alit, n1K)TINCa NHA1,L BE 11'OUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. 5. AI,i. MORTAR SHALL BE MIXED BY MEChANICAL MEANS AND PROPORTIONED BY REGARDING METHOD OF SUPPORTING TENDONS. - ! DN_ dh D �h C 1 • d►t, 4. Al,l, E1'CX)TINGa sHAL.L, BE FOUNDED ON ENGINEERED FILL COMPACTED TO ACCURATE MEASUREMENT. SHOVEL MEASUREMENT WILT, t!gT EC ALLOWED. 5. JACKING FORCES AT ANCHORAGE. TEMPORARY JACKING �- ti. TESTS - SEE SPECIFICATIONS ' r MINIMIIM OF' 9•Ir AAriH'CU 't'-180 DErNS1TY• FORCES. _ Al.l, 1;OOTIN08 SHALL !IC• CLRANED OF LOOSE AND WATER SOFTENED A. ONE MORTAR TEST, ONE GROUT TEST A14P ONE PRISM TEST SFIALL BE 6. REQUIRED ELONGATION AND ELONGATION CALCULATIONS. Beam � Beam MATFRIAI..4 AT WET SUBGRI:DE CONDITIONS A 4 IN-COMPACTED PAD OF 3/4 TAKEN BY AN INDEPENDENT TESTING COMPANY FUR EACH 2000 SQ. FT. 1. MAXIMUM HORIZONTAL CURVE OF TENDONS EQUAL TO OR ��11 1N1 H MINUS CRUSHFD ROCK OR 2-1,12 OF LEAN CONCRETE SHOULD BEOF WALL AREA. GREATER THAN A 24 FT. RADIUS OR A SPLAY OF 1 IN 10 90o ) o '+ e INSTALLErD IMMEDIATELY FOLLOWING FOOTING EXCAVATION. 7. SPECIAL INSPECTION WILL BE PROVIDES) BY THE OWNER FOR THIS UNLESS NOTED OTHERWISE. w, 1.. r Alit, MOTINOS SHALL BE A MINIMUM OF 1'-611 BELOW THE LOWEST ADJACENT STRUCTURE. 4• r413M1�4H1 _ (L FINISHED GRADE 8• ALL REINFORCING FOR M,;SONRY WALLS SHALL BE GRADE 60 CONFORMING TO A. ALL FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF Stirrup and FU 135 deK runup lip 7. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOT ING ALL PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. THE ACI FORMWORK BOOK-CONCRETE FORMS-AND AS SPECIFIED hook dimensions, in.• hook dtmenrrone, ,n ' E 0 EXCAVATION TC NEAT LINES. 9. EX;EP'T AS OTHERWISE SHOWN REINFORCE ALL MASONRY WALLS WITH THE HEREIN. I 90-deg hook 115(ins hook 1'15,ir a g hunk ' 8. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT FC,L,I,OWING MINIMUM' B. ;TRE:.SING ASSEMBLIES A'T' TENDON TERMINALS ARE TO BE � �JJ 2'-0" HORIZONTAL TO 1'-0" VERTICAL STEPS OR SHALL, BE SLOPED NOT TO 6" NOMINAL T'!11CKNLSS PLACED EXACTLY AT RIGHT ANGLES TO THE TENDON AND Bar D, H. F1 EXCEED 1 VERTICAL 7%) 4 HORIZONTAL WHEN APPROVED BY THE ENGINEER. #4 048" O.C. Vr'.RTICAL @ CENTER OF GROI:TED VOIDS ACCURATELY SECURED TO THE FORMWORK WHICH SHALL BE size in. A if G A or approx. A or C. approx.-- L. W W � 9. THE FOUNDATION INVESTIGATION REPORT SHOWING LAGS OF BORINGS AND 2 - #4 HORIZONTAL 1N BOND BEAMS AT 4.(I" O.C. DESIGNED TO WITHSTAND ALL LATERAL FORCES AS INDICATED ON 0.1 113 4 4 21h 5 31/1 ( �p� e OTHER PERTINENT DATA IS AVAILABLE AT THE ARCHITECT'S OFFICE FOR 8" NOMINAL THICKNESS FABRICATION AND PLACEMENT DETAILS. ra z alis a+, 3 is 41�s 0 #5 @ 48" O.C. VERTICAL @ CENTER OF GROUTED VOIDS r. •5 2' + 6 5'2 33/4 6 51/1 INSPECTION BY AL1, QUALIFIED BIDDERS. C. THE FINISH OF EXPOSED CONCRETE SHALL BE AS SPECIFIED IN Ire 41h 1.0 7114 41/s 10114 61h 2 - #5 HORIZONTAL IN BOND BEAMS AT 48„ U.C. SECTION CAST-IN-PLACE CONCRETE. 07 5''. 1-2 9 514 1.01/2 711/4 _ lar. EXCEPT AS OTHERWISE SHOWN REINFORCE AROUND ALL OPENINGS WITH 2- D. TIME LAPSES "OR REMOVAL OF FORMS AND SHORES FOR POST re 6 1.4 to', 8 1.21/4 9 Y81aI�Al1,dATl,S?�! #5 HORIZONTAL AT HEAD BY OPENINGPLUS 4'-U" AND 1 - #5 VERTICAL AT TENSIONED WORK 5HAI,L BE AS NO'PED ON THE DRAWINGS, BUT IN ---- PRF.ROLL, THE AREA WITHIN ItUII,DING AREA. AND 5'-0" MINIMUM AROUND WITH A • HEAVY VIBRATORY ROLLER MAKING A.1' LEAST 3 PASSES OVER THE ENTIRE AREA. EACH JAMB by OPENING PLUS 4'-0".. NO CASE SHALL SHORES BE REMOVED FOR MORE THAN 3 (',rade,/0 w..ndrw, ANY AREAS WHICH EXHIBIT EYCFSSIVE WEARING OR DEFLECTION UNDER THE 11. EXCEPT AS OTHERWISE SHOWN DOWEL ALL MASONRY WALLS TO FOUNDATION CONSECUTIVE FLOORS BELOW A NEW POUR. WEIGHT OF THE ROLLER SHALL BE OVER EXCAVATED FOR A DEFTH CF TWO TO WALLS WITH 1 - 05 DOWEL X 4'-0" @ EACH VERTICAL WALL BAR EMBEDDED pbAC_1" L THREE FEET AS NECESSARY TO RFMOVE ANY UNDESIRABLE SOILS IN THF AREA AND 2'-0" INTO CONCRETE. A. PLACE POST-TENSION CABLES WITH A PARABOLIC PROFILE, BACKFILLED WITH CLEAN, WELL GRADED SAND OR SAND AND GRAVEL MATERIAL. 1.2. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE SHOWN. 13. PROVIDE 2'-0" X 2'-0" BARS AT ALL CORNERS AND INTERSEC'T'IONS FOR UNLESS OTHERWISE INDICATED, CONFORMING TO THE CONTROL 'ONCItE _�1 T_IN_�,AC ALL WALLS FQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. POINTS INDICATEQ. DIMENSIONS LOCATLNG THE PROFILE APPLY TO THE CEI4TER OF THE CABLE. 1 . ALL CONCRETE SHALL DEVFLOP A MINIMUM 28 DAY LABORATORY CURED 14. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. B. LOW POINT:/ OF THE CABLES AItE AT EIIUSPAN UNLESS OTHERWISECOMPRESSIVE-CYLINDER STRENGTH OF 30GO P.S.I. FOR FOUJDATIONS AND 15. PROTECT ALL MASONRY UNITS STORED AT iUBSITE AND ERECTED FROM ThE NOTED. INI'ERIUR 51 ABS ON GRADE. ELEMENTS. C. TO SECURE IN PLACE AND HOLD IN ALIGNMENT, SUPPORT AND 30QO P.S.I. FOR OTHER CONCRETE EXPOSED TO ELEMEN'T'S TIE POST-'PENSION CABLES AT MIDSPAN 1/4 POIN'T'S AND AT TABLE 12-TENSION LAP SPLICa LENGTH ON.) FOR GRADE:60 BARS OTHER THAN 'rUP BARS,' IN _ AJO_N_- P.S.I. FOR HOST-TENSIONED CONCRETE SLABS 9Fe11.EWild COLUMN LINES AND AT ADDITIONAL POINTS SUCH THAT THE NORMAL WEIGHTCONCR£TE1 5000 P.S.I. FOR COLUMNS 1. GENI.PAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. MAXIMUM SUPPORT DISTANCE IS LESSTHAI! FOUR 4 4000 P.S.I. FOR WALLS 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, STRUCTURAL ( ) FEET Cies A. H and C spit,.,�for bare spaced les,Than 6 in.apart# U. IN ORDER TO PROVIDE SPACE ON THE EDGE. FACE OR STEEL, ME--AL DECK, PRE-CAST CONCRETE MEMBERS AND PRESTRESSED ACCOMMODATE TETE STRESS'NF EQUIPMENT, THE MINIMUM SPACE Oar 7 = 3000 psi " - 4000 psi l' • 5000 psi I,' _6"psi 2. A MINIMUM OF 4 CONCRETE PEST CYLIKDERS SHALL 9E PROVIDED MEMBERS AND SHALL BE REVIEWED PRIOR TO FABRICATION. SUBMIT' 1 BETWEEN THE STRESSTNG CABLE AND ANY OBSTRUCTION IN THE sift A B C A B C A B C A it C FOR EACH 100 CCI. YARDS OF EACH CONCRETE STRENGTH. CYLINDERS SHALL PRINT AND 1 OZALID REPRODUCIBLE FJR APPROVAL OR CORRECTIONS. FACE SHALL BE Bit. #312 12 15 12 12 15 12 12 15 12 12 15 BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 @ 28 DAYS AND 1 PRIOR TO 3. FIRS.' FLOOR SHALL BE PERMANLNTLY ATTACHED TO WALLS PRIOR TO F. PLACE STRESSING END ANCHORS AND DEAD-END ANCHORS AT #a 12 16 xo 12 to zo 12 to 20 tz 16 20 REMOVAL OF FORMS FOR SLABS AND BEAMS. BACKFILLING AGAINST STRUCTUPE. RIGHT ANGLES WITH EDGE FORMIN BOTH DIRECTIONS. #5 15 20 26 15 20 20 15 le 20 15 20 26 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH ASTM 4. THIS STRUCTURE SHA1,L BE ADEQUATELY 3RACED FOR WIND OR EARTHQUAKE :5 t9 25 32 15 23 31 15 23 31 18 a3' 28 F. CUT BACK WRAPPING AT DEAD FND ANCHORING ENDS BEFORE31, SPECIFICATIONS. FORCES UNTIL THE ROOF AND WALL UNITS HAVE BEEN PERMANENTLY CONCRETE IS PLACED TO SECURE FULL CONTACT BETWEEN #7 28 34 44 23 30 39 21 27 36 21 27 36 4 . CONCRETE,, FORMS, MI%ING, PLACING AND C.JRING SHALL CONFORM TO ACI ATTACHED THERETO. ire 35 46 BO 30 99 51, 27 35 46 74 32 42 MANUAL OF CONCRETE : RACTICE, 1982 - EDITION, AND SPECIFICATIONS. ANCHORING DEVICE AND CABLE IN ITS TENSIONED POSITION. � � 5. ALL CONCRETE JOINTS /SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER #e 44 57 75 38 49 65 34 44 se 31 40 53 or 5. AT AREAS OF DEPFESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM 6. S'PI2LSUNLES OF WALLS AND SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEER'S scat s0 ?3 95 48 B3 e2 43 50 73 39 51 67 A. UNLESS OTHERWISEINDICATED, DU NOP START STRESSING UNTIL M11 68 88 118 59 77 101 53 e9 90 46 63 82 THICKNESS OF DEPTH :,S FOR ADJACENT AREAS UNLESS OTHERWISE SHOWN. REVIEW ON LETAILS OF ALL CONSTRUCTION JOINTS PLIGR TO CONCRETE HAS ATTAINED A COMPRESSIVE STRENGTH CONSISTENT _ Class A ii, and C splices for bare spaced 9 in.or more apsrtg fix' 6. SHORE ALL BEAMS UN'."IL JOB-CURED CYLINDERS INDICATE A MINIMUM CONSTRUCTION. WITH EQUATION 26-1 OF THE ACI 301-83 CODE CERTIFIED BY 0 AVERAGE OF 100% OF THE DESIGNATED MINIMUM CYLINDER STRENGTH. TEST CYLINDERS. /lar I 3000 psi 7 = 4000 psi I,' = 5000 psi l,' =6002 psi ac3'w 7. CAMBER ALL: SLABS AND BEAMS WHILE ARE NOT PRESTRESSED UNIFORMLY FOR B. KEEP A COMPLETE RECORD OF ALI, JACKING FORCES AND w >. 1 B C A B C A B C A B C M A RATIO OE' THE CLEAR SPAN DIVIDED BY 480 = L/480 AT CENTER OF S P E C I A L iNS•PF:C�nN ELONGATIONS SHOWING PROCEDURE AND CODER IN WHICH --- LZ. t,4 12 12 12 12 12 12 t2 12 12 12 12 12 C) MSMBER. SPECIAL INSPECTION SHALL BE CONDUCTED BY A SPECIAL CERTIFIED INSPECTOR STRESSING IS PERFORMED FOR EACH SLAB. tra tz tz ie 12 12 tb t2 12 18 12 12 18 8. SLEEVES T;IROUGH BEAMS AND SLABS FOR MEC:HANICAI, LINES SHALL BE CERTIFIED 3Y THE CITY OF PORTLAND At'D EMPLOYED BY A CERTIFIED TESTING C. USE MECHANICALLY POWERED HYDRAULIC AC'tl .TED STRESSING ,r5 12 ib 20 12 16 20 t2 18 2n 12 16 20 FABRICATED FROM STANDARD WEIGHT STEEL PI^F, WITH ANCHORS AS LAB. JACKS EQUIPPED WITH RECENTLY CALIBRATED 3ESSL'F'E GAGE. Ori 15 20 26 14 19 24 14 t9 24 14 19 24 �*/ APPROVED BY THE ENGINEER, UNLESS OTHERWISE NOTED. THE FOLLOWING ITEMS ARE TO BE INSPECTEL: SUBMIT CALIBRATION CURVFS TO THE A'',CHITECT AND 07 21 27 36 18 24 31 17 22 2917 z2 z9 1. ALL CAST IN PLACE CONCRETE RECALIBRATE AS REQUIRED BY THE ARCHITECT. #Ft 28 36 47 24 31 41 21 28 36 20 25 33 2. ALL PRECAST CONCRETE U. DO NOT WELD AROUND TENDONS. AFTER THE TENDONS HAVE BEEN ire 35 46 60 30 39 52 27 35 46 25 32 42 r� CONCRETE - PRE=CAST 3. ALL PRESTRESSED CONCRETE STRESSED, BURN OFF THE TENDONS APPROXIMATELY 1/2" INSIDE #10 45 58 7e 38 50 eb 34 45 59 32 41 54 LJ 4. ALL BRICK AND MASONRY THE FACE OF THE CONCRETE. TAKE EXTREME CARE NOT TO HEAT #11 55 71 93 47 62 et 66 f 42 55 7z 39 50 1 . ALL CONCRETE FOR PRE-CAST COtrCRETE UNITS SHALL BE NORMAL WEIGHT 4. AGGREGATE CONCRETE WITH A MINIMUM 28 DAY LABORATORY CURED 5. ALL SOIL PRIOR TO CONCRETE BEING CAST ON IT ANY OF THE ADJACENT COMPONEN'T'S UNNECESSARILY. •Applicable for vertical ban in walls or tied columns and tFor general use where bar sparing is leu than a in. and COMPRESSIVE CYLINDER STRENGTH OF 6000 P.S.I 6. ALL SOIL DURING BACK FILL AND COMPACPION E. WHERE SLIPPAGE OF MORE THAN 1/411 OCCURS AFTER RELEASE, for horizontal ban with 12 In. or less of concrete cast in the aide rover in the plane of the ban is leu than 3 in. Z. PRESTRESSED RECTANGULAR BEAMS SHALL BE MANUFACTURED BY AN STRESS 'THE TENDONS AGAIN. member below the reinforcement. For ban enclosed in standard $Applies where later@[ spacing between bars is equal to or 0 'a- APPROVED FABRICATOR TO THE DIMENSIONS AND REINFORCING AS F. IF PROPER ELONGATION IS NOT REACHED AT THE SPECIFIED column spirals, use 0.75 timer the values tabulated above, but greater than a in, and there is at least 3 in. clear between the SHOWN ON THE DRAWINGS. MANUFACTURER SHALL SUBMIT COMPLETE 1)OS'P-T'EH-E-19 ED 1ZEINFOI CEMENT FORCE, THE TENDON IN QUESTIO14 SHALI, BE STRESSED AGAIN not less than 12 In. face of the member and the edge of the bar, messured In the SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURING OF UNITS. AFTER SUFFICIENT LAPSE OF TIME FOR STRESS EQUALI'LA'PION. tLonger splices for lightweight aggregate concrete are gener• direction of spacing. a A. UNITS SHALL, HAVE A ROUGH RAKED SURFACE FOR MAXIMUM BONDING OF MATER ALS dly requited,G. STRESS EVENLY SPACED TENDONS IN THE SLAB PRIOR 'TO Z ry TOPPING SLAB. POST-TENSIONED REINFORCEML•'N'2 ::HALL CONSIST OF 11/2" DIAMETER HIGH- LL. SSI 3. PRE-CAST TILT-UP WALL PANELS SHALL BE CAST' TO THE DIMENSIONS S'TRENG'TH STRANDED, STRESS RELIEVED 7-WIRE CABLES CONFORMING TO ASTM H. POUR STRIPS BANDED TENDONS. A421 OR A421, AND HAVING A MIN.LvIUM ULTIMATE STRENGTH OF 270IPS ARE TO BE POURED 60 DAYS AFTER POST- SHOWN ON THE DRAWINGS WITH ALL REINFORCING STEEL AND INGERTS ,000 PSI. TENSIONED SLABS ARE STRESSED. IN PLACE. CABLES SHALL BE COATED WITH AN APPROVED COATING COMPOUND BEFORE A. SLABS REINFORCING AND INSERTS SHALL BE APFROVED PRIOR TO WRAPPING. WRAPPING SHALL BE PLASTIC OR PAPER TO INSURE FREE SLIPPAGE PLACEMENT OF CONCRETE. OF CABLES WHEN TENSIONED. ANCHORS SHALI, DEVELOP A M111IMUM OF 100% OF THE ULTIMATE STRENGTH OF THE TENDON W111CH 1S BEING ANCHORED. PROVIDE CONCRF,'TF: R INFORCING5,1FEL DEAD-END ANCHORS OF THE TYPE INDICATED. 1 . ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.f3.C. POST`TENSIONED CONCRETE STANDARDS NO. 26-4-76 AND ASTM A615 GRADE 60 FOR TOP AND BOTTOM STEEL ASTM A615 GRADE 40 FOR STIPRUPS, il►.'t toss NOTED 0THtIz.WlSt• 1 . R_KSCBjZC1ON 2. ALL WELDED REINFORCING STEEL, METAL INSEPTS AND CONNECTIONS SHALL A. V,ORKN� CLOD);¢_ PROVIDE ALL LABOR, MATERIALS. EQUIPMENT, CONFORM TO U.B.C. STANDARD NO. 26-8-76. SUPERINTENDENCE AND SERVICES NECESSARY TO FURNISH AND --- -- RavlslOns 3. REINFORCING (MINIMUM UNI,EJJ o'1'tiL'.iwISE SHOWN ON PLANS) . INSTALL ALL POST-'PENSION REINFORCING AND TO PERFORM A. REIt.FORCING FOR WALLS POST-TENSIONING OF ALL CONCRETE INDICATED TO RECEIVE 6" - VERTICAL, # 4 @ 12" O.C. HORIZONTAL # 4 @ 121' O.C. SAME. 8" - VERTICT.L # 5 @ 15" O.C. HORIZONTAL # 5 @ 15" O.C. 2. QUALITY ASSURANCE B.PLACE 2 - #5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENR DS OF A. GENERA: ALL FOUNDATIONS AND WAILS. 1. THE POST-TENSIONING SYSTEM SHALL BE APPxOVED BY THE C. PLACE 2'-0" X 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR STRUCTURALENGINEER SEVEN (7) DAYS PRIOR TO THE BID WALLS AND FOUNDATIONS EQUAL, IN SIZE AND 14UMBER TO HORIZONTAL DATE. REINFORCING. 2. NO REVISIONS WILL BE ALLOWED WITH REGARDS 9O THE I ` D. PIJACE #4 BENT DOWELS 1'-0" X 2.'•-0" @ 12" O.C. FOR EXTERIOR POST-TENSIONING FORCES, PROFILES, REINFORCING STEEL WALL TO SLAB CONNECTION. OR CONCRETE SLAB THICKNESS AND STRENGTH. E. PLACE 2 - #5 OPENING WIDTH PLUS 4'-0" ". .P AND BOTTOM; 2 - #5 3. FABRICATE, PLACE AND STRESS ALL POST-TENSIONING OPENING HEIGHT PLUS 4'-0" EACH SIDE; PLUS #5 X 4'-0" DIAGONAL TENDONS USING ONLY EXPERIENCED PERS014NEL WHO CAN BARS AT EACH CORNER OF ALL OPENINGS. SHOW EVIDENCE OF HAVING SATISFACTORILY COMPLETED F. PLACE 2 - #5 X OPENING DIMENSION PLUS 4'-0" EACH SIDE OF ALL PROJECTS SIMILAR TO THE ONE COVERED BY THESE VMWING INDEX OPENINGS AND 2- $5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF SPECIFICATIONS. ALL SLAB OPENINGS GREATER THAN 1'-6" IN DIMENSION. B. FIABRICA,TION AIID PACING: TOLERANCES SHALL CONFORM TO 4. ALL WELDED WIRE FABRIC: SHALL CONFORM TO ASTM SPECIFICATION A-185- THE REQUIREMENTS OF CHAPTER 15 OF ACI-301 EXCEPT THAT SktEKTA TITLE 85. TENDONS, SHEATHING AND ANCHORAGES SHALL BE PLACED WITH A - A. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAID IN FLAT SHEETS AND TOLERANCE' OF + 1/8 INCH IN CONCRETE DIMENSIONS LESS THAN so GENERAL NOTES SHALL BE CHAIRED TO PROPER POSITION IN SLABS. EIGHT (8) INCHES ± 1/4 INCH IN CONCRETE DIMENSIONS EIGHT 21 FOUNDATION PLAN 5. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN (8) INCHES OR GREATER. THESE TOLERANCES APPLY S2 IST LEVEL FRAMING PLAN ACCORDANCE WITH ACI DETAILING MANUAL 315-80. SEPARATELY TO BOTH VERTICAL AND HORIZONTAL, DIMENSIONS S3 2ND LEVEL FRAMING PLAN A. ALL REINFOR:'ING STEEL SHALL BE ACCURATELY AND SECURELY AND MAY BE DIFFERENT FOR EACH DIRECTION EXCEPT THAT IN S4 COLUMNS AND FOOTINGS PLACED. SLABS THE HORIZONTAL TOLERANCE SHALL NOT EXCEED ONE (1) S5 COLUMNS AND FOOTINGS ANCHOR FROM EACH INCH IN S6 BEAM ELEVATIONS AND DETAILS TESTING: TESTT A SAMPLE OF T S7 BEAM ELEVATIONS AND DETAILS Drawn By Chocked By I ELFEET OF TENDON LENGTH.E TENDON WITH BEAM ELEVATIONS AND DETAILS � B. REINFORCING SHALL NOT hl; BENT OR V1SPI�ACED FOR THE REEL OF MAT,?RIAL USED. FORWARD TEST RESULTS TO '1'liF: ONED SLAB DETAILS CONVENIENCE OF OTOER 'TRADES UNLESS APPROVED BY THE STRUCTURAL ARCHI'T'ECT. TESTING SHALL BE DONE BY AN APPROVED INDEPENDENT ENSII I ENGINEER. T'EST'ING LABORATORY. MANUFACTURER SHALL, PAY FOR THIS TEST. S10 SHEAR S9 POST-TENSIONED ELEVATIONS AND DETAILS C. SPLAY REINFORCING STEEL AROUND OPENINGS WITH I's IN 10" SPLAY S11 MISCELLANEOUS SECTIONS AND DETAILS job NO. MIN Go at* � UNLESS OTHERWISE SH0:4N. ALL TENDONS SHALL BE IDENTIFIED. I). MINIMUM COVER FROM CONCRETE SURFACES f0 REINFORCING STEEL RECORIJ$: MAINTAIN LAND SUBMIT TO THE ARCHITECT AND APPLICABLE SHALL BE: INSPECTION DEPARTMENT THE FOLLOWING RECORDS: - A. TNNW 1_ ST TE : SUBMIT SIX (6) COPIES OF STATIC AND etIost Tit$* 3" ± 1/2" TO BOTTOM OF FOOTING 2" ± 1/4" TO EARTH FACE OF WALL DYNAMIC TEST REPORTS SHOWING COMPLIANCE WI'iH ACI-301 '-I 1" ± 1/4" TO INSIDE FACE OF WALL CHAPTZR 15. -I 2" ± 1/4" MAIN STEEL BEAMS AND COLUMNS B. DAILY JACKING RECORDS 3/4" ± SIJAB TO TOP AND BOTTOM SURFACES C. APPLICATION 0 REaTRES._SING FURCG: CENTER OF SLABS ON GRADE 1. TENSIONS SHALL NOT BE PERFORMED UNTIL THE CONCRETE E. LDAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE HAS DEVELOPED A STRENGTH OF 3,000 SAND THE shoot No NOTED. CONCRE'T'E HAS PEEN IN PLACE FOR A PERIOD OF NOT LESS F. ELECTRICAL CONDUIT SHALL BE PLACED NEAR CENTER OF SLAB. THAN THREE (3 ) DAYS, CUMULATIVE, BUT NOTNECESSARILY CONSECUTIVE, DURING WHICH TIME THE TEMPERATURE OF THE AIR SURROUNDING THE CONCRETE IS ABOVE 500 F. PERMIT NO. 88'? '8 f7F 1e- ' , II11/i 11111111111)11111111111111i1111111111111t1l1111111111)11 l,l,l�tll,tll,111111111111111) 11111111111I11111111111111111111111111111111111111111111111�!:1111111111111111111111111111111111 _,n,t"""asr,... ".,wr,ar, ` NOTE: 1 F 1H 1S MICROFILMED ( 2 3 4 -_ 5 6 7 1J8 8 !0 1 1 ___ h DRAWING 15 LESS CLEAR THAN THIS NDTICE,1� IS DUE TO TTff QUAIAT TY OFTW ORIGINAL •.F s H DRAWING. �•oe 6z ez aez sz rz ez zz Iz oz sr 9­14-1-- til !1 1=1 ei _- _91 11 OI _6 o c 0 s e e z ,111•ta" . rr411111111111"Illttnituthntl0u111111111111111111n11111111nhm�tu1u01w011IIIIIIIIIIII1111U111111 infln111111thllllllllhif111111lilt Ill,4iMllllIII ifllnld111111nllutllnuhluluullullltululJfit,hlillimhml: 301K - APRIL" 61 1991 :. 4 t�VIP __..__._...___ __.� _.___ .__.•_.._..__�_.__....__��___.._ _,...._._._-..-..»_ ..--.w�.-.�_.►_.... ._..._.... -_.�- ._....�+�-- -+...tri--•_.+ ...._. ..._..«....�-- I WTOM W* swift _ y 6 mawl,t1` #WUWLY VALS tl •S. f • 1 6 IQs1tllE1�Y �. ? �� 4 ' �11.LaNS . �- Il 4 x 4 1.2 6 vo gets 00,00"0 pip is Vic IS& >! �C OA M 1 6 Vi ril ` 11 4 01 G - 1I4 43 6c o,o A34 �� E . ,`0�,� «.wr...._ ._ •,..d..�.rr.........,PIMA�M.w-7�'.b•wn.�----"�"-, r IL W� all -ISO 4viiii mom WW. .� .,,,,,,�„•_ '� TSA 30 PL._ -3 _.__. �_ _._ N , 31 }- 1 ..i - -J sa / 1 (WO M CITY Mas 1 N} i5 _._ _. ._. .,,.......... . i--- 34 iii "z ,• c�► N,�r>Ec..0 .�� , � (o 40) -TCL t w1�,. t a ., I , 111 ' IL r 'I �w , 1 47 1 48 jig C4' to , IDS 0 n _ _ _.______..r»�,._._,_ -r •-.- __ -+.++mow- .__.__._._-•_--....__- _.�_•_•_.___._..�.. �' , 12 -IF a63 INK to _._ .. sr E, • 70 Irr...r .�..._. .,.. _.,. »—..+.+.rw...wu-:..':F.r•...V.rM,�..rw.s.+...�yM..�r...__ t 71 M�.wr..w PRPNTED V MAR 3 0 1988 DELTA FIRE, 11 x GENERAL NOTES F 12E Pv►rw1 �' �.0 w T �c,L.��W IN Go L KJ ,i R U'I ��S t_ F-v e L -r 0501 1 k - 1aS A-W IE F 1 F-S ANA P fi r,? �rz a,<-- I c'.a t,4 n T S.N o v,i AJ F ED E FIRE, INC. FIRE PROTECTION CONTRACTORS N � ,�. , ,,?.• -- - - __– -- _�� - _ - __ _ _ . _ i o 3 via Cs" >�r1l R,.uma ' r 1(�R �.00 I. I NO. DATE DEKNIP"ON _ T I1. ____. —�_- -__ _ __ ___,_ _____._ ov DATE I " I�, -Z,!:+ _ �L w !GALE` s I+� SK� ta795 SW 72Nn PUF"fLANU QN 9�2aa 79 • -- REVISIONS colff.— DRW 5 ca G IMEM ti r ."Ir. a r.w►n.,[r co _. • i ' ... ..+r• .:^Ir.r+++, �...•w.•.1^w'+rl""'�Iw"".�•^"R,...w. ,.-..„ ,r-ra+r�/�s.w..wu .....� .. .. r.r!.ww .. ., ,.,_._.. ..,,.., - .. . b....,� vr...r�. ..NM1�*+U,u wew'MewwlM+-,A..�s ,... .'-""-`---+. ...,_.::..�_«+.---�_a.. _ .._.__.._..,. „ .. .. ._.... ..._... .�.,..Y.rk.y ._... .. ._ _. ......- .. __._—__. .. ___.-'_-,__.-. .. wM11MM�1�1 �MINMM�ItOA1� �•- nat .a.w.....a..ww.,.,:. t; ....,rw....a.�....r - ..-..._......_ .... - _... _- -_ . �,�' vi• .�rww,.ur+.rwwww•IWMi4nM•wrYltrM�r ... ' � I I 1 1 1 ! I I I b I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 I I I I I I I III 1 1 � I `I-1 1 I I I I I I I t I I I I I I I r I t I I t I Ili r I I ' I III Ili IIS llt ill rIr rir rli ,. .—_ ., -- . I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 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 1 I I I ,I I W)TE: IF THIS MICROFILMED I G 3 4 5 6 i 8 9- �..�..o. DRAWING IS LESS CLEAR THAN THIS NOTICE, I7 IS DUE TO THF CXALITY OF THE ORIGINAL 'nnl DRAWING. 0L 62 HZ LZ 92 SZ bZ EZ ZZ 12 02 6(1 81 i_1 91 SI bl EI ZI II 01 6 9 ! 9 S � b E1 Z 1300 ,►illllllllh,��� 11l1nlutll uu)uuI H!!I uUlllllllllll uu1 uul aril nuI nnI un1111111Ill 111111mI11111111dill II Hltlll11111ll11111111111111111110U1111111111111111111111IIIIl�1111����lIIUlII11111111IUlJIIrII)uuIIIl1111111111111111I1111I11ll11111IIIIIIIIItLII�IIl111III11IIIIlh1J 1 APRIL 1991 FAWICATION BILL OF MATERIAL - DWG. NO 0=9 ITiEM OT_Y SIZE — D11"OP'TION e' � a :.., • .. .' _-... ....__-_._ _.....—_ r + 4 10 14 14- .—Ao-- tj — Wf - - - _ ------ a 34 30 30 1r 1 31 - C-3 IGT 10►.► O ( 32 33 34 36 30 40 41 42 —43 44 K 447 V4; -- — /- N w _ 61 �I U at LIN so p 63 IV o es 67 so 70 71 72 73 PRINTI_t� _...___..__- -.74 MAR 3 0 1,900 " DELTA FIRE INC. ri GENERAL NOTES ' E F FIRE, INC. FIRE PROTECTION CONTRACTORS I exp ":mw 4 jeE o m * oma TK*APL,r7, MNO. BATE W!lCIIII"TION �X TITLE �'� fZ�— pump oDN�--- E t�i•T 1 b w1�► I'�I!J. e311'95 S V4' 7"c ND f'i�RTI.ANC) (..)RH 9724-7952 • 50 /62D4p20 L I 'ISI l' 31) ' ' 1 eee_e DATE L-�'S-8 6 SCALE l-� SHEET k o4c C71 :I. REVISIONS ---- --- -- -- --- -- ---- •-------- CONT. t?!AWlY. iaC SYSTEM M �a.r�.•, . s wr�c.rn sn ,: .aV.+o11bM :�+-,..u....- .. .. • -ti r �illtl►IritI111IIItIIIillillllllll�I111I 1111111i111111IlIIIIIIIIIIII�IIllllIIItl1111111+11111f11111ill IIIIIIIIIIIII111111111IIJIIIIIII1;111111I11111IIllif111Illill iIf111111111111111111111111 �• I NOTE: IF THIS MICROFILMED I 2 ,T 3.®�.� - 4 5 _ 6 7 8 9 _— 10 , --11 -- DRAWMG IS LESS CLEAR THAN 1 THIS NOTICE, IT 15 DUE TO THF QUALITY OF THE ORIGINAL 5bE DRAWING. OE 6Z BZ LZ 9Z S7, bZ EZ ZZ 12 OZ 61 BI LI 91, 1 l I ZI 111 01 6 9 L 9 S b IE- Z 1 ' !! +►,11;I1111II1lIIIIIll IIIIll II1111lIIIIIt11Iii 11111111i111illlltlllul+11111 III I)Ill Ill Ill nIIIll I1111�111111NIIli11Ill 1Jill IIIIIli iiIIJill Ili IIIIIli 1i11111'Iftl1 Ili ill 111Jill 11111t1�11111111111111111{I�INIII'�HIIIIIIINI�IN111111�IN11Jill 1991 APRIL � 1 NOTE: �4ti/. ssa � 1 I GENERAL CONTRACTOR SHALL VERIFY ALL. DIMENSIONS WITH ARCH. DRAWINGS ANY CONFLICTS WILL. BE RESOL VED 13r THE ARCHITECT — ELEVATIONS SHOWN ARE, MAXIMUM AT TOIL OF SLAB OR ASPHALT FOR A MINIMUM CLEAR HEIGI4T OF I -0' N CATCH BASINS ARE TO BE REVIEWED W Co cV BY THE ARCH. &HIS CIVIL. ENG a,W 2 00 THEY ARE TO LOCATE THE FINAL LOCATION & QUANTITY W � 0 cV W zO W / 7 _ � ac z NORTH W I'- ,n (n a .- _ 12�' 8" I I c)'- o" 142!8" 3 N —•�--- - - _.__._ _ _. ---. - Z "'WA I-L - w A Lu ¢ - -� W M ` `Sl O 0 � Z J 0 � 4' Q �� �(/� Q� a N f Q/ 09 V✓p L > —,$05 � ~1� -�-• � ---f--_ �----�- _ _- --. --- 2 --_ —� - �• - - --- -- --- -- r s - _ %) - I O Q 3Ig-(�� � �D� I I 1 LI �o S4 I „ N 1 I ZIPaTC`ZY fi,,� SO ' I 1 I I � Ito 14"55 U I , n � �il 7 SIM + ------_._-- I E 178.� 1 � 54 t - - �= TYP. POUR STRIP 4, o 00 IU AT TILTUP WALLS 2'_p' 7 21 �0" _28'-0" j' r' I 7 t�&ovF- KDM Jl SII A�ovE I I J !r LAP HORIZONTAL BARS ��� TY�' !y!'� 5', I •" 2S'-Ca" L_.__.._.. _ _-. - HOLO Foy o I I 1 f01 Aec H 2Ev f ; ! ' v' K --� A _ A _ _ B D �i _ C 404, l _._. T ri:,i Li �"K _{* t YVP 1_L_ _ -.--'-�.�� `— -- .- y - - ♦ } 1 I _ _ _ I _ _- ---- _- - - l _._.._... .. _ __ ____ ¢ o kf / Lc 7 It S4 9, '' 1'IT,15 r �Up cs I 9 1 I5_ I" I(o-!o 1$ d 18-0 I O 18-0 18-0 -- - I -� , � POTu r�EvArorz s4 - -- --- - - r _ �" i IS 4-0 X IGZAP , a svv t- ir 1�3 I � 1'18.0 I � A . zrF ' tri � co I'- W2.9KW2.9 -- - --- I , If F , 4 h (H) 18 'Ux Ib U x 3(0 Il U xll c� r�33 ✓ W/ 19-w 9 f3ARS E•u1. ; \N1 1 6 y 13AKS E•W r i 4"SO/a-I i— uJ W T, t 3 I h ► I _ I I G - { - 4 _ -�- f L , o C� Lf N 0 1 V FTC„ z 40 - CC 1!1x 1 '5 G c L Q —Tf P I I � o m a Z PERINA F00TItNCO LE,I,n:rb \ IC.+79,51 i �� _ I ILL I Ia.r •lon� s I I 1 I TRI-N6H r /ISIS% `r— up-Al N ani�F1,j t'L aNt Y i tr ( IC I15.5 2' 0"X IGfl FTG1 W/ 4 -"4 Uol4-r RrQ1mkEv' I� I WHERE BC.IGK PAPt-,P!T � 1 IDi2A1N Gr`JM IS Cc;-11GtED % I AP3vvG. I7QAIh! FROM I p- � �n Pt� G `i.. agovc r n 1 I 1 I I :I . vd/44 GOUT ,r vcRI1:Y I Co EQUAL SPACE I- L� '�Cc'-C)"UC. vE»1« . 21�n'``�„ I IEI�5,5 �, r� O., L = rr ��`- vI 1 - , Z7 -o — _ Ib O 143- 7 o 8, I Drown Br CnocMod By A G p F CU) jQb NO. oft*Yl AM 06 101 LOWER LEVEL Fc. I_�N L AT►ON PLAN - - Sheol 040. 1-IWI�:MTT N0. 5 O 15 of MIN 1111111�01 2 3 4 7 ..wl�rit...++rrrlrl� I '1 11►'III III I I 1 11 1 1(1 III III III 1 1! 1 1 1 1 1 1 111 III 11 1 III I it III III III III III I I 1 11 III III III III III l I I l I i III 1 1 1 1 1 1 1 1 1 1 I I I I I I I III 111 111 I I l 11 1 1 1 l 1 I I I I I I h 1 I h I t h 1 ',�r.,. ....-...,, ,.. ,,,�.,...._._:,r .,-_ ` 'r� �� lei I ! I ! I I I I I I I I 1 I ► I ► I I 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 I I I ,) l i I I --- ._.. NOTE: IF 1AIS MICROFILMED f? 9 10 I 1 12 -- Fr DRAWING IS LESS CLEAR THAN i THIS NOTICE, IT i5 70 � v I ME To THF QUALIYY OF THF. ORIGINAL — -- ' DRAWING. 0f. 62 92 (2 9% SZ b2 f.Z 2� Iz 02 61 HI /I 91 ;I t•1 f:+ GI II 01 6 0 1 -9 •nllnilhl,IL�DIIHJII,IIIHIl111;111HIIu1hnlLhlhINHLIHIHHhIHIi1111+hHb1111DHIUululllnnlnul11+1111+1111111wllnnlnnlnllllu►hlnlnn6usiuuluuluulnnlnulll1,Il,,,I,IuIIIuI,IIIlIu1hI11LHIlI1IIlnnhulllu�nllllulluul�Itlllnlunhn+lllulun . . APRIL' 11 1991 -- # -- i.4.�- u*-ate Lu N W z co W U' ° N M (� w z ° i hl R7H Z W cc N I W �� - -- — - --- - m r J W 1 J > 0 A z OU O � o a Q N 142'-b` I __ _(�) - ,I 1FI�G1 ` P E I ( ( i I l N Q I I 1I I I dl II I J = N Q I I 0 O m 1 I I all I a I T F• I I al m II I I I I -zo/.c) I I I I sv ——. -- - - ---- 1_pl I' - —" - p�Q� 25 ET W NJ �T 0 -7 2 I '-O01' 4 - --- tn O _ •� I I �i� � � L TYP ii,_I Eula �\ G BAYS U-F-IM4 A1\ s l l i +a► c�- b gA _. __. - —L i3-S — ' _— ��� t'3Ly -O ( 111, P0"hp �� ' T� I TY I 1 \cr ;� 0 trll70) v I I I I I��►// I I S�� I vi I I �i 1 II J "y - o I (ot,r, I I \ N TYP gO I lD I I I I II I I ( I II ° otNT — I 155 I i 40 � � O TI 0 1 1 � II I 1 c4 4�3�OC I QI I I I 3-oII I I of i I _ '11 4 -I1 ( I I 3•0� , 1 I `a I n E ,I b a I I 01 01 1 c�I f'o U/Z- OI O 0 I O I 01 ( 1 D I I I { 7YP 1/ I n �I I ° I i I ml I � i ( i I I I { s-rP_I r� T� 1 l 0 1 e l oII QI a l i n N I *4/a1SOG ! I , I N � I I � I ToP I 1 I ! ! I I I to I I I I gli - I ^� ^ �I I I I { I I I { 9 ; , I i I �9 I !>,1J W Q n - - - -� _ J - L g 4 1 ► _ 11 a 41 L g_4—�I I ___ -1! g' 4 _l1- - 11 q- - ll _ , �° II I ( ( I It a Ili l I II II�� II { c� �i N �I I I T�t7U tz 2 I I POUR 4 ) 1 ' I I I PoURI I G� I I I POI.�R'l I I I I I Poo 5 ! 1Q I 190U 31 1 1 I I POVR 1 1 1 m' - " VV �� ��+ a � Z ., I I 1 I 1 . — �II o I 0 c I .o I I a I I a SII ° �I I of OI o� u 41 III ,oI i 06 I ___- - ------ 11 U `. 13 1 I N 2 � T 4 �') 4 � 4 t�4 �If N -' 4 r I 3 41 1 �3 I 3 4 - --- �4 _ 1» - _ - - - -- -_- i - - I. •� �` 1- 1 &" x 1 6 c-OL 1 a z - - _ � - a a tl�l I I I 4 I1YP I i I I I I N 1 1 I I I 1 ( _ I a -- -4 �l .4 —I' _ 11 14 — _ L} I� _ I LL '�- 4- 4 LL _J 3 , i 1T 7i �9, rY I I I --- I I I 1 I I I I I 14 A !)4r I bRIGK II II I I I � I t Revisions � WALL I — I I -� I I I coNT I I. I I I I . I I I W r-s`�� 1 I I I_►rel KIT _ 31 f pl I O p I 0 'TYP. I I J I G I l I I I 0 I Q) t� 0 1 p 0 1 0 ( I I p ( 001 1 a T AI a`` 4 i 0 I c, I c�I '' P T.-C J y S U1 - o f o I O I i I I I 4 l + I { I I I I I a I aII I I I L0 `° 1!�J I N I I { I I I 1 I I I .AI EL CNAt tfl_ 1 I I #40 o I 11 I II I ll I I I I, II II �� p e✓ f ( I ., { I I I . I I i *4 1 "OG I Q� BOTT I I al II ,��\ I I ! `�' I II x Il 1 � I ^ , I U I I I _ � �,/ I I I n I .• ��� ( I I 13yzlGlc WALL GRj.D I I II I I a I I I I r, I I T�N"�� U� b7 TYF' I Ivy' p �'�� ., _ I _ l ` I I _ - N P� I . G �-7 I g7 c II t37 N � 7 1 7 I i 13- 7 Pr % i �7 -- _ — _1IL — — — 1 l� , /, / „ ' // 0 9-0 1a•a 9-0 910 _ .- - - ----- I1 EQUAL. $ AI✓ES 1 8�0 o.G = (961-0 9 O 9-0 _t8-a 9-d 9 � i 5 c _. � Rtv P EFF_IS9t` ' IrEv RE•1 1 „ .l I VG(UL. 1 - I I �� 12�V. SrJ a, g.� _ I �7 I;hF=—� \S�/ ��V S`9 ! S9 y -� — N PEA DPAY 1 YP EA OAY �.i I COL al I /I n W 2 'v' I b'-o 1. a. �c �G7UA L PA G ES L 3 U C),i.. = 211: - c� .► r I I Ihllwn Sv Chocked Br \ ( l I .loD tyo. APR 0 MIDLEVEL Meet TIIIN - M11-D LFVe L 1`'' I �c',. FRAMIN(m pl.A�.; I el»rl No. I I-I p M T T h10. 980730 r Of t:..a„s+,. _ .-..y.• y"^.+riw^u ...-»-_,._... «. -.WAw... .yAr, ,www.. air tt r.'N!1�lIM�/xJ�,..�1 'A'^.yl�l � �>illEi4t1�:(AVa9, I 1111j11ilillllllllllllllt111111111111111111I1111111111111111llnllllll�IItIIIIII�111111111111tItfIIIIIIIIItIIIIII1111111111111111)tIIIIItItl�llllllllltllltltltllll`itI111I11►ItItIt1►I1111111ytt1 Aqv........ . •�n+�:. w 2 3 4 5 � 7 8 q 10 11 12 1 r NOTE: IF THIS MICROFILMED �""""' �._ _----.__.-_ ----._. __.._ - DRAWING IS LESS CLEAR THAN 1HIS NOTICE, IT IS DUE TO t THE QUALITY OF THE ORIGINAL DRAWING. CF_ 62 87 /_2 92 S2 02 E2 72 12 UJ 6t 91 !1 91 SI t•i r 1 71 II 01 d 9 L 9S £ Z I'ANSI INIIIIIIlIII1If11111nIlflflllllllfltllHllllllllllltlltlllllllllltiilfl1 flllllllllulllllllllllll1111lIIIIlliiilIIIIIIIrIIIIIIIIHlll111l111111111111111illlllllllh'llllllllllllllllllliilllllllllllpllllltilllllllllllllllllSIIIIIIllIl11111111Ulllilll111 iiullluh(nlunluHllllllnlllnuhllt � , • APRIL 11 1991 ' al rt�ytlONp('F�"�;:. H f (? 04 - 0 Q r I Iq ( N � � ( I I 1J co 04 �. a) i t W U) C) C4 ou IC� Z w _ >n NORTH W z 0 I ' m x I W H N J UJI M A > N a - 1 Z(v b-. 1 I p'-p" O U) O O � ► 42 '-D� Z U + _ _ -----_- __ _ v 7''GIP CONI'- 5L-At5 ' �� C1 Q N > 1 � 3 1 II I I II IST I I I ;-4 4,'-0' &I Z"GAG. 150TT. E — 0 I - I tA1Ac_E_ 6ETww COWL*1'414 ��, c V/ U • I ___ _ _—_ —_ 4� (dJl �I I IL 1 I `p I�11 I ED 1 ; �� OG WTT TYP AT ENp t✓A`1 ry � O pI I `�I L' WcT Y `'. Q '� ,O �Z' -O" TT I "pG � -O ---. - -� �.3 Z O D I T i N �' $L /_ 9 0 - • -- — olull, g1I 1a �/ 7 IO I 0 O INSIDt FAQ E pG WALL N I I� 6-14 I I 4, - "22 -4 - a-- _ _ -- h _ -- '� Q " - 8 Oti I 4=b' ' ITYP I ;� \� I a oa A S11 ti/ I —I — I �o �. i I I I I I I I III I _f _j S9 �I) TYP AGN tiv j' I t------ j II I I II 8-17 b-17A 4� '�L I I I I I I I I r-- I� -r _ f I I I I I I I - ., 1 � _ I I I � �I � � ,. � I I 3..p O T PLOT FACE. i I I I ! 0 I (1 I I A11I I I _! I�� 3 O �9 I ( 0 I I l (. 1 I ?YP I I ( I I I I T I RI m I co I �I x I I I I I Pout � III a� I I 1 o I o) ! Y P " I I � I �I _tJ m I - R tQ ltl V I f+I Q I I I I - Q I Q 4@I�oc I I I I I I I� I I `� cJI �< I NI N�+ w -T'1I I ' g11 ( x _. -1. _ h Cu( sfl I ( 'fl I � I cb .1 v r,,� +.. _�l_ ,'ll`�LA I-- ! � I �► - I I ti I �. i „ I I ( ► i I I I IIN I ► I I I � I „ lI �wC., 17 GIP I I I I I IOA I N Z I I 1 �) I I 7 CIP I SI.Ap��(P I I II ; LU Lu I S11 I LO N I 9A �(CO _ �bo v I L L I I I I ( 59 I WU I b I I I IOAN C. I U•N 0, I rr� S A g I I (J I g-5 I ..�L _�' -`�_ P,•s4 I U I ti o IOA I SL _J / TYP n9 4- PouV_ 2 I I Po I,R ?, i' I I I I I I / 4 I ( POUR you -7 �- �o u rz � ! o I 5 ! � PDl1 �3 PDU R I I jAB t,T �, I I I I I I I I I CU I Q I of I cv I I I v I (� I N I I I N I I ( I I Q Y N n I I N Q Z O t4 I I m I fA. I i I 1 0I1 1 J V. I I til I �I � 1 �I I � � � I wl ;► I II I I I �► � ( I i I I I LL � 0 1 3 I 3 3 I I I I I I 14 I I Q h I ( 4 I 4 I I 3 34 I ( 3 I I I 13 1 a I 3 I I I 4y2 2 3 I �, I��4 4 4 4 I �� ` 4 I q 1 11P5 Y-15 GUI_ C Q �. ! T _1 I ZS -- — I - --- -- I 2 TYP d.. g-s 13 -4 I I I I 131- 4 5.4 I I I ( r3-¢ a-4 e-4 fs-s 2 — — —I — _ — — — I _ �T �T IT� 11- g Ti j 'T 4�► I I I TYP S9 N/ I I Ido 00 � I I I I I I I III 11 ,101 N"1 I Fi.11�iw,� h ( (].� 1 I �I I �I 11 V VI I i .•/I �) I �� I �I I O 7 --t� t� I I I I '�I I •� --I I v N r, � ,� I p) Y`q F N b_ IIN rSOT rG � __ ) I I I I I ( I \ I I 1 I I I I'fUF T�(P� I I I I I I � I I I T ----- I I I I I _. n -►�a �� ,,,,,r:�r I i ► 9 O I �. I 0 I I 0 C�a'TYP I ti � � I. �� 'O �itlG.� `rVAI..L. �y I I Dor Ar✓� f�-15G P> 7 e-'7 ( I -� I -- - -- - - _ - - --� — --- ' 15G — I I I _ _ III I' I' I� 1 N 7 I �5 `�'' 2°1 g I f 7 7- N/�y- r_ - .��- - - . . ZZ-1 -rT-_.LS?--+l-•-r- ---•----+ ---------. _._.�.f ._ :i` -T �c L. — ry '7 9'0" 9�OM I I EQUA 0' = I-O 91-o y'.0" I 9, 9, �Ib! 61, 1 _ L SPAC,Es I -OrIO,G, 1 I -O r' •0 I - I REV geJ �9 lecV C c�tT — P EFF= 159 �'EV g7 P AFF -15gK� 4� 9 R�v g =� I1 -II TYr EA w y YF E/k 5A'e _ 8,1 I V�OI' I 27 I C) !lop )a-c" , t �, + rr , lI I 1/ E Q0AL_ SPACES @ 3/o-b �,G 2 I(�.- O 300 -O 2-1 -U �, 15 -o ger -J-7,t'-o I/ I „ I Pr.wn By CMaA*d By OE� F ,�� �H� J I� L M, N �� �) L Job PZ D.I. in p 5 I" UPPER LEVEL BM•+ Title -- 1-oll - -- 1',NFER LErVP-L 1 1<Ati1I Nr DI�A� s PERMIT NO. BBC)77'8 7 Or.' 15 IAR'. wi „.utia akidl +• irl "' 'i- I 1 Ili III 111 II III III III III Ill III III III III III III III Itl III III 111 11� 111 Ilf III II1 SII 111 III III III III III III III �[I 1I� IIS III III llll�ll III �III�II III III III • I � I I I I I I I � I I I A II I I I I I I ,�-,_--•-.__._..... _ I sn ro NOTE: IF THIS MICROFILMED I 2 4 6— --T---T_--� - 9 -----IU - J�I — 12 i DRAWING IS LASS CLEAR THAN —' I THIS NOTICF, IT IS DUE TO THE QUAIITY OF THE ORIGINAL DRAWING. — — ---- — y of 62 92 LZ 92 S, b2 E2 22 12 OZ 61 91 LI 91 51 bl F. 7,1 II 01 d • 1 9pit r11hn11nnIn111NNI:nIlunlnnlnnl,nlhlulnnhulllluhruhlllhulluuluullullunluUllHIIuUINulnnlnnluHllullnnlUllllU+l+ullhllll111IIIIIIII11II11111111Illlllll.llullllul�l�►�1u11hu1hulluldunlnullw�Wrnulu�Ibtuhull�uluulu�lllltlbin k APRIL, 1991 COLUMN AND ' FOOTING SCHEDULE ONWIN MARKA OF- �� G GONG C.OL - 12 C kf� �F�P LOC - - _ - SC 'Z /S4 / SEE sc-HEouLE ATI SECOND ON Folz F3ASE I:e- PSTA1 L GONL GAP -� / �2 " a i -�- LEVEL DATA � ASPHAl.7 NGON� DIM OF P�PSE � I ULTIMATE DEAD - _ - - 331 K - k K = =-- _._- - __ - - PAVEMENT I M1P-►ks>� f 144Ib xZ-�: 220 S2 104K IO41c - f - -rO FbE O(ZIENTEU o LOADS 443k 3vvK -- - - - ---- - i� :f - -- 20.20LCX I4«20,% 2'-4' 7OK IqO� 4 k k IK SAME bIKEc.TI �N I W cD ! �)Kb T - $IM DE TA I L5 - _s _ I U 70 1� 232 KI9 - '•<��// _ _- ; — AS GOPdFmLS ON. COLS _. GOL VERT RE-4 N F I W aD � C Lurll� �� -- - - �4 _ S4 c,0�z666oi. 54 S4 - �'� �� 5� 4 SSE G[�L SGNE.p � �- Q, p� I ISx l £�.�Q ISxla say "u „ -► TYP , 11J � Z co i I2 12 SGl I2 x 12 SQ I2"x I Z u� ',� �+ 4 ��„m x I, �„ W U) 0 cv q �” x I F �Q 8'' x 18" S4 AND DETAILS NOTE. ; � ) � Z - ►- �, VERTICAL _ � e - -_-_- `< �_,,-- __ _—_ _ A'�fv TH(zD oo >: 8 - NUN -SHRINK W n REINFORCING � �- �L' �' -�� � - � ` '� 8 (-P-OUT MIST � - I->cv�.L►N� NuTs � Z � SFS r-00TIN(s Sc-�.1F1.1✓UI.E. FOR SIZE a I I Z W _ FIRST LATERAL _ - -- PUkCZD UNDE;g _� 3 cl-vSED TICS #3GLD5ED ?IES 3GLU56p ?►65 *3ao;EpTIFi, 3GLo56D TIES CLOSED T►ES *.�, CLO:ED TIES a TNIGKNESS t. P�vT gF,INF, '1 �� 1 NON-5HK.INIC W h I LEVEL LOL Y_ 4 4 o K 5� Ic 10 9 I S�. K rc E��T►O N O F - �" - ••----� I 0 W NCj L PADS -________ I p4 3 54- K : 3 8 8 6 (0oo -15 k 145 k ZI D K 14o K 4(05 Ic M*.MS ANP - Z -- ----- -- 5 S S I IS aIKDER.S , _ _ J g W CORi3�.---_ _ F- ac D_E TAI L� S s - sa > v� COLUMN SIZE 'x I e sa - _ �----- U o AND DETAILS _ _ 18 18 x ! P, sa le 18 sc� I� ale SQ I15M x I8" �Q Ib' XISM sQ (4) 1 A3o-7 U Z o --r-- - �NGI•IUK f30LTS � ' U o a N _ REINFORCING - Iv 6­0TICAL10 g - �'�, g - >�6 g - meg 6, - b _ rtg I SECTION 2 SECTION . > LOWER LATERAL 3 CLOSED TIES *5 Gl,OSED TIE5 3 G LOSED TIES 3 GLvSEU 71>✓S #3 GL " ` 1 '- �„ S4 1 = I'-O" LEVEL_ _ �L� SrtTs (2� SrrTs USED TIES 3 GLOe�p TIES u�s� TIE LOADS TO - 474 K 314. k 4-7 e4 13116 K � 0 A K — -- -- 84 2S4K �, 1 FI:��� x7X I -Z W�(2) MIN IZ M,�( FOUNDATION - TOTAL ULTIMATE 886 '` �G8 K — s� K �4 �`� —._-__ I �I " 94 32o K - 34 MINI I MAX / %v4 x S " NS C°? b a„UG CI�4” 1 L.. LOADS 82 ISO 232 k Isok 4c s K - / _ TO L M N I _ 3 5 4 �' O CO N N EC:T I O N 41 � -- _ ` , 4. NF-OPIZENI E ae& PAD Po F ' • FOOTINct �' F(� (76TAI 5 Jc U) I(oUxl (0=t� K3Z I3pxllj' Ux 'Lfy $' (or '> h x 'Z8� �'Kg:�"x 28 „� „ �, 63 x ��(p� x20� II'(o" II l.,,x 24,, r~ I FOOTINGS SIZE �- 8•(o b-�� 2 x F'2�.STRES,ED �. DIMS NiN � ^^'' ,,^^ rGoNG 6ALL6 OUT L. W V/ �- f30TTC)M �EINFOf�Cltil<a I M9 f3^es E.w. 13- P, Io FSAKS L,W• -#� Anes W. 9�� PEARS E w 9 - 0 +;'SACS F,,W. ID-0 '7 gnus s.W, I /�k"C�I I►.IU to STUD Coll ! -- 1- z (z) x s" 8"O.G. ll - 112 GL =0 � \ 1 8 " �' ',� ay, b SQ 'x ,• (2)LUkF3>;LS\-''� -' J x _� r I IB I Scar 18xlti '�Q IES" Ib Sc� �O `_ _ _ �•---�NT� 1 - # 3 GIUS�D - 3 LI,vS� G 135D a .�• TIES — - --1- �N ISS �i_ r e� O -- —?KIVLG � - T(�IPL� TIF_.`-..---•---- __ ____ .-__-. DOUBLE TIE5 , '(16`1 '� ' DOIJBL_E TIES- ` _ � �r �- — - o o a 3 tYfx =p0ur3l,& 6 ------~ 1 1 - - pc'Uf3LE TIES12 1165, SAMF, SErs GOwmkl S S E G!, ,r SECTION I'?" � � (< - � � _ _� LEGT _EFr � , I p � - - J 4 ,• —___ --- r4- SECTION — o DOUbL6 TICS — ---- I `�- v Q AOU�I.E TIE irm J ! ��„MIN 1' MA ES x 18 �oL w� 8AIz5 (�v}r� _- z O><' 20'x�O”GOL 5 FEARS I -_ - lt.. TYP �iN +n ~ In o Is vvv;�LE '(IE 5 _ DOUE)L E TI tr_ X 5' IV S. 3 �, --. --_- g• D,U. HOLO P TU I►J 51 r7 E r-- Or- OF SPAKI DREIr C)EAM w — ex4 Z -- -- ,� :p v - I — - - • NSOrRE.NIt E�R� PAD ten. /wA J �_ 1`box 1 S'( OL W/(o eAKS A x S"N.S. a� (m"O.G, 4 -# 3 CLOSSP -- .ries #S F3A�s - '---- 't) - 1D2Al1�1 PIPS -- -_-`__ • - F J I ON I fY_P � u DR S AT .i'SLE � •' . . SECTION • � ( • 12 - � - 1� GEN IZ�Ji51UN� • -__ - - --- - --- .I e • -IT r FcE -- --- — v —__. - FOR �AM2 WLL o� o� A_0iNJC, ?� s�"CAO N� �- 9Gor�T ,_�� s7��5@24" NL_..I r_��° -- -- ; -- E.4K, SIO } .� WALL. SECTION SECTION ASPHALT ' + 212_+ 8"WALL-"rJ 'r - - I _ I - • j - u+NT - O V yl"•- - J U _U -- _ -- - -' T• K E I'�T Z. 4w� PSI __ 0 I d _#_ - -+__T I � v CON( i� I X \1J I T�-I 5 ----�- 4 4 �o 4> b-_ 9 Q I Z 130 ( .� I- -9i l r ,T I KA (--,?.OUT AID / % IN awn By cn.ckw By O �2 UC. S N?S I I NTS - � � �;� _�._ .__—.�_ _ � i SF�T a,/S� LL L f - � O , #4 1'L" o h r ' .' Ljot) No C X e 3 #4 @ I Z�O,L x is tJ " 1 O,. ► - --- !� t - __ ' * - #`?�. "O,L x �o v'� _ _- (OL/�STIL 5111 MS , -- — _. �I — I I 'a N 9h�•! NN 5 G�N - J UNOER EN D5 OF I �, I �� SQ IZ ,.� COLUMN AND 00rING DE AT II„5 (SD 0,4Q0 , app �p 05CD ('o�� 4- 9 TOP» 6OT SECTION GnNT '' lfPE G :SECTION FLAN _. - -_ -�PLjCe0gnT SARs ® _ � � DE AIL F'FRM7T rJCI. s;Flil7 8 .L 4. F,,ETWN COL-50- TO s4 '4 = I -- -- / -� DETAIL S4 1 nom ) J GOL �4 • °- . .,.. I 1 i I I I I I I I I I I I I -I I I 1 .. •_�1. -� .- I I �' ______-- �.. . ..,� ___ _.___._. ._.. _..._.-....,......... , _ r;n . Illlli 111111111111111 ill 111111 111 111 IIIIlII 1111111 (f111I! tr 1111 111�IIt 111 111 11 IIII 1111111 1111111 1111111 1111111 1111111 1111111 !111+11 1111111 IIIIlII 111'111 1111111 111 M1 NDTF: 1 F TH IS M ICROi I LMEU - 1 2 3 4 5 6 7 e 9 i'o 1! 12 ' DRAWING IS LESS CLEAR THAN --- — --------.--.___-__._--._. THIS NOTICE, 11 15 DUE TO THE QUALITY OF Tit ORIGINAI DRAWiNr, AE 62 RZ 1? 97 f,2 b7 co 77 12 02 61 HI LI 91 SI fol _-PI_ Lo1— II 01 6f 9 L 9 S� b E dllllillllllllulllHlllnuluullullullllllllgl1111N111ulHolulllllulm11Wu1•luluidilllluu�InllnulN+l(nu)uN�llllhl�l)In.llullullllu+lrluin1111It�luU�1u111n1�Ju1hu111nd1u1111111Ulllnllllullllnllnllllnl)lu1NH11iu�iif�JluUllllJJhlllr�llu►lllllhll! APRILI 11 1991 AC- �T Nrx�K 110"o� HOOK �#,i.N►',tl�>�_ COLUMN ANCA FOOTING SCHEDULE MARK op 4' - GiAf SECOND LEVEL DATA - �� FOe P hcTA.Il�_ rt en a -- " k -- - — - 77XULTIMATE DEAD 5719r 314K 0 1 U r �cC _ (Oa 04) W N LOADS --� � Co ce (O -- - - - -- CrE TAI L5 -�5 _Iw1 s5 --- �-5 g� s5 sl►.w�°_-5 �« �4J s4 \s5 _... - so" X 20" _ -.- •'' _-- _ — -- _--- -- _ — -- - t�IEOPR�.tvtF'->RLj P/+,G 6M DEPTH 4S' grilM W cn 0 N COLUMN SIZE - 20/1)(20SQ 20x Z.0",SQ 20"A 20��SQ 18" x 18" SQ 18" x18)" GQ 18" x 18" SQ 20" x GO" Sq +r _1 (c�c•Tt�,, -n-rl� �10� OF co w I AND DETAILS _ _ -- COL. LA' TO N r*TG i-i L �+� VERTICAL --- 8 - *9 - 8 8 - � 9 � - � � - It � - 09 5 � - ^ z W z N REINFORCING _ _ _ — w 1,_°r _ (AI FIRST r. LATERAL x,!� CLOSED TIES (I) 1113 GL.OSftC' Tit GI..OEM TIERS #r 3 GLOSL`D TI *.3 GLOS�D TIES #3 �=LO�EG 'rIE;: tt3 GL.OSCD TIES �f—" U) �t LEVEL -_�jNE0RCING �`% scT� �l) 1 oF>�� TIM �2) SET= O Q 3 c`o'o ULTIMATE DEAD 71101` 562K _ ? 35 K IIOK 294 244 3Co�K I SECTION f— m oc LOADS —T(�T 1195 K Io3oK l3S8� 300K [�+ 3fv SogK 75�� 3 _ -� W �h Co R BEL -- 4 '4 4 1 QJ4 5 4 I 7 > DETAILS s4 S �:+ I s�+ S4 �� D z O 1 COLUMN SIZE - If �� — �� �� 'r Gori. SL.A� v U � 20 X 2 D 5Q Z O x 2 O SQ ZO K :0 '-.a 18 K 18 SQ 18" A 18" t5Q t8" x f 8" `: 20' x 20' SQ 18" x 1 " SQ O W AND DETAILS — - U o a VERTICAL a - 9 - _ 8 g - * 1 I - # 0 w7 I " REINFORCING LOWER LATERAL 1k ? GLpSE TIFF (1) :wCLOSED Tier cLo TIES IIV n CLOSED Tlt.s WS G LOSt:D TICS 1f `J GLO5E.D TIF !t CLOSED TIE'S LEVEL REINFORCING SET-f- (I) -#�F !aF'E1J TIE (2) EFTS (2) SETS — --- --- GO►.IC �r=A+.•/1 LOADS TO DEAD 4 ,z Z_ 531 I� 80r 217 7, 181K 2ro3K TOTAL -7 C)o 8 – --- K 898K 192 ` 41�i 3_541'5 - -_ 413 Ca FOUNDATION --- --- -- -- _ — __ -- --- --- ■ TOTAL ULTIMATE I zoo 3 k .500"` (:; 40`' 510K 7(oO 11-` Fofe DItTAIL ._ LOADS I 5EE I COLUMN t3ASE ., 2 2 2 � e ,A - (- SQ I N N EGT I ON s4 54 S4 s4 �4 � r✓C, O"xl$JOx3/0 11 U'x17=0�x 33n j9,OIK 19Ioily.40' �EE 7 13'-O°x13-O"x Ze' 7'-O" K I9,-O"x2(o" 14'-U"xl4'-p"xgip" I��_8�� x-�+_O" x IZ'' _ -- I L �) C SIZE I8- s� -- a �VQ FOOTINGS _ _ g� T e-14 i�UTTOIvI #r?• .- 7 � �=. St`j�� S 'O,G - i� c. � bt e. (a x4" . 14" IJEOPfZt►.1 E - I _ 14 4 I'.AKS E vi, 18- 9 I� KS &W 21 _*9 tAI±S Eft/ SEE 19 - 5 f5AQ,.., I-V. IN Lo1-IU DIR. +�@ 13- ESARS It V1 e) 7C l2"04 1_01.141 �2G PAD E1NFD�CIPI�a `'4 1210G IN SMOkT b1pe - Yom'#7lSX NOTES �` LON ml D SLE �o1z�cL / — NOTE:TOPS OFC, 5 TYF J' / -1 -� D�R�C►.JT tLtV WOTE'TO"� C)F I TC� `I I TIzIPL.E TIE=S 2 SECTION I � �- TkIFLE Tlt. � - r►�•I�1_e_- r,t_•�. ')__!;ocut5w_t -n 40 11, �i I Y'�L_E- T I I -- DOUff_:sLE T1Et, I I � I 20"x 20� GOL W/lo BARS � f ` II - f- V I i4., c,IAF 1' MAX � r l a DL-TAI L- I=OU6LE TICS 1= IT S4 - I fJ �U13LE -rIE`__ i — _ _ F� x w/ lZ) �" sox 3" tJEI_`,0I, : I' x 4" x 14" — STUD @ q" C�-G ,tl j I I I aPPAD Inz TEII Lr= TIF---. : M%PLE TIT., 1111:4 c ►�It;LSor.1 O _� -T�1FLE TICS -- 1 STu[7 - --- -- -- lila\M FNU CUNUl'1'lUNS _ -- F'OfZ DETAIL'S 4. ^ CALLOUTt� IIJ COMMON) SI_L �N /J D< Q A A /� ,� o 9�SS9TABLE DESIGNATES BEAMS WHICH HAVE CONNECTIONS DIFFERENT THAN N0TE TIE �,�F FOP ►_I)M1�1� SECTION ri J I K) 4, 1P �E�M�1Al�K � SOUTH EN NORTH END S7 4 d-9 10A/S9 11/S9 8-9A 2/S5 11/S9 d-98 10A/S9 10/S9 8-9C 1OA/S9 10/S9 8-9D 2/S5 2/S5 74 _— --_- d-9E 10/S9 11/S9 IL ST112iZ1_1_F'S C 8°OG :5TIf2�UPS�' IG'OG 12 'uP`� C D"OG I j d-9F 2/S5 11/89 �. pwl•lon• - ------ _ B-10 1OA/S9 11/S9 r e .�71f2�UP� 12"CSG* STIR_eLJF a, �� I(a"GG 'STI��UP`� fa 12"J! X _ ` d-11 9A/S9 11/S9 c7 d-12 3/S5 4/S4 Cts" t�k I�HS AE'�C7Vt=_ /� d-12A 9A/S9 9/59 Foe DETAIL-S t C-HU-OUT ' F� TAILS � G.ALLOUT� 8-12B 9A/S9 4/S4 IIa! GUh':.�I,Iv SL�f� Iso, 1►J GOMM4t�1 gEE `�lca S f0 5L 2 - erg e.�rIT - 5 =G>►v T �� � • — U\ iw1,1ti C _ • CT�AGE :00 C:T2ADE Ci0 A ELEV ELEV_ - -- '� ►�� �,� �,rzAcl 4� , � _ �� - ly" tTRArvC'S Q g r I I _ �5 { ._: - • e. • • • 1O TOTAL �" GLS • �� • • • • Nl ,, 2.. Q, �T�yND'=- � T"�, STfLA1�1D�..� y I D I)1 14 TOTAL S TOTAL -_ 4 I U Drawn SY Check"BY qJ 7 'r (co gT112QUF=�@ �"OL ----gTlt�1?LIPS @ 12"c7G Iv STI��UP� P>"OGS I . . foe No 0 erM•I TIH• 5 SECTION 14 14" ? shoot P40 - - --------- 0 1996 5' -O'' - - !r`_Q.. 1 MARK � ���XUN S,�CTIUN i'�ACK (fC�S1 i ' I Ion, B-23 A-S5 5-S5 284 � SECTION 7` SECTION MAX• EA M JD B-23A A-S5 5-S5 289 7YP) B-23D A-.55 5-55 289 --�'--- Mo'I'1 P.aE.o.►.�y NIUsT �c r�1:K,Ec� P- ELEV B-24 H-S5 7 -S5 289 C� TIRA►rl!SPbP_Tf"D ►'J/EI.ID`_ _- ._ ___Y.-.--_ B-25 C-S5 7-S5 23311 PERMIT N0. 88:+7"'8t '.SUPF0lQ-TCD (MAX 1'-0" FRO" eA tWD)• It1 T �• cy .... 9 OF 15 1 w — '+c.ohe.c.YyaP�•o...... .,......._ _. .-.. _.+ _ • ,ryyy,yT m, 1 I 1 I 1 1 1 1 1 1 1 .__, ' i !IIIIIII ►111111 IIIIIII 1111111 IIrIIII IIrIIII IIIIIII 1111111 i{IIri1 IIIIIII IIIIIII 111111 lllllll 111111► IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII11111 IIIIIIIIIII I I•I I 1 I I I �"" o I I � I � I I I � 1 i I ,I r � - 4 5 6 7 6 9 10 11 12 NOTE: IF THIS MICROFILMED --._�_ _ - ,W� _ _----' ._...r._—__-- Ll DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DILE W THF QUALITY OF Tit ORIGINAL DRAWING. QE 62 8L LZ 9Z SZ bZ EZ' ZZ IZ OZ 61 91 LI 91 51 t, c I 7.1 I I 01 6 9 1 93OX HIIIIIIIIIIIIIi111111111111I11IIIIHIIIIIrI„„1,llllllllhull.IIIIIHIItllllhIIHIIIIIIIIIII111111111IIINNIuniH'IIIIIIIUIIllli11111111111111111111I•IIUIIIIIIIIIIIIIIIIIIIIIIIH11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIhIIIII�IIlI1HIIIIIhIIIIII11G11Illlllll)IIIIIIi1111iIII111H!IIIIUIIIII - _ . 199111APRIL 7 '4' Il) 12� ►.1T�IJTiCJ1.1A1.LY 2.OUGIHEI�1 �J'iU �UF_'FryGE TO DULL AMPLITUDE �p 1761D 10 STIKKUPS(IDIZ�'.O,G, e 5511KZUPS a l rm"V,G. '311Ri�UPb �ZO'�C•G. gsT112KU1'S�D Ilo�O�' 14 S11KK.uPS� IZ IO�G, �r q" (T (P� - P F' SL A 13 (TY I � � GSR _-7 "1 q. c wiz. \, , / I L. i _ CvNT - � Nu7 ---- -- -r v JT --- _. _ cl . co •�' rr ` t w IS- rA ELEVATION ,�:�„ - ►'2,� I ' f t I 12ULY p I �Typ LLl � p cv :N It, ' . ° N St,� cL1ZV FO LLI~ U o z In 13,'" 10`�T"-UPS@12"O,L. 8 STII-KUPs 4(o`'O,(" STIKKUPS@2p''0, E5 ,511 .UPsQ I(o"O•G• IOcarri( ups SIZ"USC _`� ; ; -N N. . ; . . Z c _ PANDS * 8 COWT N --- --.—. - - - - -- -- _ ID r _ #l} S"fIRRUPS - STIrr.KU S M '"4 5� IrzRuPs �_ � � ;. I I vRADE 40 0� �`-2" �eAnrm 40 J w c� � _N uT F D Kj I- .�•�--J�,��r-/•- C�K A D E 4 O r,L l _ 14 SPAC I N,C1 l�T W KJ U) O STP•-AIDS (T YP� ` j 0 0 E TI ON 2 SECTION �� SECTION I u O Z c0 U > 10=0 � 1U- O � �L-74 L ,'7 41Z P TWN GUL 2� TY F' I'U MAIC EA t✓ND(? P) Seo - 31 Z,. FSET`N N GWALL- OL.�� '? (�,l2)I1 �� FDiz UCTAu_•:� � .--•.. �4"GL2 71. 71, 511 GLR. L" E>"-A1J1 MUST ISE PILKED ELEVATION 4 _ ,�'� —_- I - U TRANSPORZ'6� Yy/ ANDS DA`�Ht=1J LINI=S 1I-JMIGATI� -Al- - �'- �F{•-- GALLaU `3 IN GOMti�nN �I F3EP.M S� NTS f20w OF TENIu01­1•. ro ESE SEE o - E�E(OIJa (TY�)� SUI�PoIzTE[] � ti�,ax I -p E . 0 F12oM EA Et.l [�) C-112EASE0, AND V4RA\FPt:0 (TYP) a` cu c --- 35,=o12,r' t3�1WN Go L5©TOOpt �®To© — I -- - �- --� Nr STIRgu_S 4"O, • I ` S� GIPGUNC SL /iii � ` IC OP'SGe 44_lO1 �'�. _mac. 3 - ----- i CONT I I I --- - ---- ---- — -- _ --• 3-*8 CAh1T TOP ( I I _1 _ GLR ' �EYDI.IG �TYf • •I•ia I N - I c�RADE �}p a I - I �I 1 N I I 131„ I % -- • • •• i Ilo _ 2'� STKKANG� 1� I r t- ` • • • • • I SEE FL,E�i I I dl itO - `TPAWDS _tt1 - •• •• FUIZ SPAC.Il.►(� , L I f 1 _ — - -_ — 1 f sT V.A N p 5 cU - --___-- ---- _-_____---._ _..__. _..._ � 211 � _ _ L_._ ------ - ------ __._ —. n • . � �.- �OL I_J M Irl H�•YO L1 L. \ _ e o o 1 1 I_ \ W4- ST 12 E-IJ P- % 1 „ I C4 eAPEt 40 L- 2_ 4, ELEVATION SECTION SECTION 5 SECTION NTS "7 .. 2c)''81r2 ( IZ STIf`PUP`5@t�°QG. STI��'UF3�' I`�QG. _j 1v STILiziIPS(;. 8"OG \� V / - (o"�RI614 Above: 5�E FOR OMTAILS y. 310 F 1.EVATION SECTIO "JACK 1ICIPSI :.ALLOUT5 11 1 Gt3MMON1 Q _ --- — B-1 A-S6 1-S6 5?.0 FOfZ UCTAIL� B-3.A A-S6 1-SG 520 GALL.OUTS INI B-1B A-S6 1-S6 520 �Z� #5 GOVT I COMMON SEE I H-2 B-S6 2-S6 405 ffO * B-2A B-S6 2-S6 40t> H-2B B-S6 2-S6 405B-2C B-S6 2-56 4f,�J1 B-3 B-S6 2-S6 405 I JCIi B-4 C-S6 3-S6, 4-S6 58a� d T B-5 D-$6 6-S6 250 C Or� _ -- ___ - -- ---__ __-_ _ .r-tx :` B-5A D-S6 6-S6 225 Q B-6 E-S6 5-56 463 _ B-6A E-S6 5-S6 4(3 -- st¢ 4e Coo S'IlP2UPS B-6B E-S6 5-S6 463 e)EE. F"L_I=V FOR SP�GILICa PIcS�� S'rv.t1 '� - B-7 F-S6 7-S6 347 51. GIf' Gc7N1c� ,I /�Y` •� 4--5tr B-8 G-S6 8-S6 289 i • SI 3 v Z,.GL2 I` � 4 5 ELEVATION - 12 TOTAL- cv - 04-kADE 4-0 cu N T ri \ NI 0 ap p, 2.. a SEE IN 1/ FOR. iUSTIIZIZUPS 14 'STIKRUPS�•� 10'x011%• �'(i12KUP= C� 'Z✓"0,� — 1.4S1IRKUPS � IDO,G, — 10Sn1MjP5 SPACING. -4- it - pit Awlla►, _ � I� C••E1�; KFNISIDN SECTION SECTION - - s _ I = I n Cn �• P,a -co l 2 i --- -- --- 15- CoA > ELEVATION .- 33 0�1 p�ET1�N COLS -t0 ��ro 9 to `)TIP-RUM I&le"c_- STIMUPt) @ 1G"Oc- 10 �Z TIRRUPS VIB110C.. 4 Drawn Illy hM By r O'Q" ETN/1.1 COLS `/TO p K TO I� f _ OG / 14 STIiZRL►F'9 6, oir- ST12PUPS (Y 14°---- 14 t>TIRIeUPJ C 6"OG — - Job Mo D•1• $host Title t` Ip ^," STRAWDs 4 - bT2AQi;)5 APR 04 1988 __ --_ - -- ELEV. U F'EF:I"I I 1 S cp R.I 1 ; pr 1r OF l5 _ y'n•5+,1:.bgKitunycYN�lMdi�W+t�l' . ,: „... _—,. +^-- 1 I I t 1 1 I I 1 1 I 1 I 1 �....�....�,_.��.. ?1 I I I I I I I I I 1 1 1 II111'I'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��IIIIIII�IIIIIIIIIIIIII IIIIIIIIIIIIIIII�IIIIIIII11111II�IIIIIIIIIIIIIIII11111111'III'III111111`I11111I`I+11111111111111 pose ........-,,.....u..,,, . I 7 8 9 IIG 11 12 i NDIE: IF THIS MICROFILMED �' ---- --_ --- -- — -- _.___. _ -- --- --- — .— ► 2 3 4 1. DRAWING 1S LESS CLEAR THAN { ' H THIS NOTICE. 17 IS DUE TO ss THF QUALITY OF TIf ORIGINAL DRAWING. Or: BZ Al- L2 97 S bZ E2 c'7 12 0? 61 61 11 91 SI Ill EI 71 11 01 G1 B 1 9 ,n1llDllunln"II"II nnhn1lnulnulunlllllln11111ulnulNnllmhnllullllnllllllllllllUIII1111II111111uI1111111111111111111I1111I1lIII11111NIII1111111lIIIIIIIIl1111111IIIIIIIIIIIIfIlllllllllllllllllUll�lllllnnlltlllllIII!IIIIII11Ullllnlll1111IlIIIW11IUIlIIIIIIIII1111UI1i11 a w APRT 11 4991 k I�r91 INTs NT10UnLt.Y 120uUHEN CC- I JAM IU STIKKUPS I G. t3Yf I KRV n S " .(�, 1I SLJRFAGE TO FULL AMPLITUDE @ 2 0, PS (!g I(i O,G. Tlk•�-U PS � 20 D G. _ 85T'If�RUPS �, ((� 0 10 STI�.RUPS®, 12 O,G, , „ � '� ' •� r 7 -7 H OF 4 LT Y P M - - --- — _ _— -- - - - 7 - 7 1 1 ` OFA-r.uON - �3T D 9 D° AG 1 I 't"it 15 GD NT ' ' O o r/ —�— ------- --- — — _. „ — - I 1Z Gl-►: � 12 GLk TUF $ BUT r 1 L L Uc TOP B T �TOP - c� c�n tD TYP. tU I T�� V a t 1Z'-O IV-p„ �� *4 STIfZIzUPS 'Q ,�4ST1izPR0PIs N _ [L ~ rn _.--- 4 -�71�rc U r'S rn - - ELEVATION - - -- - o. �V_A0G 4n (�RADE4� 0. taK.Al7r 4o w o co �-- N Z F: ~ M r '�rtrt w O lam' Z In N — . • • • •• • • . . . . i L ua • — ac � • . • • - - • • a F- to 1 W � • . • • . ! • • • , I �, M�. --- 12 -2 STRANDS N d m 3 cD �c cc _j UJ rn r, „ u �� a > ID 9?IIZRUpS(j�12 OG 13 SrlfziZUPaI� Ili OrL� ST11LKL)l 5 �A 20 UL a STIRRUPS aD I6 O.G. I0 STIKI�UPsejz OC. � -� 2 7 U UW SECTION 2_ SECTION SECTION ° o z 5 04 GIZL . mmzn FIELD &E:"LD STLO 90� FOP- D15 s tr I ,� -----IT�:� -----'--------^- -____-.� =-----'- _ ---- ------ _ -- 7 �n /" a) 0ELEVATION - -_ - _ _ I �_ E 0 �_____ _ _ __ __ _ ___ _ _ L C 1 1 '6, TOP F '7T -- 2 - 7 ��o►,iT i '� z - #5 IZ LO GIZ1�„ N a QA�E 4v J G2ADE 40 �'' I w 4 4T112eLiP1 sr- 4 - Co 8 STIR RU S (& I(d'UG �TIRKUNS 20" D,G, L " N _ _ _ _ @� - 8 `3fIrCRUPS(� Ito O.G, �►a H • • e ' 04 I 14' 2Av 14 _ 2.11 q. � 7 �-- _ 4 SECTION 5 SECTION SECTION � LIS ELEVATION W w a Q d 0 Qj =,(,IZR.U{�S ® I (i'O,G STIf�iL'UPS im ALO"OG SyflfLftUPS C�'• Ila' O.G � r� 3 �T12�LJ1 C b"OG 5TIIZIp-UPS Q "0" OG rr a ELEVATION 4 - ' 7 SAE: •vl•lon• 4,, �FN iZEVl51�N5 F ELEV. " t) r ' STI��I.)F_ G 12"o/ 4 STI�1eUF IL'0,1G STIIzRIJP� 6•-' tv` OG 4 371�UPS C'J I aG 4 ST1�'FztJt��� Ir OG ST12�1_IP.,, _ I� O,G 4 sr P. ELEVATION SECTIQ - - -- - - -- - - B-9 A S7 1-S7 480 —_- --- B-9A A-S7 1-S7 480 B-9B A-S7 1-S7 480 B-9C A-S7 1-S7 480 --__ B••91D A-S7 1-S7 480 a•.n sv Ch•cM•J sy B-QE A-S7 ?-S7 480 B-9F A-S7 1-S7 480 {. B-10 B-S7 2-S7 411 Job No D•1• B-11 D-S7 4-S7 50 B-12A D-S7 3-S? 250 \ eM•I TItN B-12B 0 —_— 4 Co 1 7 8AK`� B-13E-S7 5-S7 - B-14 F-S7 6-S7 B-15 G-S7 6-S7 - 8h•.1 No. ELEV. /,- ELEV. APR 04 1988 t_1 T t a T �; 7 PERMIT NO. 08�X77,6 1.1. -IF 1 of w,w........... ... --r,.....-..,...,....i.�ii - _. _.M�.. _ .rrrr.....:,,,,.,,,_ —__ r ., ,... .•ss.. ..w�.. , _ '» !t0itlh'�Jo _ r3pNh4uu�4!° j' �X011010 11111►I1111i11I111111111111111I1111tI1111IIIIIIIIIIIIIIII>illllltllllf111111111�11111111tllltlfltl11111{111111 11111 Jill ,n f 7 2 13 4 5 6 7 118 9 10 11 12 r NOTE: IF THIS MICROFILMED """- 1 --� - _ -_ .--- -_ ___ ------ ----•-.� DRAWING IS LESS CLEAR THAN THIS NOTICE, It IS DUE TO THF QUALITY OF THE ORIGINAL -_ 3rOX DRAWING, 6c 62 02 12 92 S2 tat C2 22 12 0z Al Al LI 91 SI to CI 21 11 CI 6 9 t 11 tS Y E1 2t -I1`""" • ,►tt{nnhu,{uul!I.1{Huhn,lnuhnt{unhut�ttNluu{luduulludlur{uuhN,{unllnli11�1IIIlll1111,u{nNIHH�111111111�•IIIIIIII nlJtln�lullNuluu{Ilu�ltlJ]IIII�IIII{IIII�IIII�IJu11Jl11ull{nnhn!�tu!IlIII�IIllllltl�rdll{IJulllllltu!{Uul►IIIIUIN1WI;n; . ` APRIL 11 1991 N 35' - Op'_" f�ETW COLS To TO FIELD 13Et4P AGI <p" �C�IG�, _ �TI��uPb 2ul�s 2 . N cc_ I K �L 50 ` 00KN T I` STD T:� I► I /u G I�"OG STIP @ 1lp O.G 9 S �fZL�F'8�1(-' O L 8TD �O� HOG'K . TYP i F�f:'_ DETAILS �i , \ oD - - -- `� FOfz �ETAIL_S t1,N! C:AL t_OIJTS ItJ cAl l_OU r 1 �(o" GOMMOI1 SCS I (e:000gNt=h1 SUI_FA,r1^ GOM1.ilON SCf� 2- -*a r 2U'-O• LAP f20lJGtiE►.! SUG:FAGt - I ' TO APPi20X. J ���; - TO APFR.OX. '4." 10 cAFOOn�� /� 41 2 5 LOt.IG� 2 - 11g \ _ 4 - ) GOVT AMPLITUDE \ F�'6_ %.u _ I PLITUD� fr , of � AM F _ —1 _ _ --- ---- ■ ` + `,"GIP GOfJG SLAE r' NDS •5 OQd SFE >*j �lP q8 SEC _--- � GON 1- O 0 r -- - -- .._ 41 4 5T 11=FE!LJ f I 2- #5 I q' (D cD It ' " STizA2.1D5 2 �5 GIZAC%1` (�O -�''1 _ ir4 ST-IIZfzUPS N � 7' -cv L 7 4 , _cpt, 211 CLP �•1 G R/4.Dt- 40 - W ID tt, �__ - �f .1------- • I _---. 2 _s>�c,, • ' G PAIS 4.O �V Of \ iV l its 6rlf�fZUP� n I ,1 I Z W D Z OD N C 37- Z STKAfJDS - • • • • • • Lll (1) :.1 N �. ELEV. t GTf`ADc 40 2 GL_Iz , tv T 1 itl 20 - kit 0 �TI?A rJGS `� M Ol v It�' � C7 J J • • • • 0 0 W 0 pit 5"3 o 2 ELiCT 4 W C o L_S O 1-0 K TO O � _ I �„ �„ 3 cn a .-- ��'' ='TI�FI)PrjC' (o'bG ST 1fL f IJPS C? I `'C� G v ICi✓tDTIi2RU C "OG - -� -1W 0 Q '� D a` 2 Ott LAP ` cj 2 s►5 GONSPArGtg "' - ' 13 L o NT " 8 �PAIGtS 'I L 5 GOUT - + � x�G, S8 GOI ►T 6_1*�, l , L 14'0 .. It - pit o, I 10 G. J W M 00 � O Z U OU �. 2 SECTION SECTION 4 SECTION _ ° 0 Q N I SECTION — ( S 111 it V > P1�5�• _ -_ 4-Ts 4, � ,, � _ ,t co >321GK. VJratt - 23 SN - ( 4p E�Q1C_K WALL FpG DGTAIL`� L I FOR [ TAI LS ■ 5 -a ELEV. S r GALLOLITS *4 ��- Co" f3E1GK G:OMMOIJ 'SCCe ei+ At SI 5"GIP co+.lc s�AF3 terr" - �5 OZIt E�Tw N DOLS O TO D tr- K TOO --- - - — — I �/ 2O V IJEfUPS�=�5"a- STT21zUPS Pte' QG, 20 STIIUPS j�"OG g „ �� \ ti V Q J - ----. - a' -- _ a GAP -�-- 7 GONG• • • --- tte blLAI� MAX '� -its to - 3 CONT 45 WALL - - - — _ �PA2JD2AL _ a • CiPADE Coo S f — -=� • ssr 4 ST1 FSU F'SIL � _ �I -2 � STRAND� � N • • i -� �� ST1�2UP5 �-''-- It GIS N - 1* 7 /�. "X7' x y` NE:_OPr_'`2JF #4 - b BRX'4. PAD - �*8 • • I 9-2''� STRAPIUS 4 Io I1 --- -`- 1' - _ _ t_ tt , t�4 FA ?_- #4 24 �„ ,' -? 1' 7 Co"_- 7- :, TIS AtJ D 7 C. �l 2 #4 —. I �. • • • smolt -- ELEV.C FAG P_ (I � L— L i_Li...V. WAIL VEST 1?Elk1F -- ,k__.- S tiTZ: 5 SECTION c� SECTION ? SECTION g SECTION_N Olt 10 s'IRRUPs G 8"aG STIf?2UPa @ Iro" QG. 10 STIf2RUP�, @ D' OG. � I■I■I■ W W (�$ I I_I.i;VAT1ON ,�,EC'I'I027 �'ITj�K (KIPS) B-16 A-S8 1-58 500 0 C-17 B-SB S8 377 B-18 C S8 3-58 790 I - - - B-17A B-S8 2-S8 377 rt _—) �' 4 24 8-19 D-SS 6-58 - i t� • B-20 E-S8 4-S8 231 \ — - 5-20A E-S8 4-S8 231 �` --- • . fes_\ I T _.-�� `-- .- — B-20B E-S8 4-S8 200 `7 2_ sa �j �- B-21 F-S8 7-S8 ¢It �s B-22 (ALT.1) G-S8 8-S8 - nfa'F' ( i # STIfzUF?S 5 24'" �� 11ANf0 B-22 (ALT.2) H-S8 9-SB 542 N � ELEV. L1 -` C_ �Tt l lD� S 8 T- ° a , -\ e • • e • • • • • CL 71¢" 3rS'- O" 1 1" �• ,- it- fa •J_41'OG ST121z UPS c Cn"O.C. ICo STIRROPf-C 5"OC• " cTIPfzUFz, C ✓�" OG STNs2UP5� ivoc_ - -...-____ __-_. - _. .... __ -..---- ----,,�- v ,1 b bTI R - � k -- __ _ - - - �tl 2 J 11•tr•oe• aECTION 4 -0' " 5TRAIJLC I WE`�T Et.ID 10- I I BAST _NO ELEV. tio►_j - �eF__ C:U ELEV. ALr�F�1�:ATIVE h--1 —- S 8 ►�T S _ _ - 13' O11 ��n 1 I tt ?I f5 O� r3ETW►.1 COI.s �� ro��r� K ToQL STIE'RUPS @ 4'0c- STIPeupe) @ 6"06- ST UPS C N"OG ` 9 ) Drawn er cINOM•A Mr del l ---- " ------_ _` �_.----'r 9 i�" 3T12A►.I C�S Job No 0■1• �u • 7- F ELE +J • s e 2_.► T H E L E ALTF'�ti,P.TI vE / tT t•.t No - APR 04 1988 PERMIT NO. f3E)07 E1 1^ OF' 1 a _._...—.. ....r.c • - 'Jl,'—..a' i '�_btiltMS1414'3.Y,i•7.: fkF`-,iJJP,:y ;r:R,M,ir' 9'ro14.Wa;4f ,;i: r I � �1'I�i►ItIIIIIII'III,I,I'Itltlll'I'IIIIIIIIIIIIIIIIIII'Ili1I111I111I1t1Ii1�IlIi�111IIItI111I11 �IIIIIIIIl11Il11IIIIIIIIIIIIIIIIIIIIII�1IIItIIIlIt11IIItI111I1111ITI1I111It11IlltIi11I1111i11Illl ... ',f� '• At 5 6 7 118 9 10 if I 12 f NOTE: I. THIS MICROFILMED ► _- r-__. �._ _ - . 2._._.3,tee. 4 —! _ — ---------- . , :Ei 70 DRAWING IS LESS CLEAR THAN 1 f, THIS NOTICE, IT IS DUE TO ! ,y THF QUAL.TY OF THE ORIGINAL 0 X DRAWRw.. OF 6? B' 17 5? SZ bi a 02 Iz OZ 61 AI LI 91 SI bl cl 21 It 01 6 6 L 9 SI-• b E 7 1"""" IeIlI1U11U11IHnII,ulnulnH�uulHu�Nu�tiUI1111IIntIInIIHultudnnlnnlltlll�111IIHlIlIUIIIIIIIIIIII!H�IIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIilI111tI11tIII111I1111I1I11I1111IIIIlIIIilIII11III11II11111111IUIlIIIItIIIIIIIIIlII111IIIIlIIWIIUIIIIIIIIIIlII1111I211IUIlIIIIIIIIII�1WI1111 - • APRIL 11 1991 QOPtt c.AULK �.�•o , E►i 1' �Arj 1,. et, t�IN�t ,T 3 ti _xI s 3� o c, coNc, Pr S�a ' s2.x �� DSp ! ��/� 1�1641� '� 1 cnNc. P7. si1►.a - yILIs• roP mor. r+�INr; �x.rr�.��.o "4 �. t I 1� A..tv3G0 ti•o fZAsG7 �ft2 ixws Ik� r�!�✓i oNSra�f? SrRP�- s3cIaGc� . E`.r_o�1%;Fol 3iZ�-Oro4dor "T f2MINF T� :cr / � SZx Pl.•Ah:s FO2 13, s ^`\ I '- T rl Z -��•aoti �HA # Z►/ �I Z� S I�AG I N GI'.. -4 �4 0 G 4 4 K 0 ac)IN (= t is c_-) 2 x 16 -o"-roP = 8 04 o N N - — O O '` cy a Y - 44 uj cc 04 z x- 4- rc 7 IcZY �cH i U/ �- �, 0 N T \ N J PLAST1c- ,LEEyE SiD� or= (�pUr2 S;2;P IU r►,}I 1 �-.�CE DOj. r'IAT fLGEIti � ASo�/� W D Z tv U I U I i:NDG1J t v ICI N I rY of= "IID-SF�VJ W O GOAT SUkFGAGE` WW/ _ 1 ,�s� ,• 1 - F�EGAS,-T i- 1� ' lii �N d�N.7 o�f2 STRIP GOI.�GE�i'�SJIVL 100 LPL. "��• aN�N '� �iVr V- K. I� ANTI" TIZNOOhJ PZOFiLAL At..1-OW3 ;z M 0 G2�ASaD TH! &TiziP_, TO Rt:"AIQ UKIPOUV_E:D FOR 4F5 DAYS F��IDIz TO F'OUk?If,J� Sh�ArhllNGt TO SPO-s� MIN, � — 1__ � U-�ZANG� a W Z � Z SECTION - AN o z SECTION - ,:N�pfR 3 SECTION • ,�,.- 4 SECTION - N P�rAl2 ' W N a () N CC W Orf > a ..a "'fA1'`. I • '1-fL^N S IIr I G N G R�/E -,r- N — "—T CON ,. (�! �� _.� _•�• Ci . . i '"O P t "So": J D� a NocN o�N• �"ONMINSi R��1`� ���-_ I -,3 I - © r r � ��- Jo�1.IT . "'-Oil Z � � � fZAIC,fI'IT MI N, if TaNDON Nv5 2x3 KEY o MI{J, I 3'_ p" OG SET BETVJEEAJ Z 0 - -- �j�A I I �TANc�— L_- `� T�r.,00►., c,�OUPs J o Q cv nl MAX U o 'V > ------------ /0/9.AX �• � - - %'�'�GLEN r __ ` - - ---�__-_ ----�--- '✓ c a � i I_ � •� �� ;�` APPLY ADHI=SIVE ' ` N - - ocalr�EEQIr-Ir, co►.I����slvE - -- -- -_-_ - --- ----y ,, toa LFL F�ICDfZ To PoI.1�I► ,Gi tt''11 __- n I -O MIN. GoL� jolt,-►T i E -- Iv �I�•c ae 4 * L� e "o.c, I p -aN vow aN Dow sPv�Y axea�c5 I : to _ - _ ,A Igo r_Ac� 664ri �L� a ` . o,e IFS OJNDLZ o2 SSS 3 �Y I�ICG�QEG5 I . 10 I_ ADDED -�NDONS � A� uA NdON s�1AY oivcGEl8175 If to Y/ VJ TYP. TENDON LAYOUT TYP. P.T. SLAB 0,4 AT OPENINGS � EDGE DETAIL z Y 14% coNr. 'r'YPlcr►� r7TYP. ADD TENDON DETAIL ' �- _ SECTION ' TYP s - NOTE• � � _Jr . 9 1 {" 4" 12" T Z" x 8" x LEW(:CiTH (A5 2EQ'D) W/e - V - FOi2 EDEA IIJG � K 7" FJELSGI�I - FE 4'I x 10" ^LEtvGiTH (AS RtO'D) 4 DE=TAILS sEt 3 GOI�lG. FSM „ 3'x 10"x LENC,TH �AS IZC:p'i�j STUD hJES _ 3" 4=' 256:'c0 TYP 4 2 56" x 5" LOQ w/ Z - x 5" WEL50W STUD � " �- Gor�c. I��cAMs - �•3 TIES C' �o" OG —U STUDS /i - rl _ 24 _.k/A>_L ti/AL L711M24" I I �JL_/ LA 1 -! • o � C , 1 I\ ` St L7F I --- uj'g ,.4 I - ,ISFE IS F31' %o" 4 - #(r, LAS 2'- 0 cr LA 14 1-I- •I S I IJ 1 4 x .�" 5r--MT 1£ LOA.ICi W/ 2 - FOe DETAILS I�Jip LL SOMI '"' 1n1ELDAt3LE CALLDUTS IIv I.It1_SO►J STUDS g4" MItJ l COIL P-0l7 x E'-Co" GOM1�./IOt`I StEe a u 111 ,- , STUDS S� 4 M1N 4, � x2 Co' - ♦♦�� l2"MAX WELDAP�LE _ Z / COIL tzOO F'ItA TE{Z F'11_/��TP_k. G =J z 9 SECTION • SECTION i co SECTION I DETAIL 12 SECTION 0cr = I' OSI S�� 3�1, = I' 011 ,9 4,. = I' - O" �f t.JTS r rJY' I' -o" - Q Z E SECTION 5SEC TION prZCQ'� �� 4ibAR It 11 = 1` -O" e �3 GL_OSED T1�.5 FULL HGTT. EA. FACc , WALL ♦ZG11.IF. • GOLUMW IS FLUSH L L 5 x 3 -- -----___ /1 W/2 _1211 d) 1,LE.LS01.1 :STUD -- ---I -- - -- W A x 4 x I.•Z 11 - m ..N _j Z-Pu(PxCol' ►�IE:LSOI � ST IJ D 4;1 n 11 e SECTION -- 4 A (p E5^P_ - •v r, C- call )G L.IOTE G012E'SI=I- SIZE , Fc?EIN�FO�GItJCa ANG rIGAL C-OKJOITIONI ----- G, _ 7 SEE 4` s1r o:«rw CII••II•�4 I I / JO 1k. now � \ l '+J � •h•.•1 TNM / 9► 12'1 el�A, le)R(4 L' TOP _ -- AIPR 04 08�- SECTION a` SECTION — h I11ti► 1111111 1111111 111111 111 111 1111111 1111111 1111111 illll�l 11111{1 1111111 I�I�tlf I{tlllt tl►fi�l 1111tI11►lllllllillfllllltlfl{I IItfIIIIlIIflll�llltlrillr{11111'1{I�f{I�I{1`fft ! n NOTE: IF THIS MICROFILMEDDRAW ING 15 LESS NOTICECLEAR � N . 11 IS THIS 1HF QUALITY OF THE ORIGINAL DRAWING, OE RZ Hl 17 97 SZ bZ Fe 72 I?. OZ 61 HI LI 91 SI t•1' EI 21 ,►lIIIIHIHnIHD111n1uRInn111HI1H111HIIIII11111111H11nu1nHlnnll11111rnl,.IIi1HHH�!11111111111111Illl111111111111111111,1111111;11111111'IIIIIIIIIIIIIIIIIIIIIIIIII�IIILIINI�IIlIIi111�111111111�411111111tHIIHIIII1111111111Ullllll�lilllnli111111lIII�IIU11111�IIIIIIII1�1IUlllli APRIL 11 1991 tJ -- — ----- H �" THIGK: WAL-LS T`I'P, A 1 � IS Gr 12" oG 1J5 _ __--- - I I It - _ •� ,IS"ate F5 jl_ M I TYP I"AIJt:L. I y eMM>Ev bEE 1,5 -----� T•-- —. SIU S' "I _ - o O I 14 , � - li w d m I z (10 w5�120GNS" I .. 'rI �t r JL N O N I to — - - - - -- L - _ QLu _ u� — � -1 I LU cc z - J�I � �, 'Ze'-O� 2D-D (`IJf��-�• -�o J� -- h- ill Ir- 111 4 NORTHWALL - ----- _. NORTH WALL z r ILLJO D IO --- TO TOP OF vVALL_ z 0 U p - E►.1c OF t',.l L Z AL U � Q N t I — �— TY P�� 4.M I, - f40Dx Lit COIL I . 1 i I I SEE n.go�r✓ I I I __ •. TOP I IInn #4 I Z V6f�T ^ Vi X11 cn LE NTE2 L W N C *4 GUNT @ Co" C�' TYP PAti�L JOI WT \J PAKi -L -PIL_A5Tt2 JOIN M I O _ NORTH WALL ELEV. WALL PAr.�r=1r (o"HL 61-AY UNITS x 4"HT (4000P'51 UNJ ITS) 'r----------��- - I FULL GROUT 1..17.5 • J GAP --- ------ •— I P��a,M SEE. `' � w �� - ^ J 1 S8 — rtY✓ I I p —ALT GAS ----:. -..� T S- ---- �� f3R►Llc FUS rJETAlLS ------- - $h1C►� ILL o SECTION C T i O N � - I ,� I CCL 20C:) - ------ `� Al_ — -- I - ------ TEe r. "/-M_L un %G 1pCo'G OI CL "G@'IZ"OG N5 �'t PAMa1. A (1mv,� 1- 1 2EYIt,)F YP - A— K ___ q � 0 WALL STEI=L. .. 0 I 1O SID0 40 WEST WALL �� ,f N � PANEL A ��� PAIJCL �41M) g" = I' -o" ------ __ L Z C� I FOS GOr`-ItJ C FD►.J 2 (� ___-- mj Z I 7 SECTIO( ' I s10 -- - - z p„ -- 1381 G.►c_ - _. _ , . ---___._.— 7YP F'5I t l- I P "' 1�1 ---- �� P NEL_ .� �(L I e'i1L p t2 1 C IL - - --- -- Fol r3IZ LIC ,?I p `O _--_ u cm I� 9� Fs. I . '' �' sEt< Pa►.►�L c Foy 1'-�' U ___ —_ -- - tI O SQ I OCr FS is @Doc, 5F CM s'•ca, ,�. .— _ _— I _1, C��f`I TCE�11510N i a I' I L71 - - . FOe CON JI.l. EAST WALL Flo SIO �,e SKS PANEL C PANEL B I EIJD OF WALL-_.- - ....__---� _--'_- _ #,o vc Ta exT�r-.1� - ETA1l-S SSE 1 / '-- , r� Toff of wALL p PAN I-1_. l MIN LAF' W/*Gi FCOF'� CAULS. ti u I I ,, EA. IC_'!? 4 �E1.�43EI�DEG I� `�g K 5 _I 1 I I I t I L�/'•�L4 VnAN8IZxE4C'-4'' -�0 --� ---- fes— I -LI _1...J-EL-S--OIJ rTU—C7 4 �I ._.__--'r-_'rI 4s-T2U"a��►JEL�o►..� �� I 1� T O1,w/-., wn Checked (!r :1 411 Ell ` he w. oa. "___..z�,....�•.,.`..-_-^.1..1,.Ii.I._4i.IlI�IIIII�I.-I._-I..I.»II..�.I..'..(...'._.1._-1.,1.._ds.1._1,.l__1.1.-.1._1r11--1i_11q11,1111111.1-1.1.1iI1-1.(-I_I III-►.I..I--h--- iI--tI-I'-I--1--It�p�II11111-11-11-11IJ'amI,'' IIII--II-II-II--II—I-II-I-III-I—{II-III--I-III�IIIII-IIi—IIIIIIII,-11�11-1-1—(II-I-I-I_I.I-'_I-I,-I-I�I.._11--1(-tI-oII-I-I-I_I_I-.I.I.t_aI-Iw_I�- uir:.- .:�.. ,,,,■�.,,,,,�.,,. R� ---N-- ..tt. oi -ii---- SPH�N LASheehe.t Title 1e itNle �LC ot PAt�1CL JOINT Pgx 8x O'-rj" FF- C-1 � C PF4JLL FIL/-\_-TER JOIKIT C,ALVA IJ IZ ED 11 APR u ELEu� SECTION 4 SECTION Fff' HI1 NO. TION 1,(I fa_ i5 �oa poor— .,,,�.. ... ? 45 5 10 II I? 1)NOTE: lr THIS MICROFILMED DRAWING t; LESS CLEAN THAN Gil THIS NOTICE, IT IS DUE TD THE QUALITY OF TFf ORIGINAI - o�a ee !II I DRAWING, - ' AE 82 9Z L� 9a S<'. bZ EZ ZZ 17, 0? 61 91 LI 91 SI bl til ZI II 01 6 8 L 9 S b E e IMet- 30X IHILHIiI1Hi1111171116111111,d,II,I,IIII1111111111HIIIIH,1111111,,,1„1,III,d1IIIIHIIIIIIIIIIHIHuIHHIunIH�11111111HIIHu1HulIH1hHIIH111duILInIH11hHIlnllhndunluullallulduullu�lIJHI1IHHIIHIhminllillulcnl"nu1u1111u11ut►1uuIHIIIHnbwhu► APRIL 11I & 1991 �a`+�tsC6lui (ry 5 ' \ \ �\ 1.- ,J t .. ` \ RET., ,INC 2 413CONT— ,l N 11 ccn WALL. 41 15@1200G x •5L�' 12 OG 1YP UNLESS a GIP KETAININ6 OTHE2WISE NOTED � LINCOLN HOZIZ 6'IGONc: WALL WALL & RETAININ WALL TuWER \' \ ` FOz: ¢.ISE f. RUN �� 4 -_.— i 2 WPLL '�EIbNT REIN - 1 x TREAD PJE POND nI tID LAN DINC�•SE ARC.!•! DW4 l \ S < 4 '- O'I ♦4o Ca 12 OG. 2GLR _S - o- t0 N�MTM _ c N f L'1 co 1 N�a sTRUGTUREWALL OF: ICIN4 (2)04+ xb 0"% W D Z CO TOPOF STAIR j PROJELT FROM gl'(gNLI W O N `U � 9! - TRFiND BEYONID ,0 2°� EE P„ F- K'5 � 10��0 L. LONG STAIR. 71 L1-UP WALLS \ z c7 W WALL I;ITO STAIR Ni NoI.fi COG S ' PAD -TYP (o w Z w N _ - oma/ 5 @ I O OG �\ D+I S@12I GE =5 m S! TYP CAi STAI K TItAN51TIONS W r L I (LEI n M5 CA 12"QG.ExGE PT U I Z a 3 N _ __ RETAINING WALL m SEE I/S F- m Lu ' V• J � w E7 > of 4E • cp`� STD AC1 aO°H '- O DO SIM 1 I 4/ OI' �Ir 21-�/ O V U O PLAN STAIRWAY + Y o > N �� SECTION 2 SECTION 3 SECTION. 4 PLAN DETAIL 5 SECTION a = I �' 511 I I ` SII � I <� ' 511 q ,l, I '-px S !I �4": I,_C „ S11 p"• I '-C #4 DOWELS _9' - Of Ir NG CLAY UNITS 81, `O MI" EUBBEIZ ON L HGGLAY UNITS Tor- G SHoc \ „ V ' ` SEE 2/S9 ` sss 2/S9 2OPG CAULK , r' n '-� 04 C 24" TOP I"Glle JOIh�T a rt5@BO.G@WALLS UN/¢IDS OA > � - - o. `I} y *5(a BOL@ WALLS ON GRIDS OON -- - ,L \ 0 � i.. (n U d `� �@ ANOG� WALLS ON oRIDS Ao N �� �I (o BO.G.@ WALLS ON b¢Ip5 1\ w4@ 12" PSOtT\ N� IP' I� �'5� 120.�:•� WALLSON4RIPc �4�� 15 Q�5@12°O,&.@WALLSONGRIDSO� 58 O µ5(m12�06aWALLSON/RIDS��� �I #S0�, 12'�O�c��WALLSOu5R1DS �n � '�.I m4@24^oG , L a•� V I I 3 " a4GIB" OG- - -��__ `LC+ n4x 6x 1'-0• C1ALV 6EN C] WALL -- I EA. WAY C1 - O" OG wl RmeApPROVI TO rnr� 2 - 4I" CILMDe TOTAL OF 4 PEf2 ANGLE 1" CLR.!n0 MIL 2U66ER PAD z ° ROUCaHfiN SURPAc6 _ � I"THc WALL PIPE '"TATER JOIr.IT ��yyy�rrrpPoxY To coNLRnTc wa.0 ® 5LA2+ '0 lu ° INSUL SLEEVE 0 fiO MIL 2UBBE2 ovER r 11 I"Y PIPE INSULATION - n •! FOR WALL L�, EN IR:c ti FOOTIH�I � •j WRAP &AROUIPZ)bLJL T10IJ -_ - 60 MIL FL)55F.R PROTcI[Tor.l 5 SURFACE OE F1P pGLASs SEG 2"MIN PAD BOA2D \, INr.IUI[ SURFACc �- O' 21AAIN SMOOTH FINISH 2^mecfjNo - _ .� EPoxY ESONJO W/\ . o G TOP OF WALL D2AHNK.E ROCK - '�.,F 6 0 I CR I_S-5IVt — � 1001 PVCLDRAIN PIPt \ _ ,� �_ SECTION UPPER LEVEL 9 2' SECTION MID LEVEL SECTION UPPER LEVEL 8 SECTION MID LEVEL y u4E15"o` er' 511 Z'= 1=o' SII , Z' - 1 '- cam LII z' sI ' li" = 1=o" o y = w W E to SECTION 0 < 4-s4,. ¢ x >I-` 4 STRUT sl1 '„` �QR COIL TIb5 LAF IQ' V LOIL TIES LAP MIN � '4 x a . r -lo" Ira" W/rm veers J Z 12L 12 -�— 5 !2 L O Y - -- IEhAR t 4 4'-4" Q IEx F.5'-O" BAE j JII C} fn `G Io " 2O x Off - -. — more _ IJOTt ' GIOxPOx '-7" THIS DETAIO ISL01, R&L ° THIg DETAIL IS SYMMl-TRIG B AOUT 1=0WALL%•. ONE b" At50L1T C4 OF WALL . OF 11 bIOE. ONLY 15 SHOWN SIDE OKi LY 13 SHovo I FOP CLARITY 'LL F"DO CLARITY'. I I SECTION I z SECTION TYP 4„ TY 4 4.• 4. /Ff 64 . enI• -O.. CIO nE0 x0'•10° NELSON STUD -- a tl J - al a _Ott cJ OL q Q _ `O w•vir olre•r 1r n) T < 4" JIwaL_501.1 STUD +.. N•. o.H• 4 STRUT GOII_ TIES MN.1 TNN M'SC SECTIONS CIO x20x2' -5'� it% DETAILS STRUT COIL15 34 x6$ 4" -4" TI❑8 cu �I•••H N•. MR04W Imo' SECTION 17 SECTION S11 sit le` KSI-11 N7 L Ll l l IJO. 800739 Cot J 15 OF 15 _- _ -. . - 'kl 1 � H iP 'I' n1 III Hp HP nuylplH glpP 111 III Hn ql hqM 1pI11I ,II 1111 IIIIIIf`IIII r,l IIIpP Ip 41 Ulllp glpp III II II ggH11 g111P IPPp1rI1InI H HI IIII ��II r. 1" II 1 1 1a 1 1 11 I i z rare1 IF M0 nCM r. OT1"ll"9IIgTl6,113 15 EiY LEAR 14 GIA TO NE (IMITY OF THE WIGIN•I. - --- ---- ONVIINE. OC 8? 92 L2 Y2 S2 02 E2 22 12 02 61 91 LI 91 SI 01 EI 11 If '1 6 4 L 4 S !I EI�� 2 1"•'� �n11HwLuHLnl6wLlnhndlnliuu6nllnullnJnuLlHdHnrANJHHH,Ixnluuhw6m61u11udunLlNlnn!unluululllnubnl n111upIuuINNLNIInuLuJnu6ndullll,nINIILWI11NLn1IN111NnhmLwbWNNlnWu11111u1W1luuluuhulbullun 4 . '" APRIL 11 � 1991 1