Loading...
10260 SW GREENBURG ROAD-33 ----- ----- - --- -------------- - --__ ----- --- --------- ,�09k11 INS,\. w 1 LIVE LUAUS S'I'RUc.�L'URAL, 0=l_.ANL_-R1 At1N 'OU`• �I L ROOF. . . . . . . . . . . . . . . . . . . . . . . . l5 LBS. PER SQ. FT. TABLE 1-STANIMRD HOOKS \• �\,. fh, (SNOW BUILD-UP LOADING AS PER SAW 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36-85. SNOW LOAD ANALYSIS) 2. STRUCTURAL TUBES SHALL CONFORM TO ASTM A500,GRAUE B,FY=46 K.S.T. Detailing Hook MAUI"'� Detailing •`T•OOR. . . . . . . . . . . . . . . . . . . . . . . 50 LBS. PER SQ. FT.LIVE J. ALL FABRICATION, ERECTION AND IDENTIFICATION OF STRUCTURAL STEEL __.451O)e�ii�so,�n A or G 0 ��;nt0nsinn FLOOR Nf.RTITION ALLOWANCE. . . 5 LBS. PER SQ. FT. SHALL CONFORM TO AISC SPECIFICATIONS. _A_'ND. . . . . . . . . . . . . . . . . . . . . . . . U.B.C. BASIC 80 MPH EXPOSURE B 4. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. �SEISMIC. . . . . . . . . . . . . . . . . . . . . U.B.C. ZONE II 1985 EDITION A. ALL WELDERSSHALL BE CERTIFIEDUNDER AWS SPECIFICATIONS. AortaALLWELDERS SHALLBE CERTIFIED BY CITY OF PORTLAND db 12db5. SHEAR CONNECTORS SHALL CONFORM TO ASTM STANDARD. 4d _L ALL FILL ANG BACKFILL PLACED IN THE BUILDING AREA AND BENEATH PAVED 6. ALL HIGH STRENGTH BOLTS, MATERIAL AND INSfALL.ATION, ShALL CONFORM 2,4" Min. 900 O I 74!� SURFACES SHOULD BE DENSELY COMPACTED. SUCH FILLING AND BACKFILLING TO ASTM STANDARD. SHOULD BE ACCOMPLISHED AFTER PR:ROLLING WITHIN THE BUILDING AND PARKING A. BOLTS SHALL CONFORM TO ASTM AIT5. 1800 � (D (DHECOMMENDED ENI)HOOKS,ALL GRAVES 40 AREAS OR FOLLOWING OVEREXCAVATION IN FOOTING AREAS. THE STRUCTURAL 7• ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS v U N ILL SHOULD BE PLACED IN LOw Finished cn co OSE LIFTS NOT EXCEEDING EIGHT INCHES IN UNLESS SHOWN ON PLANS. � I 0)THICKNESS AND THOROUGHLY COMPACTED TO A DENSE, NON-YIELDING STATE. A 8• ALL COLD FORM MEMBERS, MATERIAL AND FABRICATION, SHALL CONFORM TO Har ulhand •s. go-deg'-As 0) co NSITY EQUAL TO AT LEAST 95 PERCENT SHOULD BE ACHIEVED FOR ALL FILL U.B.C. STANDARD NO. 27-9-76. Jianeler too-,Ing h shrr U, A or G, m f, in. A G, iu uJ N O N PLACED ON THE SITE. THE ADEQUACY OF THE FIELD COMPACTION SHOULD BE r3 en/. 5 3 W w H 1 VERIFIED BY RANDOM FIELD DENSITY TESTS. THE MAXIMUM LABORATORY DENSITY 9. ALL WELD INSPECTION AND TESTING SHALL CONFORM TO THE MINIMUM 0 SHOULD BE IN ACCORDANCE. WITH THE MODIFIED PROCTOR COMPACTION PROCEDURE REQUIREMENTS OF THE U.B.C. SECTION 306 AND CITY OF TIGARD 04 I 5 4 0 Z (ASTM D1557-70) . MS 33„ 7 5 10 r, Z NW Z 49/v tt 6 1 0 ? - n STRUCTURAL FILL SHOULD CONSIST OF REASONABLY WELL-GRADED SAND, SAND AND r7 sh/. W PARTICULARLY DURING MASONRY w 7 t-z w _ GRAVEL OR CRUSHED ROCK. TO FACILITATE COMPACTION, rfi 6 11 fi 14 WET WEATHER CONDITIONS, THE FINES CONTENT OF ANY SOIL USED AS 1. ALL HOLLOW CONCRETE MASONRY UNITS SHALL HE EALF SAND PLUS HALF r9 9,/r 1.3 1131. 1.7 N Q STRUCTURAL FILL SHALL BE LIMITED. THE FINES CONTENT IS DEFINED AS THE PUMICE GRADE N, 1000 PSI 2-CELL UNIZS CONFORMING TO ASTM C90 010 103/4 1.5 1.11/4 1 10 PERCENTAGE OF SOIL PASSING A NO. 200 MESH SIEVE BASED BY WEIGHT ON THE MAXIMUM MOISTURE CONTENT 25%. '011 12 1.7 1.23/4 2.0 Z MINUS THREE-QUARTER INCH FRACTION hND USING THE WET SIEVE ANALYSIS. 2. ALL BUILDING BRICK UNITS SHALL bE 2500 PSI UNITS CONFORMING TO 4114 IfiQ 3 N '/4 2.3 1.93/4 2.7 A C4 DURING WET WEATHER CONI.?TIONS, THE FINES CONTENT SHALI. BE LIMITED TO U.B.C. STANDARD NO. 24-1 GRADE MW,Sa Nle 24 3.0 2.41A 1 3.5 CO LESS THAII ABOUT 5 PERCENT. DURING RELATIVELY DRY WEATHER CONDITIONS 3. GROUT FOR ALL REINFORCED BRICK AND HOLLOW UNIT MASONRY WALLS SHALLCONTENT COULD BE AS THE FINEJ = W S' HIGH AS ABOUT 15 PERCENT, PROVIDED THE BE 3/8" AGGREGATE CONCRETE WITH A 28 DAY STRENGTH OF 3000 PSI WITH ted,lar re,•7,♦s STIRRUP AND TIE HOOKS 135-UEC SEISMIC STIRRUP/TIE HOOKS � .,J > 01 MOISTURE CONTENT Is CLOSELY CONTROL:,ED AT A LEVEL NEAR THE OPTIMUM INTRUSION AID ADMIXTURE EXPANDER APPLIED 4 OUNCES PER SACK OF ad fur 03.04."5 } MOISTURE CONTENT FOR THAT SOIL. CEMENT. SLUMP SHALL BE 7 TO d INCHES. or z'/s in.minimum) f1 ri U) 0 'IS" Hook 11 Nook 11 Z 4. ALL MORTAR FOR REINFORCED MASONRY SHALL BE U.B.C. TYPE1800 FOUNDATION; PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH THE FOLLOWING A or G I1 A or G II 1� 1- FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE PROPORTIONS:CEMENT - 1 PART Gd II tl --� H O G OF 2500 LBS. PER SQ. FT. V �Q N _jL �•or H�� � 2. FOUNDATIUN ELEVATIONS SHOWN ARE TO TOP OF SLAB OR ASPHALT AND ARE LIME - 3/4 PART MAXIMUM c.� I D c.° Min. p c.° r lOd D BASIC BIU ELEVATIONS. SAND - 4 PARTS MAXIMUM .� � ' AorG w 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. 5• ALL MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY a, E a E a E 4. ALL FOOTINGS SHALL BE FOUNDED ON ENGINEERED FILL COMPACTED TO ACCURATE MEASUREMENT. SHOVEL MEASUREMENT WILL NO BE ALLOWED. pl ; 'Ili n p _ 00 MINIMUM OF 95% AASHTO T-180 DENSITY. 6. TESTS - SEE SPECIFICATIONS � ; D - D _ db b 5. ALL FOOTINGS SHALL BE CLEANED OF L00SE AND WATER SOFTENED A. ONE MORTAR TEST, ONE GROUT TEST AND ONE PRISM TEST SHALL BE t f MATERIALS AT WET TAKEN BY AN I!1n :PCNDL•'NT TESTING COMPANY FOR EACH 2000 S FT. Beam Beam SUBGRADE CONDITIONS A 4 IN.COMPACTED PAD OF 3/4 Q• 44.. r+ " INCH MINUS CRUSHED ROCK OP 2-1/- OF LEAN CONCRETE SHOULD BE OF WALL AREA. L. INSTALLED IMMEDIATELY FOLLOWING FC. PING EXCAVATION. 7. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER FOR THIS 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-C', BELOW THE LOWEST ADJACENT STRUCTURE. 900 13590 FINISHED GRADE 8. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO Ta) 7. ALL DISTURBED SOIL SHALL BE REMOVED BY :LAND OPERATION FROM FOOTING ALL PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. Stirrup stiff lie 135 deg stirrup-he EXCAVATION TO NEAT LINES. 9. EXCEPT AS OTHERWISE SHOWN REINFORCE ALL MASONRY WALLS WITH THE i hook dimensions, in.' hook dimensions, in.* E 0 a. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT FOLLOWING MINIMUM: go-deg hook 135-deg hook 135-deg hook UO (� 2'-0" HORIZONTAL TO 1'-0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO 6" NOMINAL THICKNESS #4 @ 48" O.C. VERTICAL @ CENTER OF GROUTED VOIDS Fear' Dw, !i, H. A, (rn V� EXCEED 1 VERTICAL TO 4 HORIZONTAL WHEN APPROVED BY THE ENGINEER. site in. A or C A or G approx. A or 1: approx. / 9. THE FOUNDATION INVESTIGATION REPORT SHOWING LAGS OF BORINGS AND 2 - #4 HORIZONTAL IN BOND BEAMS AT 48 " - O.C. 8" NOMINAL THICKNESS N3 lh/r a 4 s 31/3 (v-] OTHER PERTINENT DATA IS AVAILABLE AT THE ARCHITECT'S OFFICE FOR #5 @ 48" O.C. VERTICAL @ CENTER OF GROUTED VOIDS Na 2 41/1 41/r 3 /r 3 6'/s 4' INSPECTION BY ALL QUALIFIED BIDDERS. 2 - #5 HORIZONTAL IN BOND BEAMS AT 48" O.C. N5 21/3 9 51/3 33/4 N s1/s N 9 4:/s 1.0 73/. 4'/s 103/4 61/2 S�11r�'$�pARATIOiI 10. EXCEPT AS OTHERWISE SHOWN REINFORCE AROUND ALL OPENINGS WITH 2- #5 HORIZONTAL AT HEAD BY OPENING PLUS 4'-0" AND 1 - #5 VERTICAL AT 9 51/4 t•o'/s 73i. r7#7 sh/. t2 1 PREROLL THE AREA WITHIN BUILDING AREA AND 5'-0" 0 1.s 10'/. e 21/4 9HEAVY MINIMUM AROUND WITH A EACH JAMB BY OPENING PLUS 4'-0". l- VIBRATORY ROLLER MAKING AT LEAST 3 PASSES OVER THE ENTIRE AREA. 11. EXCEPT AS OTHERWISE SHOWN DOWEL ALL MASONRY WALLS TO FOUNDATION 'Crades40.50.and tw. ANY AREAS WHICH EXHIBIT EXCESSIVE WEARING OR DEFLECTION UNDER THE r WEIGHT OF THE ROLLER SHALL BE OVER EXCAVATED FOR A DEPTH OF TWO TO WALLS WITH 1 - #5 DOWEL X 4'-G" @ EACH VERTICAL WALL BAR EMBEDDED THREE FEET AS NECESSARY TO REMOVE ANY UNDESIRABLE SOILS IN THE AREA AND 2'-0" INTO CONCRETE. BACKFILLED WITH CLEAN, WELL GRADED SAND OR SAND AND GRAVEL MATERIAL. 12. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE SHOWN. 13. PROVIDE 2'--0" X V-0" BARS AT ALL CORNERS AND INTERSECTIONS FOR 01fMil' CQN9;ETE -CAST-IN-PId#CE ALL WALLS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. 1. ALL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED 14. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. TABLE 12-'PENSION LAP SPLICE LENGTH(IN.) FOR GRADE.60 HARS OTHER THAN TOP BARS.' IN COMPRESSIVE-CYLINDER STRENG'T'H OF' 3000 P.S.I. FOR FOUNDATIONS AND 15. PROTECT ALL MASONRY UNITS STORED AT JOBSITE AND ERECTED FROM THE NORMAL WEIGHTCONC:RLTEt INTERIOR SLABS ON GRADE. ELEMENTS. Cl - 3_ 000 P.S.I. FOR OTHER CONCRETE: EXPUSED TO ELEMENTS A. H.and C splices for ban spaced Ices Than ti in. apattj 4000 P.S.I. FOR POST-'PENSIONED CONCRETE SLABS GENERAL liar 3000 psh /,' = 4000 psi l,' . 5000 psi l,.' = 6(100 psi 5000 P.S. I. FOR COLUMNS 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. star A 11 C A B C A It C A 11 C 4000 P.S.I. FOR WALLS 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, STRUCTURAL STEEL, METAL DECK, PRE-CAST CONCRETE MEMBERS AND PRESTRESSED #3 12 12 15 12 12 15 12 iz is 12 12 is 2. A MINIMUM OF 4 _ CONCRETE TEST CYLINDERS SHALL BE PROVIDED MEMBERS AND SHALL BE REVIEWED PRIOR TO FABRICATION. SUBMIT 1 N4 12 it) 20 12 16 20 12 16 20 12 16 zo N5 is 211 26 15 2J 28 15 20 26 15 20 26 FOR EACH 100 CU. YARDS OF EACH CONCRETE STRENGTH. CYLINDERS SHALL PRINT AND 1 OZALID REPRODUCIBLE FOR APPROVAL OR CORRECTIONS. r6 19 25 32 10 23 31 1fi 23 31 In z3 31 BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 @ 28 DAYS AND 1 PRIQL: TO 3. FIRST FLOOR SHALL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO w7 z0 3a 44 ,23 a0 :19 21 27 36 21 27 :111 REMOVAL OF FORMS FOR SL,A13S AND BEAMS. BACKFILLING AGAINST STRUCTURE. w0 3s 46 44 30 30 .1 z7 3s 46 z1 32 az 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH ASTM 4. THIS STRUCTURE :HALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE N9 44 57 75 3111 40 os 34 44 50 31 40 53 SPECIFICATIONS. FORCES UNTIL THE ROOF AND WALL UNITS HAVE BEEN PERMANENTLY 111110. 56 73 95 40 61 82 43 56 73 39 51 67 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI ATTACHED THERETO. #11 60 fill fill 59 77 101 53 69 90 411 6:1 fitIm MANUAL OF CONCRETE PRACTICE, 1982 _ EDITION, AND SPECIFICATIONS. 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER Class A. B.and C splices for hats spaced a in.or more sparl§ Im 5. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM OF WALLS AND SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEER'S l,' = 30(x1 psi /, - 4100 psi' IF.' - ;()Do psi 1,' = 600n psi W THICKNESS OF DEPTH AS FOR ADJACENT AREAS UNLESS OTHERWISE SHOWN. REVIEW ON DETAILS OF ALL CONSTRUCTION JOINTS PRIOR TO fiat P P P• P• 6. SHORE ALL BEAMS UNTIL JOB-CURED CYLINDERS INDICATE A MINIMUM CONSTRUCTION. size A B C A B C A 13 C A B C AVERAGE OF 100% OF THE DESIGNATED MINIMUM CYLINDER STRENGTH. 03 12 12 12 12 12 12 12 12 12 12 12 12 7. CAMBER ALL SLABS AND BEAMS WHICH ARE NOT PRESTRESSED UNIFOP.MLY FOR 04 12 12 16 12 12 16 12 12 16 12 12 11 A RATIO OF THE CLEAR SPAN DIVIDED BY 480 - L/480 AT CENTER OF SeECIAL INSPECTION Ns 12 16 20 12 1e 20 12 16 20 12 10 20 0 Cr MEMBER. SPECIAL INSPECTION SHALL BE CONDUCTED BY A SPECIAL CERTIFTEr rNSPECTOR 1116 15 20 26 14 19 24 14 19 24 14 19 24 i1. SLEEVES THRCUGH BEAMS AND SLABS FOR MECHANICAL LINES SHALL BE CERTIFIED BY THE CITY OF PORTLAND AND EMPLOYED BY A CERT1F1; TESTING 07 21 27 311 10 24 31 17 22 29-. 17 22 21+ FABRICATED FROM STANDARD WEIGHT STEEL PIPE WITH ANCHORS AS LAB. rn 2 i 36 47 24 31 41 21 zfi 36- 20 25 33 APPROVED BY THE ENGINEER, UNLESS OTHERWISE NOTED. THE FOLLOWING ITEMS ARE TO BE INSPECTED: #9 35 46 60 30 39 52 27 35 46 25 :12 12 1. ALL CAST IN PLACE CONCRETE #10 45 58 7 f 30 so 65 34 4s 59 32 41 -4 2. ALL PRECAST CONCRETE inti 55 71 93 47 62 fit 42 55 72 39 so 66 909RETE =_-PRE-CAS. 3. ALL PRESTRESSED CONCRETE 'Applicable for vertical bars in wails or tied columns and $For general use where bar spacing is less than 6 in. an] f 1. ALL CONCRETE FOR PRE-CAST CONCRETE UNITS SHALL BE NORMAL WEIGHT 4. ALL BRICK AND MASONRY for ho ironial bars with 12 in. or less or concrete cast in the side cover in the plane of the ban Is leu than 3 in. v AGGREGATE CONCRETE WITH A MINIMUM 28 DAY LABORATOPY CURED 5. ALL SOIL PRIOR TO CONCRETE BEING CAST ON IT nnrmb.-r below the reinforcement. For bars englosed in standard §Applies where lateral spacing between ban is equal lin or nj Z COMPRESSIVE CYLINDER STRENGTH OF 6 JOO P.S.I 6. ALL SOIL DURING BACK FILL AND COMPACTION column spirals,use 0.75 times the values tabulated above, but ilwater than 6 in. and there is at least a in clear howren the I 2. PRESTRESSED RECTANGULAR BEAMS SHALL BE MANUFAC'T'URED BY AN not less Than 12 In lice of the member and the edge of the bar, mcasurrd lin the APPROVED FABRICATOP. TO THE DIMENSIONS AND REINFORCING A i Monger ephr.es for lightweight aggtegatr umcrale all genet• dnruion of spur ;. 0 SHOWN ON THE DRAWINGS. MANUFACTURER SHALL SUBMIT COMPLETE ST-T •NS RE1N)_•OI�CE�� SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURING OF UNITS. A. UNITS SHALL HAVE A ROUGH RAKED SURFACE. FOR MAXIMUM BONDING OF MATERIALS TOPPING SLAP. POST-TENSIONED REINFORCEMENT SHALL CONSIST OF 11/2" DIAMETER HIGH- 3. PRE-CAST TILT-UP WALI. PANELS SHALL BE CAST TO THE DIMENSIONS STRENGTH STRANDED, STRESS RELIEVED 7-WIRE CABLES CONFORMING TO ASTM SHOWN ON THE: DRAWINGS WITH ALL REINFORCING STEEL AND INSERTS A421 OR A421, AND HAVING A MINIMUM ULTIMATE STRENGTH OF 270,000 PSI. IN PLACE. CABLES SHALL BE COATED WITH AN APPROVED COATING COMPOUND BEFORE A. SLABS REINFORCING; AND INSERTS SHALL 13E APPROVED PkIOR TO WRAPPING. WRAPPING SHALL BE PLASTIC OR PAPER TO INSURE FREE SLIPPAGE PLACEMENT OF CONCRETE.. OF CABLES WHEN TENSIONED. ANCHORS SHALL DEVELOP A MINIMUM OF 100% OF THE ULTIMATE STRENGTH OF THE TENDON WHICH IS BEING ANCHORED. PROVIDE CO C 9XB._REINFORCIF9 STEEL DEAD-END ANCHORS OF THE TYPE INDICATED. 1 . ALL R1iINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.B.C. M T-__TENS.WNED CONCRETE STANDARDS NO. 2.6-4-76 AND ASTM A1315 GRADE 60 FOR TOP AND BOTTOM STEEL ASTM A615 GRADE 40 FOR f'fIRRUPS. 1.0 GENERAL: 2. ALL WELDED REINFORCING STEEL,; METAL, INSERTS AND CONNECTIONS SHALL A. WORK INCLUDED: PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, CONFORM TO U.B.C. STANDARD NO. 26-8-76. SUPERINTENDENCE AND SERVICES NECESSARY TO FURNISH AND INSTALL 3. REINFORCING (MINIMUM UNLESS OTHERWISE SHOWN )N PLANS) . ALL POST-TENSION REINFORCING AND TO PERFORM POST-TENSIONING Rovisione A. REINFORCING FOR WALLS OF ALL CONCRETE INDICATED TO RECEIVE SAME. 6" - VERTICAL # 4 @ 13" O.C. HORIZONTAL # 4 @ 12" O.C. 2.0 QUALITY ASSURANCE 8" - VERTICAL # 5 @ 15" O.C. HORIZONTAL # 5 @ 15" O.C. A. GENERAL: $.PLACE 2 - #5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS OF 1. THE POST-TENSIONING SYSTEM SHALL BE APPROVED BY THE ALL FOUNDATIONS AND WALLS. STRUCTURAL ENGINEER SEVEN (7) DAYS PRIOR TO THE BID C. PLACE 2'-0" X 2'-0" HARS AT CORNERS AND INTERSECTIONS FOR DATE. WALLS A14D FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL 2. NO REVISIONS WILL BE ALLOWED WITH REGARDS TO THE POST- REINFORCING. TENSIONING FORCES, PROFILES, REINFORCING STEEL OR D. PLACE #4 BENT DOWELS 1'-0" X 2'-0" @ 12" O.C. FOR EXTERIOR CONCRETE SLAB THICKNESS AND STRENGTH. WALL TO SLAB CONNECTION. 3. FABRICATE, PLACE AND STRESS ALL POST-TENSIONING TENDONS E. PLACE 2 - #5 OPENING WIDTH PLUS 4'-0" TOP AND BOTTOM; 2 - #5 USING ONLY EXPERIENCED PERSONNEL WHO CALL SHOW EVIDENCE OPENING HEIGHT PLUS 4'-0" EACH SIDE; PLUS #5 X 41-0" DIAGONAL OF HAVING SATISFACTORILY COMPLETED PROJECTS SIMILAR TO BARS AT EACH CORNER OF AL1, OPENINGS. THE ONE COVERED BY THESE SPECIFICATIONS. F. PLACE 2 - #5 X OPENING DI14ENSION PLUS 4'-0" EACH SIDE OF ALL B. FABRICATION AND PLACING: TOLERANCES SHALL CONFORM TO THE OPENINGS AND 2- $5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF REQUIREMENTS OF CHAPTERS 15 OF ACI-301 EXCEPT THAT TENDONS ALL SLAB OPENINGS GREATER THAN 1'-6" IN DIMENSION. SHEATHING FND ANCHORAGES SHALL BE PLACED WITH A TOLERANCE OF 4. ALL WELDED WIRE FABRIC SHALL CC, FORM TO ASTM SPECIFICATION A-185- ± 1/8 INCH IN CONCRETE DIMENSIONS LESS THAN EIGHT (8) INCHES, 85. -f 1/4 INCH IN CONCRETE DIMENSIONS (8) INCHES OR GREATER. A. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAID IN FLAT SHEETS AND THESE TOLERANCES APPLY SEPARATELY TO BOTH VERTICAL AND SHALL BE CHAIRED TO PROPER POSITION IN SLABS. HORIZONTAL DIMENSIONS AND MAY BE: DIFFERENT FOR EACH DIRECTION �. ALL REINFORCING STEEL SHALL BE D. TAILED, FABRICATED AND PLACED IN EXCEPT THAT IN SLABS THE HORIZONTAL TOLERANCE SHALI, NOT ACCORDANCE WITH ACI DETF.ILING 1AIlUAL 315-80. EXCEED ONE (1) INCH IN 15 FEET OF 'TENDON LENGTH. A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. TESTING: TEST A SAMPLE OF THE TENDON WITH ANCHOR FROM EACH REEL OF MATERIAL USED. FORWARD TEST RESULTS TO THE B. REINFORCING SHALL NOT BE BENT 0R DISPLACED FOP THE ARCHITECT. TESTING SHALL BE DONE BY AN APPROVED INDEPENDENT D'awnBy Chaac5i.dBy TESTING LABORATORY. MANUFACTURER SHALL PAY FOR THIS TEST. i � I F�E32h CONVE14IENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ALL TENDONS SHALL BE IDENTIFIED. ENGINEER. C. SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY rob Wo. Dat• UNLESS OTHERWISE SHOWN. D. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: 9NN1 TNN 3" ± 1/2" TO BOTTOM OF FOOTING 2" ± 1/4" TO EARTH FACE OF WALL t 1." ± 1/4" TO INSIDE FACE OF WALL 2" + 1/4" MAIN STEEL BEAMS AND COLUMNS 3/4" ± SLAB TO TOP AND BOTTOM SURFACES CENTER OF SLABS ON GRADE ---- - E. LAP ALI, BARS A t1INIMUM OF 36 DIAMETERS EXCEPT AS OTtIERWISE Shoot No. NOTED. __ 1=o andu.�ri bN Onley F. ELECTRICAL CONDUIT SHALL BE PLACED NEAR CEN'T'ER OF SLAB. r 7 E ' - ' TITLE F'Ef��r'IIT NO. 081)7-2-;. _ I --',. ' ,r i I �I'111lilllllllllft(tltltltllllllltlllllilllllllllllllll111lllillllli n I111111i�111111i1111111 IIfIIIfII111I111Il�IIlI1I1IIIlII)1I111IlIII11111IIItItItI1I111111IlIIIfI1III11111IIIlI11tIi1flhll �IMgm -..•+nell�t.es4saAMwsn � .r NDIE: IF THIS MICROFILMED I Z - 3 4 5 6 7 8 A IO I I 12 n DRAWING IS LESS CLEAR THAN -� THIS NOTICE. 17 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OC 87 87 17 97 S b7 EZ 77 i2 O2 GI @I LI 91 91 IFI EI LI II Of 6 9 L • S b E Z I"•"• Old nNltI11Ill itIll ifII1 /1111111 loll Ill RIll Ill IIIdifnlill III fill lI ' 30XA APRIA-. 1991 i �P�U NROF ff,. NOTE. I GENERAL CONTRACTOR SHALL. VERIFY �"'� 1 I ALL DIMENSIONS WITH ARCH. DRAWINGS ANY CONFLICTS WILL BE RESOLVED BY THE ARCHITECT `-"= ------ 1 ELEVATIONS SHOWN ARE MAXIMUM AT TOP OF SLAB OR ASPHA!.T FOR A U 0 MINIMUM CLEAR HEIGHT OF 7'-0- h W u) CATCH BASINS ARE TO BE REVIEWED W W 04 1- rn a,, BY THE ARCH. &HIS CIVIL ENG a: =) Z THEY ARE TO LOCATE THE FINAL LOCATION & OUANTITY W N Q ('4 Z F- a c,) A V w Z i /N ( w I - I ?_7 / pq o I09- N Q r l 142-o JAL-1 I Z a 3 F]. °D cc _J W r) J rn Z U 0 f © Z 0 j V o a N > O WA,L.L- it Jr , 1 1 ` 17.40 19'-5 I V I I I \t4 # 77I I ► I �-� Q SOCa I i I I � IjraX1 0 i U 4! 41, SIM I Ill 7'' 20�o" 28'-OIt J Nri „ I s - 25'-O I ' x _ 2NSIDr• FACE OF WALL 4 - - `I -1 `�i 7•d.'K 14 -u" �/ � _ (— --+-•. �J � � _J 4) - .J 'o _ 1 _1- 54 I '�� f-UTURE � s -v" ?S P 4asUvA-To F 01T, I S' 0„ I I — 41 I I _ -- frs >< z I I M I W2.9xW2.9 8 I i I �—4„SOG T Yp 2S! cc _ _ LJ W '� '4 n' A A � A � A g I_ J-- ' - I- -;r � r- i I•-- -I- -� I_ i � � -1 I I � � � r__ }-_ .� �-- -fi- -1 r-- .- � � (r3 r-�-- ' -�- - __ -� �� a T � - - -'--- r 7 _�1 4'-o„x G„ '✓ 9 Z I � � TYP I y� 4%o&` VA } 7 Tk[►.II_N -� ►IN's I i I I Revision$ T K.I:NGH tf1 __ 'r' r x 14, J i I i LL T 2' 0 ' x l� ATG. PF-ET RED .nrN RE BRICK PAPAFET - Q CB I5 EWIRED 61 _J i- 0o I I I C I I , I I 1 I I I (.- — -__ —• -•-� I-- - - -- - I I ��-_--=-- _� _- - r _----I •--f—T -} ---- - ----•� -J L -� L -i L _J 2'-o”x I ro' L _1 - -1 I_ J I Co EQUAL �P. r E`,� J!o'-OI�OC- 21(or-O�� I 3(v'- C. " 'Z7 =0ll T Ill. 18 -0 27 .0 �� -o c I 1 �--1 J 1 � L l, * ' Onir�+�r C►»cAod By J 1\A 'V P 1. FEES $4 1988 ioe No. Dole Wool Title FL's Sly PN7)0 N P+_.A. N Shoot No. P RM I T NO. 08(-.)323 rt r• F, — ---- — 1 ! -•wwwrw+w.. .agl�'N�iYP�«.. .a - _ _. ._ ���-! ,,... ..� ;�;, ... ..,.: ,rx..,�,.,....«rn�«wr ��,w�•wra.wa i IIIII�IIIIIIIII1111111�IIIIIIII11111111111I111I1111111IIItIIIIIIIIII�ItIlI111I111ItIlIt11I11 ItItI111IIIlIlIlI111IIIlIIIlI1111111I111IIIlIIIIIIIIIIIIII,IIIIIItIlI1111111IIIII11111111111I111 /,rrw.. _ - _ NOTE; I THIS AICROFILMED I 2 J 4 5 6 7 JJ9 9 --- ItQ 11 12 DRAWING IS LESS CLEAR THAN --�` THIS NOTICE IT IS DUE i') THF QUALITY OF THE ORIGINP! ''. DRAWING. ----- - — - ---- - — — — -- oe ez ez c2 sz ,z sz ez r z Iz oz SI 91 LI 91 !1 rl tI 21 11 01 6 e c O s� �r d e1... z 101.12 �►11IINIInNlnulunlnnlnRIIN11NrIINNIIIUIN111u11INNbiNI1NIII1n1uN1nUIN11IIIIlII1lIII111IlUlIl1'1INI111NIII11111111IIIIIIIIIII111l1NUIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIl1ItUuINNhnILInIIIIlIl111IlU1lHWlllllllll�IllWllllllll1111IIIIlIIWIIIH - ,„ APRIL 1 . 1991 t. x O U �.. 41t W N O U: Wt Q) { w m Z w I 111 U) d N z Z W ? u� I { 11J A z - a 0c)�- o" . .. - 142 -a" - 2 CC (OUT TT p OU ) `� _ � 0 > rn (n :Dto 00 0 U U � C) ® z N iad i .� > I � �, GUL -- ----- ---_ - – -- _— _ - _ _ _ 1– --- :� I Il II Ii I II ! II it ( 0 , EE K-4 N ,IIS 4I I I f j I oII I QI ' i •� m I I �' I i ( I II II II� II II I II ILD 7.01-0 0 CL IT- II I I I { II I II I lig ° II ii i I i i I I TL_�__,r i ! POUR II s-rR►P I I �.` -I I I +t- JII i i II I II iI II I II I ItI -I a �► I �I I �� I � ,i I I S I I -; �I ► 1 1 �i o I I 4 1 0l I o D I I; I i I �I ► I IN! j � ► I I I I �I � I ( •�. II I �:; I I I I I► !1 I ► cc I i . I I i ,�I Q I o m i I I I J P►P I I ;N� i + i uj W I I I I ► I ► , I I i ,� i I I 1 I ► I � II I I I I I� I '3 g-3LL F5. �1 — 11 TI .���•�I II. =No -_:.,�1 -_�„,�_�rY, -���iyR.1_"I.GAK-Claj�—�-�L.n.•I.•tII{II!iI I►I I__1(7f3-�CI 11011I”-rr•- !-.1�1 ll'►I,III,.�IItIIII 1I,III III iIIIi i I III 3_.-=1mo.i(-5"pG�1.I IIIi I1I I.r(`(LIi III_,-r I e��-,o 01n IlIf I�I 11IIIIILiII!I_ r _Ir 0���1II_�II 1.►II Ii Ii(Ii I II_�•r_1_1 I l _1 I,�I',I3.1II.1I'1I.I,I��S�o1I.1�1-.1•,n111111II1L�1Ii1I11.I I 111IIIII�1II Il1i I1i I 1�-1111.1_1,111111111111I�1111111111_111_11111N1_1II(1II IIIIiI 1�11II!�i11I►I_fi tII-11111"N 1 11111'1141111r11�1I11!11-1113111'111111�1I{i1III!1lIi1Ii11IiiI1II i I 1(1II it 1U11111111I1I1II1IiI1iII 1II1I1II1IS1IU 1.I1111IIIIi III1I iII1i 1IIIII 1II1II Iil I II 1a11{1111111g11I1I(_111-113-111111111111111Z11I�fIIIiIIiI1iII III1�11III3l I It11I II I1111L11-1_T11181l11111/111I 11I 1i 1o11-1.11T1.1/1.�r111a0I.11-+1�1Z1III1Ia1III�III-1r1=I1I Il I�III11,.I:GJ111S1>1-11g11Z11D'1-T1�1_�_'1G111_1i^1I1_1S�s11Z11�I�i1I1I'(1(II 1L19IIiI{1I(I II�I 11181,_p1�`.1'..1�.1D111 11 1�)I uulu-n���lnr l�IIIIi�1 iIIilII II'IIuII1t IrIi II`nl�m-lllnR3 lh=nlI{1o1 11.1.II1fIlLI{I�I►1I1LIII�1I�IIi IiIi 11111_11u1ri111n111111u1u11aIn11nL�)IIIIII1lI IIIW,1I,IiII II II1.IIII,1i1Sa � �t11�11�61n1-1lhi11u1l1h101wp1T�1•141"u21I IIILI"IIIII!N I I1 I ' •..V�.�,I/i II IIi,IIII1._11II.1I i-iI.II Il..4_'T•J IIII IIIi LI III Ii iI f4�O1V-7 R_-N!e(�-�aPDUI2 POU 4 Ii POU IM POU POUR1II �I.I,IIiII IIII!i►It.(i!IIl II,,I II1i i I ( -I-P�_oII.�✓l_-Li / l•Ol -r�rar,,�II!II►1IilII, { -Ii rI , .0. _G U-L a Y Q+� „� � L�. , fi1 ul k,0wZOj all oil U_Q oI o ILL 1 ` I 340 ( • ( L L I4 zs 'Old I � zs Ia TYP -TYpa Lk _ LI- PDU4L. 2 WALL 8 � o � � CD 3RIGK wn _L 0 N LI q 1-c;' Q 17- r9"D I I EQUAL SaGSS FF'6FF-1591` efF '%'YP EA t�Y TY? EA 6PY O 'Z'7 Z l OrEGUnL SP�GES � 36r vu O,G, 21�- 0 DramNbRe,..v, L_IOte_Ma�_. _C F_ K ,k�e 6H d— 00 66 U 2Del* PRELIMINARY Not For Loestruction�QRers Gehlen & Assnft. G807 76 � 11111111 11111111111111111111 NOTE: IF THIS MICROFILMED I 2 3 4 5 7 9 1110 DRAWING IS LESS REAR THAN THIS NorICE, 11 is DUTo THF QUALITY Of 14.. ORIGINAI TT DRAWING. OE 62 92 L2 9z sz tiz Cz zz 12 02 61 SI P 91 SI bl EI 91 11 01 6 9 L 9 z _5 APRIL 11 1991 T TT a 4 � . 4 .'.Ii .� I I 0 o N <D � W OD r' t 0) W M Z W W 0 z H �- M (_7 w ° Z Ix x - ---- - — -An (3 (n < , I27 ©` I �9,-G �' 14'2'Oa Z 4 - L� m r UJI r � 1 J > Z00M so 0 V U ID p Z O U 0 Q N WALL -- � ' II II � II I � II II � E - 0 I I I I I � .� M � Lo a i I I I II 7" ' " r U� 20-OZu-o I I I ,�,• �- iN51pE AGE F WALL i I I U -5 - HT1 ._ _ ITIr— _ ------ �+ �_ —I� I I 7F j l 1 ' I I I I !MIA TY F' I I I I I I I I i t I ! Pou lz 5T rzl l� � � I I I T l P - I I I B I II II I _ . I I i II II II I I I ( II I I I� it I I I If ., I I o o I II &I : . �I Ii • I �I � cob , I I I QI � oI I p _ , � ► I I II � I L S I I I I I II i I I I I { I I I B 15 I� _i' -4CC -- o; 0. -� I� its Tr i I Q oc � . I �I IIPOUZ7Po R 5 I �.PnURI3 POU I Pou�2 °� I I II '� � � I I I i PDU 4 I PDU R.b f I � I I t I R I I I � I I I I I Jl i ! I I z .� , z � I II — LL I I I I $ x W � I I I I I I I I � I I . 1 ,� � � I I � I I � I4 ( 3 � I I 3 I I 13 3 I13 � I I � II I 1>J � la i I I 3 3 Q 1 4 4 I 4 4 ( I 4 1 3a I 4 I ( 1 1 r " - I QL 1S _� I TYP 0.. I a ( zs n Z II I I I S I I 15-5 I ✓3-4 I ' r3.3 13.3 � � I $- I � 13 3 I I I ( I I _. -- — L� 1.L ._ _ — - .�1 3 �1 �l — �"3 �' 3 13.4 `' z. - ---I — 1_ L_. --- — ll 1 i .�I I �I - � T I I I II I II I ► � II I I II II II I II II II I I 1.it�� .o�� I II , I I I I I I 7YP- _ Y I I I ITP Revision. 1 0 oII �i � a VIII �I SII �I of o SII �I I CID, I I a p I I p p D [� I I p l c� T ! I _� i I I I I I I � II L, II � I �, I I --� I I I I N I I I I I i I I , I II II III, � I I I I I I S I I II II o I I I __ � � I� I. I I � I I • I,I I I I III 11 �I I I I I I I I ► . I B __ .W_ _. . .�1.. �'�� 1! — --- N �•` I -_- I i3•`L I g-G. I t3-fi I � v-G I �3-1 g- �- _ - - - _._ —. - - 9 11 EQUAL SPADES I&1-0 o,G, =I '-v� _— 4 ___ - I GOL 17 II n P EFF_= iggk P �F���k _ -7' _ TYh E; iwl YP 11A DAY n 181-01 27 ��� L '.5a-Q 1 r u � � - �f Ga EQJAL PAGES � 3(v-O b,G 21 Go-O — 3Co -U 2-7 -O ,r 8 '�7VI I O H Now" my Checked By 1,;,L FEB 24 1988 Da,s��I —eh.•I TitlePRELIMINARY Kramer I Gehlen & Assoc. shn" ,�. Inc: PERMIT Ido. 88s1�o-2" A n r a,•:.r. wynrv.., .+e'WMMti«+..- �; wa-._.. — ++rw�rwwrn,,, __.—_ ;. I �. '4•IIIII�illllllllllllllllllll�lll�llllllllll�lllllllllll�lll�l�l�lllll��llllllllrllllll111111,) V III,IIIIIIIIIII1111,111111IIIIIIIII,j1111111111,111111111111111111,111,11111,111,1,111�1,11111f __.-.� - - NOTE: IF THIS MICROF1LME0 1 2 3 4 51 6 7 _ 19 9 _ 10 I1 Ic DRAWING IS LESS CLEAR THAN TH1S NO. CEI I1 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. __--- __..----- ------ Of. 82 92 12 92 S2 b2 E2 22 12 0? a1 el LI 91 SI 41 E, 21 11 CI d 9 [ 9 S� �+ b '• EI Z I"•« �MIIIIII 1111III IIII 11110IIIt111111111111111111111111111111N111,IIIuIIItu11m111111IIII111111111III IIII1111111';till,IIIIIII11III:IIIIIIIII IIII III III IIIIIIII11111111111111111Ind itIdlIII Il 11111111U4t1111111111U1111111111111 11u111n1hIu1HGll�Illuulllull�111:In61u111116111h1H APRIL 1 1991 COLUMN AND FOOTING SCHEDULE C) __ . ---- - n K MARK -- --- - - - ------ OF-- - � .EE ,� - T__-___ _- crTAI I_ I GONL GA1� L O C A T I d N - ' AS+PHAL't NuTE : -12!„ ( I , SECOND I POW rpMFIN T LOI�I6, DIM OF SASE p 0 LEVEL D ATA ----- - -- - ---- ----- - -- --- - -- - -- - -- _ 1 F2. TO &E- O Z I E NTE D a ca — � iP1 S UL TIwAATE DEAD s3I ��� - --- —_ _ __ --- - _ - - - ----- - - - --- - _ _ -- ------ - ___ - --- - - � . --- --- LS N rn AM Es Pt T tcOhl r,G LOADS _ �}4 3 K 3 v r� D '°- 1 a rte) (• 14 0 "- i O k _-- ---- - --2 5 2 K --- .�.� // AS c:G(Z 6. D ,.,Q 1 S I F [:O L V&RT 9115 N F W IV -�j-- i'c)R �L COL. SGNED III DZ 00 1 I c A` G C' G' U TY P _ a W N 0 N DETAIL -- ----- __�. _ _ __ �t, 4 :5 1SxIb 166? - i2',< 12 S12 IZIIKIZ' SQ I'' "Y I"L�Srj - � , �,\�.� _- I��VTH D iZDD z w C7 p x - H INK AND DETAILS VERTICAL * — _ _- ---. - --- — _ -- ____ _ --- - --- - — su-+�Du�.E. FyreIz NUN �a R x I �. .VE�►Nc. Nv�S Z n c _ g -*'g - '� '�t. 6 " SF.E Foal I Nv _ c I�pzcvu r MUST � Q ! W r;- cn FLAL�.D UNDER _, NUN- REINFORCING _ ___ --_---- — - - * TNICKNE,55 SINF, IN FIRST �r ar *3 c: tl b6 col- 4'�D I�.� --- ST (r) � � N I LEVEL LATERAL *-3 -wsrso TIS 5 G1.05ED TIES 3 GLU5ED -n&5 3 G1.056p TIE- I-o5 D _ 6PZ6GTION OF a m -- REINEORCING- - - — k 44o 5-7 109 ISc:► ►c 104 3 SQL aMs AND }-- cc W UL`�'IMAYF !P(o2 LOADS F� s3(. K- &ADO K - 15 K 145 17 140 K 4 �5 UIRDEiZs , o -- -` CD REEL. p� - L C� L j _ '�. � � z� 0 O DETAI L, �'�- cD -COLUMN SIZE I �';� I �' I ;'x I�" ;;Q 12 x I Z 54 ►2,X 12 s I2"� 12 s Q �,IJ c►-1 K F,0 L 0 TS U 4 N AND DETAILS SECTION z SECTION VERTICAL. -- 5 - 10 8_ Flo -- --- 6 - �1510 0, - *6 � -*e LOWER REINFORCING - - -- X 5 CL o5Ec) -risci �3�"6r--D TPF.S _ -^ G� - LATERAL #3 cw56UT►ES '�� C:L05F-L% T1 3 G L05ED ?Il s LEVEL REINFORCING (2-) S&TS (L> Sa✓Ts _ .474 tc _ 314K _ -_ _ 4-711 84K I?'�I K . a4K _ 254 k "'A MIN IIZ MArK /� x /, 3 „ 34,iMrN I�uM L LOADS TO - ---- `,(" K 4 0�'� _- --- s-7 k� 9 _ I a I K J _ " 3 o K a _ ,�,r,.__ �P S N S@ f� 4 U,c, FOUNDATION --- _ 1Y I TOTAL ULTIMATE 886 K r`.oc " g2 " ISO '` 2.32 k �c�K 4(05 .. - 31 '` „x �,2 X 1 ' 2" _ 0 LOADS _` -- 51✓� 3/� 4 ('(,LOMN SASE � J I vti4 NF-vP2E>`!6 5R& PAD DIMS,�z �A S � N (� CONNECTION 5 9 a „ ,, r r PIZ65 &$S&P7 f GALLED OUT � N FOOTINCa l� pxldJx32 131Ox1�` OxZg g'/.� t� ro X2$ F3' /aK8 � x 2P� g-(o ►cg'��c 'L$ g' lv K8-(s .r 20 II (o xll ' i. x Z4 (,ON, C6Ii:DER. - L - � V � SIZE FOOTINGSINGS BOTTOM K # ! >�Aes E.W. 13- a >�Rs g.w 9- 6 r3nes �,W. � - G goes E�,W, 9-• � PIKS E W q - � BA�a �,,w, 10- 7 >3AQ5 BIW, � AL x 8 x I (e W1(2) PKESTPESS D�, REINFGRGINU - _ — - -I d 0-- 8 - - _ . NOTES Lo NC. GIK �ER. U� -- - -- - -^ - TIES - • TizIVLL I1 _p -- o 1I�iI7 L - `A O gou&LE TIES 6 11 <v 13A�S _ a NA _ 1 wl �' I �cE Ned=- 3 I `PIES SAM �, SECTION 4- SECTION r sap, 641- J u `� 1• In 3} N I I'I, I L MA a a UQ )I poUBLC TI ,> N — TYK i: N vou{3t1e, IF 5 v 1I / , x S N Is 4 C� IO . 1-4) 101510GE /£ I I H LD F'L D of: Sf1k I DR£Ir 5SAM (� �,I • ' ©.JNEo( RE4 5Ry PAP O � J ,� 1 u.1 L_F ~ c`, c'a x (0x !8x1t;'( CL W1 eAIZS =o v . e SIE. -TIES 9 N _ - \ xs'/NS /"OG 7 — TI>✓S 0F, AT 51N6,X- 3"3 T(F --�� - CAR PST.I. SECTION :14 III: 1 0 y •: - G-ASIS PRELIMINAR),' of For Constructic., '1- 9GDNT 7 24 WALL -- SECTION e ; Kramer, Gehlen & Assoc., Inc. �1 I +r• � ASPHALT _ + Ar. � J � 0- CON(, MIX I71-I Q D+ewn 6y Checked By Lj a �� o - -- q w 1 Z 'pc, �T .�' S I K A GW UT AID FtkJ 24 08 0 U 1 �� �, " � �_.'^—. • e I -9 ,lob No. Del• _ — 1 lC —_ .- ♦ v _lot • o „ 1_ m x � 44 �;, I Z �� \ I� „ a 3! N (,.O � � I *�J?IE,S® 2 'U G � .._. PL/�STIL SI-�I MS 1 n J b M � a' s/,.e! •Iue x , , #4 (o� fZ r),c.x O ---- ll 11 - r * -- _ _ _ �� ' 11N061Z "'-SDS .1 r,�' w 4) -�5 CONT. Ip x - pA 1-4 V- . - . p 4" Oil 1n 1 @ - + --t • •- ,9 2- *q vrlbtr 4 (iIZ -14 TIES (�a 4 - 3 CONT „ / I '� ! \ L 12O,G- LLr �JJ n 1 / 9 _-- 9 PLAN I c�� DETAIL i i DETAIL d _ 4tq Tof, Sar - ' � SECTION DONT T�p� ,�� � SECTION 4 1 7 (L, gE7 WW 60L6 ATOP S4 � 1 f �a N r5 g41 .! Fj OF 6 A. ...,.'r".fi14'm•I4a .. _.....,,, ,.. -. _.. ..._-._..._.._.--.7,..,,,. .,,.,,+n,.,..,...,- y..... rn.,,wM.-+..m...+ww.*m+ems..,+,wl+n+w« sxrcwr+ns.erin..v...vw... . +,..,,•..,n,... , iF111►IFIIIIIIIFIFIFIFIFIFI111�11111111111Jill 11111111111111111111111)IIIIII IIti111111111111) I111111111111111I1111111111111111FIF11�11F111F1FIFIFI,IFIFIFI111IIIIIIIIIIIIII111111111I►I1111111 1 2 3 4 5 6 7 B 9 t0 II 12 NOTE: l F THIS MICROFILMED ` ---" "-- -- --" -` "` ---_ DRAWING IS LESS CLEAR THAN U THIS NOTICE, IT IS DUE TO ► AI ITY OF THF ORICINAI DRAW L - ---- — - — OE 6Z 92 12 92 SZ b2 f.2 ZZ IZ 02 fl dl 0 91 SI b7 EI Z II 01 6 9 L 9 Ili,Jill Jill III HIIII III NhnIInHINI►Ilmlunlunlm►Inllhn►l►►ul1►.FI►u11nllhmhullnulnulnlllnll�nHhulhlulutllnnlnnl►IIJII1IInnillnlu+dullluldual��nllnlluuh111�llulu+Ilnnhndunlunhudlr�l !►IuuIInllwlillulnull�lllllulun APRIL 11 x. 991 . .w 34 1 10 STiNieIIPS(pIZ"O,G, BgTIKItUPS Ia 0,C, •311KK0F6 Le20"o,C.. � B1,T12KUPS (VIP,& 10 S1rIIzK.UPs2016. - n SL A B (r`f I' ) � 3 '60e �" 7" 4 nG V C. A4,1 5TP 4510" *cam CIO NT I O 0 Toe CV _ - L � N 7' O -TU P LOT-- -- I I W co l0 MI ELEVATION __- - - IS=� _ - ,� � ZUR ,- I . uj TYP O ca .N z � at I o G 10- 2 4., C�AN z w z 1�q" IDSTKF: upSf�►2"UL. B STIRRUPS Ib��U,L- S'fIRRUPs � 2D' o.L � -jTIKKwPS(S I('O"o,G, IosTIlzlzuPs (� 12"U - _ - I , S �A. w � _ - - J to 1 �i• •0 to 4 2 _ n S7��NDS ` - 14 'L S� r�Tlz A(�1DS 1O ¢ (} cv 2 �' r� ST , u #4 �T I I iz U P S ,r,I I I'-�" *4 S'f I K{�U P * � ap NuT E G1R�L -2 &RADE 40 fnLl -- GRADE q0 11 „ 4 �-t ILZK�rS I-- 2 OC 1 IRRupS - 2 •OS 40 -� = W z) ENCi- TYP) 11 D J } tD I z 0 U II SECTION 2 _ ECTION_ Io=o" 101!.ON Pj67WN �,vL ,;L rY� SG - 31� $eTWN C,a _�_� "_� _ �� co SRI WAt_L y MAX EA END ?��P� rn (,OKI G.I P _- t NOT Ei 5LA 5 y t3E-AM MUST { F PIC-Kt�D ELEVATION - -- -- DASHED LIN 4.S INDICATE (6;11 � 'La" r�'�. ( (� AA`` -rv-^NSPo2TfsG W/ eNDS ` - RUW OF TE.I�1C)0WS70 16E C�IiZpEfz "4x 3-D DOWEL' W ►nAx I'-��„ NT �,2EASED AND WR.APP�p • " y a Q 24"0,G, C•2Al;t. E .�.� RZOM IST cit-4 (TYP,� 4 1 N FlEL,12 v�END ►N10 `�i nr_ '� N FIZ o M E h. E til ID) 1 ; 94. 34 - 012 i a) C IOS11cRUP',oIZ°v.C- ZTIK�UP� l� U.c u�'�TIRIZuPraV- 1'C."-,�, _- - ) � G ► p ._ UNC. SLAE� __. 3 I I Cot-4T N L .r45TI1Z1ZUPS Ii5 ,M r_ rl veAp>✓ 4o J 10 -Z"'a STRA�ID� I N _ _.__ _ • •J- r _�____ 14 _ 2"+ STfzANDS { �1 o SEG rMLrOV 1 � i ? I I ELEVATION - - - - 5 SECTION NTSuj 18 x i 8 !-Ole u -- - SECTION _ I � c) i Mffj Z a Q �e Q j Z a C I ✓ 1 � t� ELEVATION I NTS' i D 14 STIkWL)PS c. 10"0,L, �JrIRRuPS to zo"o,G, 14S?IIZRUPS IUSTII"zRUpS -_-- __ _-_-�_.__._ _ Q IC7 O,c,, 10 ST1RRur"5 J , 1 pgrl•Ion i 1�0 & Of 1-4 ELEVATION Drawn SY CA•ckW y FSI.- FEB 24 Job No. D•1•—^^ Sh••f Title PRE-LIMINARY t I ca C ,�: 1_, , .. $,...� No.tint 1 Kramer, Gehlen & Assoc,, Inc , Z' f ERM I T N0. 88032Z, Of 6 nF 6 --------- --- �,.: _. „__... ...................._...,_._.v......,...._...., .,..,m..,_.,.,,.,.«,.,,.... ............ ..,.... -.e.-..,.,.nr.,.,.......«...M.a...r.«..,...,-,.+u,.............n...,.... .. _. _ ,M r�n...,..r.«.. ..,,.-..._._. .._..., Jakob- MIRIAM e, t rfi:taJdfl' Eli: r1111,11,1111 it 111 1111111 I 1111111I 1111111(IIIIIII I III II11111(11111 r1 1111111 1111111 11111) 1111111 1111111 11111!1 11111!1 111+111 IIIIIII 111111111111111 IIIIIIIIIltllll IIIIIIII1111111 NOTE; IF THIS MICROFILMED DRAWING 15 LESS CLEAR THAN THIS NOTICE, 11 IS DUE TT) • THF QUALITY OF THE ORIGINAL --_ _----_------ -- ------- �* DRAWING. OE 62 92 LZ 92 %Ia rz EZ ZZ IZ 012 61 81 LI 91 91 41 EI ZI 11 01 6 0 l t S It, C Z I"•"• 301( n1IIInInnl•luhmllnlhminnlmllullhfnllnlhmllnllwt�llldmllfnlh►ulllulu111IlUI1IIlllullunitntlu11111u111�1IIn11hI�INalsnlllllhlH�lU111Nl�lllllNII�IIIIIIIII�IIII)IIII�IIII�UII�u1IINuIIu11u11I1111I11;11NW1111�111IIllllllllllll11Iu11II111i1WI11H - .__ APRIL 11 1991