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10260 SW GREENBURG ROAD-42 l I LIVE LOADS S�'�'j2UCNIIURAL S'1'E.8L�1 N.O MI5CE , ANF.Q_t1S _IRON TABLE 1-STANDARD HOOKS ROOF. . . . . . . . . . . . . . . . . . . . . . . . 25 LBS. PER SQ. FT. (SNOW BUILD-UP LOADING AS PER SAW 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36-85. 2. THE PREF;TRESSING FORCE SHALL BE DETERMINED 1 BY Detailing SNOW LOAD ANALYSIS) 2. STRUCTURAL TUBES SHALL CONFORM TO ASTM A500,GRADE B,FY=46 K.S.I. MEASURII;G TENDON ELONGA'T'ION AND ALSO (2) EITHER BY Dimension A orkG Dimension FLOOR. . . . . . . . . . . . . . . . . . . . 50 LHS. PER SQ. FT.LIVE,( 3<'> 1-'-F FlKC CANE :3. ALL FABRICATION, ERECTION AND IDENTIFICATION OF STRUCTURAL STEEL CHECKING JACK PRESSURE ON A RECENTLY CALIBRATED -� FLOOR PARTITION ALTAWANCE. . . 5 LBS. PER SQ. FT. SHALL CONFORM 'I'0 AISC SPECIFICATIONS. GAGE OR BY USE OF RECENTLY CALIBRATED DYNAMOMETER. d U ____11___11 ---.-..._---•--•� WIND. . . . . . . . . . . . . . . . . . . . . . . . U.B.C. BASIC 80 MPH EXPOSURE B 4. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. ANY DISCREPANCY WHICH EXCEEDS 5$ SHALL BE db I - b AorG 12db SEISMIC. . . . . . . . . . . . . . . . . . . . . U.B.C. ZONE II 1985 EDITION A. ALL WELDERS SHALL BE CERTIFIED UNDER AWS SPECIFICATIONS• CORRECTED. ELONGATION REQUIREMENTS SHALL BE BASED 4dbo► _1�•___-- -1 ALL WELDERS SHALL BE CERTIFIED BY CITY OF PORTLAND ON LOAD-ELONGATION CURVES FOR THE STEEL USED. THE 4db r 9Up l STRUCTURAL FILL, � 0ACKFtILL 5 SHEAR CONNECTORS SHALL CONFORM TO ASTM STANDAI.... CONTRACTOR'S INDEPENDENT CUR DEN'1' TESTING AGENCY (AE ALL FILL AND BACKFILL PLACED IN THE BUILDING AREA AND BENEA'T'H PAVED 6. ALL HIGH STRENGTH BOLTS, MATERIAL AND INSTALLATION, SHAI,t. CONFORM CONTRACTOR'S EXPENSE) SHALL KEEP A RECORDOF GAGE 1800 O I T SURFACES SHOULD BE DENSELY COMPACTED. SUCHFILLING AND BACKFILLING TO ASTM STANDARD. PRESSURES AND DYNAMOMETER READINGS, AND MEASURED O tnMh1E:NDF:11 END HOuhti, Al.l.i:R:111fa --�� (01.1 SHOULD BE ACCOMPLISHED AFTER PREROLLING WITHIN THE $U� HI•:r LDING AND PARKING A. BOLTS SHALL CONFORM TO ASTM A325. ELONGATIONS FOR EACH TENDON. SUCH RECORDS SHALL BE tV AREAS OR FOLLOWING OVEREXCAVATION IN FOOTING AREAS, THE STRUCTURAL 7. ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLFinished TS SUBMITTED PRIOR TO CUTTING OFF OF TENDON ENDS AND 0.0band CV FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES IN UNLESS SHOWN ON PLANS. THICKNESS AND THOROUGHLY AT THE END OF EACH DAY. IN THE CASE WHERE THE Bar diameter 180dughooks s0rleghnuAs U� Uj CO COMPACTED TO A DENSENON- 1 , YIELDING STATE. A 8. ALL COLD FORM MEMBERSMATERIAL AND FABRI , CATION, SHALL CONFORM TO DISCREPANCY BL'TWF.EN GAGE PRESSURE AND ELONGA`1'TON at a D. in A or G, in I, in A ur G. in (� _ DENSITY EQUAL TO AT LEAST 95 PERCENT SHOULD BE ACHIEVED FOR ALL FILL U.B.C. STANDARD NO. 27-9-76. PLACED ON T11E SITE. EXCEEDS 5$, FiN.ERE CORRECTIONS CANNOT BE MNUE BY VERIFIED 3 t1'SHE ADEQUACY OF THE FIELD COMPACTION SHOULD BE ORDINARY METHCUS CF RELEASE AND RESTRESSIN.1 WITHIN #a 5 LIJIli U. Z BY RANDOM FIEN LD DENSITY 'TESTS. THE MAXIMUM LABORATORY LENSITY 9. ALL WELD INSPECTION AND TESTING SHALL CONFORM TO THE MINIMUM ALLOWABLE GAGE: PRESSURES, ALL WORK ON THAT MEMBER r4 e 4 tl (jJ#5 7 5 t0 Il F- � SHOULD BE IN ACCORDANCE WITH THE MODIFIED PROCTOR COMPACTION PROCEDURE REQUIREMENTS OF THE U.B.C. SECTION 306 AND CITY OF TIGARD SHALL BE SIUPPED AND ALL DATA SUBMITTED TO THE #5 +, 7 5 1.0 ( . O (ASTM 1RAL F70) . ENGINEER FOR RESOLUTION. #7 l0 7 1.2 UJ 0 STRUCTURAL FILL SHOULD CONSIST OF REASONABLY WELL-GRADED SAND, SAND AND 3. THE TOTAT. LUSS OF PRESTRESS DUE TO UNREPLACED MB t 17 n 1-4 0 hJ Z GRAVEL OR CRUSHED ROCK. TO FACILITATE COMPACTION, PARTICULARLY DURING MASOImt BROKEN 'TENDONS :;HALL NOT EXCEED 2$ OF THE TOTAL #0 6111 1-3 113•. 1.7 pC = WET WEATHER CONDITIONS, THE FINES CONTENT OF ANY SOIL USED AS 1. ALL HOLLOW CONCRETE MASONRY UNITS SHALL BE HALF SAND PLUS HALF PRESTRESS. Nlo 1031, 1.5 1.114 1-10 W H N STRUCTURAL FILL SHALL BE LIMITED. THE FINES CONTENT IS DEFINED AS THE PUMICE GRADE N, 1000 PSI 2-CELL UNITS CONFORMING TO ASTM C90 D. SHOP DRAWINGS= SUBMi ' ONE SEPIA AND TWO BLUEPRINTS OF NII 12 1.7 1234 2-0 r PERCENTAGE OF SOIL PASSING A NO. 200 MESH SIEVE BASED BY WEIGHT ON THE EACH. DRAWINGS TO BL .SEALED AND STAMPED BY A LICENSED #14 1111 2-3 1-934 2.7 MAXIMUM MOISTURE CONTENT 25$, � MINUS THREE-QUARTER INCH FRACTION AND USING THE WET SIEVE ANALYSIS. 2. ALL BUILDING BRICK UNIT'S SHALL BE 2500 PSI UNITS CONFORMING TO STRUCTURAL ENGINEER FROM '.:HE STATE OF OREGON. r In 24 1 3.0 2-414 1 :15 DURING WET WEATHER CONL•ITIONS, THE FINES CONTENT SHALL. BE LIMITED TO U.B.C. STANDARD NO. 24-1 GRADE MW,SW 3. SUBMITTIsIS: Z - M SS THAN ABOUT 5 PERCENT. DURING RELATIVELY DRY WEATHER CONDITIONS, 3. GROUT FOR ALL REINFORCED BRICK AND HOLLOW UNIT MASONRY WALLS E HALL A. ffU Dj2 AMQ,!_, SUBMIT SHOP DRAWINGS FOR ALL WORK UNDER 12 dr for Nd,r%,Ntl l STIRRUP AND TIE HOOKS 135-DEG SEISMIC STIRRUP/TIE HOOKS J "2 � 1 1 THE :'INES CONTENT COULD BE AS HIGH AS ABOUT 15 PERCENT, PROVIDED THF BE 3/8" AGGREGATE CONCRETE WITH A28 DAY STRENGTH OF 3000 PSI WITH THIS SECTION. THE SHOP DRAWINGS SHALL INCLUDE THE fid. N3,r4, rs } IRT C7 MOISTURE CONTENT IS CLOSELY CONTROLLED AT A LEVEL NEAR THE OPTIMUM INTRUSION AID ADMIXTURE EXPANDER APPLIED 4 OUNCES PER SACK OF FOLLOWING INFORMATION: or2rhin.in,nimum Hook rl FAor k n MOISTURE CONTENT FOR THAT SOIL. CEMENT. SLUMP SHALL Bir 7 TO 8 INCHES. 1. CENTERLINE OF PRESTRESS FORCE WITH OFFSETS U It (n "Bit Aorta fl ta 1tp4. ALL Mr1P.'A:2 FOR REINFORCED MASONRY SHALL BE U.B.C. TYPE S 1800 INDICAT'EU AT MAXIMUM 3 FOOT INTERVALS. It � '' l ZQ11 1. FOUN PSI C' 'MPRESSIVE STRENGTH AT 28 DAYS WITH THE FOI,IOWING 2. DIMENSION TOLERANCES F'OR LOCATING• t 6db or J, H H C U 1. FOUNDATION SIZES ARE JASED OP A TOTAL LOAD BEARING SOIL PRESSURE PROPORTIONS: 3. TENDON LAYOUT AND DIMENSIONS LOCATING 'TENUOUS IN p 2;rz" c O Z CEMENT - 1 PART THE HORIZONTAL PLANE. c 2 c .� , Min. D Cn c ° 10d/ D U Q Q N OF �O LBS. PER IO FT. 4. TENDON PROFILE SHOWING CHAIRS, CHAIR HEIGHTS, A v ' -AorG - 4 E \ .r > 2. FOUNDATION ELEVATIONS SHOWS ARE TO TOP OF SLAB uk ASPHALT AND ARF. LIME - 3/4 PART MAXIMUM BASIC BID ELEVATIONS. SAND - 4 PARTS MAXIMUM LOCATION OF TIEING STEEL AND OTHER INFORMATION C, QI db Q of ql 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. 5. ALL MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIO14ED BY REGARDING METHOD OF SUPPORTING TENDONS. D D db db 4. ALL FOOTINGS SHALL BE FOUNDED ON ENGINEERED FILL COMPACTED TO ACCURATE MEASUREMENT. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. 5. JI.CKING FORCES AT ANCHORAGE. 'TEMPORARY JACKING x' I f MINIMUM OF 95$ AASHTO T-180 DENSITY. 6. I' - SLE SPECIFICATIONS FORCES. _ _ _ 5. ALL FOOTINGS SHALL BE CLEANED OF LOOSE ANU WATER SOFTENED A. ONE MORTAR TEST, ONE GROUT TEST AND UNE PRISM TEST SHALL BE 6. RTQUIRED ELONGATION AND ELONGATION CALCULATIONS. Beam Beam MATERIALS AT WET SUBGRADE CONDITIONS A 4 IN.COMPACTED PAD OF 3/4 TAKEN BY AN INDEPENDENT TESTING COMPANY FOR EACH 2000 SQ. FT. 7 M' ,<IMUM HORIZONTAL CURVE OF TENDONS EQUAL TO OR INCH MINUS CRUSHED ROCK OR 2-1/2 OF LEAN CONCRETE SHOULD BE OF WALL AREA. GREATER THAN A 24 FT. RADIUS OR A SPLAY OF .1 IN 10 INSTALLED "IMMEDIATELY FOLLOWING FOOTING EXCAVATION. 7. SPECIAL I14SPECTION WILL BE PROVIDED BY THE OWNER FOR THIS UNLESS NOTED OTLiERWISE. 900 1350 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW THE LOWEST ADJACENT S'T'RUCTURE. 4. FORIt � 1• [� FINISHED GRADE 8. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO A. ALL FORMWORK SHALL CONFORM TO THE REQUIPEMEN'TS OF Stirrup dnd lie 135 deg stirrup-tie - �'•/ 7. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING ALL PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. THE ACI FORMWORK BOOK-CONCRETE FORMS-AND AS SPECIFIED hook dimensions, tn.' hook dnnensun •, if, ' „�„„ EXCAVATION TO NEAT LINES. 9. EXCEPT AS OTHERWISE SHOWN REINFORCE ALL MASONRY WALLS WITH THE HEREIN. 90 deg hook 1'15-dog hook 135 dug li"ok E � /� ' 0 8. BOTTOM OF FOOTINGS SHALL DE STEPPED FROM ELEVATION TO ELEVATION AT FOLLOWING MINIMUM: B. STRESSING ASSEMBLIES AT TENDON TERMINALS ARE TO BE V/ r 2'-0" HORIZONTAL TO 1'-0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO 6" NOMINAL THICKNESS PLACED EXACTLY AT RIGHT ANGLES TO THE TENDON AND ear 0, if. If V #4 @ 4811 O.C. VERTICAL @ CENTER OF GROUTED VOIDS size in A or G A or C approx A or G dpllrox. EXCEED 1 VERTICAL TO 4 HORIZONTAL WHEN APPROVED BY THE ENGINEER. ACCURATELY SECURED TO THE FORMWORK WHICH SHALL BE L UJ 9. TF1E FOUNDATION INVESTIGATION REPORT SHOWING LOGS OF BORINGS AND 2 - #4 HORIZONTAL IN BOND BEAMS AT 4811 O.C. DESIGNED TO WITHSTAND ALL IJ.' -:RAL FORCES AS INDICATED ON #3 113 44 21J 5 V OTHER PERTINENT DATA IS AVAILABLE AT THE ARCHITECT'S OFFICE FOR 8" NOMINAL THICKNESS FABRICATION AND PLACEMENT DI, 'AILS. #4 2 412 41'z 3 tl1/1 4i' INSPECTION BY ALL QUALIFIED BIDDERS. #5 @ 48" O.C. VERTICAL, @ CENTER OF GROUTED VOIDS05 21,2 tl 51'4 J C. THE FINISH OF EXPOSED CONCF:I 1'E SHALL BE AS SPECIFIED IN "4 d 51 4 #B 41,s 1.0 734 41,v 10314 01:s 2 - #5 HORIZONTAL IN BOND BEAMS AT 4811 O.C. SECTION CAST-IN-PLACE CONCRETE. #7 51/4 1•2 9 514 1-01'3 73/4 SITE PREPARATION 10. EXCEPT AS OTHERWISE SHOWN REINFORCE AROUND ALL OPENINGS WITH 2- D. TIME LAPSES FOR REMOVAL Of' FORMS AND SHORES FOR POST #8 6 1•4 101'. n 1'214 1) 1 PREROLL THE AREA WITHIN $UILDING AREA AND 5'-0" MINIMUM AROUND WITH A #5HORIZONTAL Al' hEAD BY OPENING PLUS 4'-0" AND 1 - #5 VERTICAL ATTENSIONED WORK SHALL BE AS NOTED ON THE: DRAWINGS, BUT IN EACH JAMB BY OPENING PLUS 4'-0". 40. ;. �a HEAVY VIBRATORY ROLLER MAKING AT LEAST 3 PASSES OVER THE ENTIRE AREA. NO CASE SHALL SHORES BE REMOVED FOR MORE THAN 3 so,and a0 ANY AREAS WHICH EXHIBIT EXCESSIVE WEARING OR DEFLECTION UNDER THE 11. EXCEPT AS OTHERWISE SHOWN DOWEL ALL MASONRY WALLS TO FOUNDATION CONSECUTIVE FLOORS BELOW A Nli! POUR. WEIGHT WALLS WITH 1 - #5 DOWEL X 4'-0" @ EACH VERTICAL WALL BAR EMBEDDED WEIGHT OF THE ROLLER SHALL BE OVER EXCAVATED FOR A DEPTH OF TWO TO 2'-011 INTO CONCRETE. 5. NLAC1N9. THREE FEET AS NECESSARY TO REMOVE ANY UNDESIRABLE SOILS IN THE AREA AND A. PLACE POST-TENSION CABLES WITH A PARABOLIC PROFILE, BACKFILLED WITH CLEAN, WELL GRADED SAND OR SAND AND GRAVEL MATERIAL. 13. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE SHOWN. 13. PROVIDE 2'-0" X 2'-u" BARS AT ALL CORNERS AND INTERSECTIONS FOP UNLESS OTHERWISE INDICATE", CONFORMING TO THE CONTROL 1 ALL WALLS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. POINTS INDICATED. DIMENSI IS LOCATING THE PROFILE APPLY CONCRE'T'E - CjCST N_EL _ TO THE CENTER OF THE CABLE. ��► 1. ALL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED 14. PROVIDE BAR M SIT?ONERS FOR ALL VERTICAL REINFORCING. COMPRESSIVE 15. PRO'T'ECT ALL MASONRY UNITS STORED AT JOBSIT'E AND ERECTED FROM THE H. LOW POINTS OF THE CABLES ARE AT MIDSPAN UNLESS OTHERWISE INTERIOR SLABS STRENGTH OF 3000 P.S.I. FOR FOUNDATIONS AND NOTED. INTERIOR SLABS OtJ GRADE. ELEMENTS. 3000 Y.S.I. FOR OTHER CON.RETE EXPOSED TO ELEMENTS C. TO SECURE IN PLACE AND HOLD IN ALIGNMENT, SUPPORT ANC) 4000 P.S.I. FOR POST-TENSIONED CONCRETE SLABS GENERAL TIE POST-TENSION CABLES AT MIDSPAN, 1/4 POINTS AND AT TABLE 12-TENSION LAP SPLICE LENGTH(IN.) FOR GRADE R0 BARS OTHER THAN'I'OP BARS,* IN __._.--...- -.---.-.----- 5000 P.S.I. FOR COLUMNS 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. COLUMN LINES AND AT ADDITIONAL POINTS SUCH THAT THE NORMAL WEIGHT CONCRETEt 4000 P.S.I. FOR WALLS 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, STRUCTURAL MAXIMUM SUPPORT DISTANCE IS LESS THAN FOUR (4) FEET ('lass A,IT,and C splices for bars spaced less than if in apart; STEFLr 14ETAL DECK PRE-CAST CONCRETE Mr.MBERS ANI) PRESTRESSED D. IN ORDER TO PROVIDE SPACE ON THE EDGE FACE OR ACCOMMODATE THE STRESSING EQUIPMENT, THE MINIMUM SPACE I{at r 3111111 pvi /,' � 4W11 psi !•,' _ `•ilnll0 pat ! 1i1Nx1 psi 2. A MINIMUM OF 4 _ CONCRETE TEST CYLINDERS SHALL RE PROVIDED MEMBERS AND SHALL $E REVIEWED PRIOR TO 1'ABRICATICN. SUBMIT 1 BETWEEN THE STRESSING CABLE AND ANY OBSTRUCTION IN THE size A B C A 8 C A U C A H C FOR EACH 100 CU. YARDS OF EACH CONCRETE STRENGTH. CYLINDERS SHALL PRINT AND 1 OZALID REPRODUCIBLE FOR APPR--VAI OR CORRECTIONS. FACE SHALL BE 811• #3 12 12 15 12 12 15 12 12 is 12 17 15 BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 @ 28 DAYS AND 1 PRIOR TO 3. FIRST FLOOR SHALL BE PERMANENTLY '._ wCHED TO WALLS PRIOR TO E. PLACE STRESSING END ANCHORS AND DEAD-END ANCHORS AT #4 12 le 20 12 16 20 12 18 20 12 16 20 REMOVAL OF FORMS FOR SLABS AND BEAMS. BACKFILLING AGAINST STRUCTURE. RIGHT ANGLES WITH EDGE FORM IN BOTH DIRECTIONS. #5 1s 20 ztl 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH ASTM 4. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE t5 20 28 15 20 ze 15 20 n F. CUT BACK WRAPPING AT DEAD END ANCHORING ENDS BEFORE #6 19 25 V to 23 31 18 21 31 lit ;:3 fi SPECIFICATIONS. FORCES UNTIL THE ROOF AND WALL UVVI'' '1AVE BEEN PERMANENTLY CONCRETE IS PLACED TO SECURE FULL CONTACT $ETWEEN #7 20 3: qa 23 30 39 21 27 38 21 27 ae 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI ATTACHED THERETO. #8 3L 48 too 30 39 5> 27 3s 48 24 32 42 MANUAL OF CONCRETE PRACTICE 982 EDITION AND SPECIFICATIONS. 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER ANCHORING DEVICE AND CABLE IN ITS TENSIONED POSITIOII. 6. ' RES #9 44 57 75 38 19 85 34 44 31 40 53 7:1 I ' - AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM OF WALLS AND SLABS. CONTRAC'T'OR SHALL OBI' !!- STRUCTURAL ENGINEER'S IND: 010 58 73 95 411 113 112 43 59 73 3N 57 'i7A. UNLESS OTHERWISE INLiCATED, DO NOT START STRESSING UNTIL #1t 88 ee 118 sv 77 lot 53 119 a0 at+ r1-+ tit:'. THICKNESS OF DEPTH AS FOR ADJACENT AREAS UNLESS OTHERWISE SHOWN. REVIEW ON DETAILS OF ALL, CONSTRUCTION JOINTS PRIOR TO CONCRETE HAS ATTAINED COMPRESSIVE STRENGTH SING UNTIL V 6. SHORE AIL BEAMS UNTIL JOB-CURED CYLINDERS INDICATE A MINIMUM CONSTRUCTION. WITH EQUATION 26-1 OF THE ACI 301-83 CODE CERTIFIED BY Class A. N, and C splices for bars spared 5 in or more apart# AVERAGE OF 100$ OF THE DESIGNATED MINIMUM CYLINDER STRENGTH. TEST CYLINDERS. tier f,' = 3000 psi r an(w psi = sarw psi 10'' r;unn poi ri�rl 7. CAMBER ALL SLABS AND;'BEAMS WHICH ARE NOT PRESTRESSED UNIFORMLY FOR B. KEEP A COMPLETE RECORD OF ALL JACKING FORCES AND We n r1 c A II c u r, n IT c A RATIO OF THE CLEAR SPAN DIVIDED BY 480 = L/480 AT CENTER OF SPECIAL', 1NSPEqEj_QN ELONGATIONS SHOWINf1 PROCEDURE AND ORDER ItJ WHICH 8. 1. I MEMBER. SPECIAL INSPECTION SHALL BE CONDUCTED BY A SPECIAL CERTIFIED INSPECTOR STRESSING IS PERFORMED FOR EACI. SLAB. 0 ##3 72 iz 12 12 12 a 12 12 t2 t2 1z 4 12 12 16 12 12 to 12 12 12 12 18 j SLEEVES THROUGH BEAMS AND SLABS FOR MECHANICAL LINES SHALL BE CERTIFIED BY THE CITY OF PORTLAND AND EMPLOYED BY A CERTIFIED TESTING C. USE MECHANICALLY POWERED HYDRAULIC ACTUATED STRESSING #5 12 18 20 12 18 20 12 18 20 12 180 FABRICATED FROM STANDARD WEIGHT STEEL PIPE WITH ANCHORS AS LAB. JACKS EQUIPPED WITH RECENTLY CALIBRATED PRESSURE. GAGE. 111 2a j APPROVED BY THE ENGINEER, UNLESS OTHERWISE NOTED. THE FOLLOWING ITEMS ARF. TO BE INSPECTED: SUBMIT CA LIBRAI'TOfJ CURVES TO THE AI4CI11T9 0 re 15 zo ze 14 19 24 14 19 24ECT AND #7 21 27 38 10 24 at 17 zz 29 17 19' 14 24 1. ALL CAST IN PLACE CONCRETE RECALIBRATE AS REQUIRED BY THE ARCHITECT. #e 28 36 47 24 31 41 zi 2d 38 zo 25 33 2. ALL PRECAST CONCRETE U. DO NOT WELD AROUND TENDONS. AFTER THE TENDONS HAVE BEEN #t) a5 46 60 30 39 52 27 35 40 25 32 42 f ��q CONCRE'L'E - PRE-CAST 3. ALL PRESTRESSED CONCRETE STRESSED, BURN OFF THE TENDONS APPROXIMATELY 1/211 INSIDE #10 45 50 78 38 so 65 34 45 511 32 41 54 o 1. ALL CONCRETE FOR PRE-CAST CONCRETE UNITS SHALL BE NORMAL WEIGHT 4. ALL BRICK AND MASONRY THE FACE OF THE CONCRETE. TAKE EXTREME CARE NOT TO HEAT #11 55 71 93 47 02 Of 42 5e 72 39 50 lift � �••� AGGREGATE CONCRETE WITH A MINIMUM 28 DAY LABORATORY CURED 5. ALL SOIL PRIOR TO CONCRETE BEING CAST ON IT UNNECESSARILY. i ata.. ANY OF THE ADJACENT COMPONENTS APlhcahlr Int conical ban In walls or tied columna and tFor general use where bar sparing ip less ''.an a +n, and I COMPRESSIVE CYLINDER STRENGTH OF 6000 P.S.I 6. ALL SOIL DURING BACK FILL AND COMPACTION E E. WHERE SLIPPAGE: OF MORE T}IAN 1/4" OCCURS AFTER RELEASE, lot horizontal t•Jr9 with 12 in or less of concrete cast in the side cover in the plane of the hue Is less th,..r in. I 2. PRESTRESSED RECTANGULAR BEAMS SHALL BE MANUFACTURED BY AN STRESS THE TENDONS AGAIN. inrmbe.r he!nw the reinfurrement. Far bars enclosed to standard §Applies where lateral sparing rivi-en bars is equal In or I 0 � APPROVED FABRICATOR TO THE DIMENSIONS AND RE114FORCING AS F. IF PROPER ELONGATION IS NOT REACHED AT THE SPECIFIED cotomn spirals. Ilse 075 linea the values tabulated above, but greater than a in and there is at least :1 in clear between the SHOWN ON THE DRAWINGS. MANUFACTURER SHALL SUBMIT COMPLETE 'OST-TENSIONED R1:LNF91MMENT u C FORCE, THE TENDON IN QUES'T'ION SHALL BE STRESSED AGAIN nrl Iran than 1�tit (a,.e of the member and the edge Ill the bar, measured in the SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURING OF UNITS. (Longer splices for lightweight aggregate concrete art gener• direction of spacing i < AFTER SUFFICIENT LAPSE OF TIME FOR STRESS EQUALIZATION. L A. UNITS SHALL HAVE. A ROUGH RAKED SURFACE FOR MAXIMUM BONDING OF TERIALS G , ally required,depending on lentil@ splitting strength t_ ! S'I'I4F..,S EVEIJLY SPACED TENDONS IN THE S1JCB PRIOR TO e �+ TOPPING SLAB. POST-TENSIONED REINF014CEMENT SHALL CONSIST 04 11/2" DIAMETER HIGH- STRESSING BANDED TENDONS, +. PRE-C,4ST TILT-UP WALL PANELS SHALL BE CAST TO THE DIMENSIONS STRENGTH STRANDED, STRESS RELIEVED 7-WIRE CAbLr. , CONFORMING TO ASTM H. POUR STRIPS ARE TO% BE POURED 60 HAYS AF'T'ER POST- a1 SHOWN ON THE DRAWINGS WITH ALL REINFORCING STEEL AND INSERTS A421 OR A421, AND HAVING A MINIMUM ULTIMATE STLENGTIi OF 270,000 PSI. TENSIONED SLABS ARE STRESSED. f IN PLACE. CABLES SHALL BE COATED WITH AN APPROVED COATING COMPOUND BEFORE A. SLABS REINFORCING AND INSERTS SHALL BE APPROVED PRIOR TO WRAPPING. WRAPPING SHALL BE PLASTIC OR PAPER TO INSU111F: FREE SLIPPAGE PLACEMENT OF CONCRE'I'E. OF CABLES WHEN TENSIONED. ANCHORS SHALL DEVELOP A MINIMUM OF 100% OI' THE ULTIMATE ST'RENGT'H OF THE 'TENDON WHICH IS BEING ANCHORED. PROVIDE CONCRETE R.EINEQRRRR91NG STEEL DEAD-END ANCHORS OF THE TYPE INDICATED. 1. ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.B.C. POST-TENSIONED CONCRE1111-: STANDARDS NO. 26-4-76 AND ASTM A615 GRADE 60 FOR TOP AND BOTTOM STEEL ASTM A615 GRADE 40 FOR STIRRUPS, Illi- . ' , • 1 . ULSCR 1101-ION 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL A. �'QRK 1NIL(IDrD: PROVIDE ALI, LABOR, MATERIALS, EQUIPMENT, CONFORM TO U.B.C. STANDARD NO. 211-8-76. S. PERINTENDENCE AND SERVICES NECESSARY TO FURNISH AND 3. REINFORCING (MINIMUM UNLESS OTHERWISE. SHOWN ON PLANS) . INSTALL ALL POST-TENSION REINFORCING AND TO PERFORM A. REINFORCING FOP WALLS POST-TEN:TONI14G OF ALL CONCRETE. INDICATED TO RECEIVE 6" - VERTICAL # 4 @ 12" O.C. HORIZONTAL # 4 @ 12" O.C. SAME:. 8" - VERTICAL # 5 @ 1511 O.C. HORIZO14TAL # 5 @ 1511 U.C. 2. QUrl,l'I'Y AR;UI?ANQb B.PLACE 2 - #5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS OF A. GI4N1'.RAj,: ALL FOUNDATIONS AND WALLS. 1'i THE POST-TF.NSIONIVG SYSTEM SHALL BE APPROVED BY THE C. PLACE 2'-0" X 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR ST.RUC'T'URAL ENGINEER SEVEN (7) DAYS PRIOR TO THE BID WALLS AND FOUVIATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL DATE. REINFORCING. NO REVISIONS WILL BG ALLOWED WITH REGARDS TO THE 17. PLACE #4 BENT DOWELS 1'-0" X 2'-0" @ 12" O.C. FOR EXTERIOR FUST-TENSIONING FORCE'S, PROFILNS, REINFORCING STEEL WALL TO SLAPS CONNECTION. OR CONCRETE SLAB 'THICKNESS AND STRENGTH. E. PLACE 2 - #5 OF'.,NING WIDTH PT.,US 4'-0" TOP AND BO'TT'OM; 2 - #5 -- 3. FABRICATE, PLACE AND STRESS ALL POST-TENSIONING OPENING HEIGHT PLUS 4'-01' EACH SIDE, PLUS #5 X 4'-U" DIAGONAL TYNDONS -USING ONLY EXPERIENCED PERSONNEL WHO CAN BARS AT EACH CORNER OF ALL OPENINGS. SHOW EIDENCE nF HAVING SATISFACTORILY COMPLETED F. PLACE 2 - 05 X OPENING DIMENSION PLUS 4'-0" EACH SIDE OF ALL PROJECTS SIMILAR TO THE ONE COVERED BY THESE OFgw)NQ INVKX OPENINGS AND 2- $5 X 4'-011 DIAGONAL BARS A'T EACH CORNER OF SPECIFICATIONS. ALL SLAB OPENINGS GREATER THAN 1'-6" IN DIMENSION, B. IAHRICATION AND PLACING: TOLERANCES 9IIALL CONFORM TO -1 . ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A-185- 1111 714 EQUIREME11TS OF CHAPTER 14, OF ACt-301 EXCEPT THAT 85. TENONS, 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 ('ONCRETE DIMENSIONS LESS THAN so GENERAL DOTES SHALL BE CHAIRED TO PROPER POSITION IN SLABS. E'IGH'T (8) INCHES a_ 3/4 IN If IN CONCRETE: DIMENSIONS EIGHT 21 FOUNDATION PLAN 5. ALL, REINFORCING STEEL SHALL BE DETAILED, FABRICATED A14D PLACED IN (8) INCHES OR GREA'iLR. THESE 11'C:LERAIWES APPLY S2 IST LEVEL FRAMING PLAN ACCORDANCE WITH ACT DETAILING MANUAL 315-80. SEPARA'T'ELY TO BO'T'H VERTICAL A14D HORIZONTAI, DIMI fl:;IONS S3 2ND LcVEL FRAMING PLAN A. ALL REINFORCING STEEL E.'HALL BE ACCURATELY AND SECURELY A14D MAY BE DIFFERENT FOR EACH DIREC'T'ION EXCEPT T Hit t' IN S4 CnI.JMNS AND FOOTINGS PLACED. SLABS THE: HORIZONTALHORIZONTALT'O1,E}4ANCE SHALL 140TEXCEED UNE (I) S5 C(,jLUMNS AND F'OO'TINGS S6 f3?AM ELEVATIONS AND DETAILS IN 1.5 FEET ^4 TENDON 'LENGTH. TESTING: 'PEST A SA14PLF. OF .HE TENDON WITH ANCHOR F'P(114 EACH S7 BEAM ELEVATIONS AND DETAILS B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR TH.J REEL, OF MATERIAL USED. FORWARD TEST RESULT!; TO '1111•: 138 BEi,M -tEVATIONS AND DETAILS CONVENIENCE OF OTHER 'TRADES UNLESS APPROVED BY THE STRUCTURAL ARCHITECT. T'ES'TING SHALL BE DONE, BY AN APPROVED 1NDEPENDEN'I' S9 POST-I'E:NSIONGD SLAB DETAILS ENGINEER. TESTING LABORA'T'ORY. MANUFACTURER SHALL PAY FUR THIS TEST. S10 SHEAR 'AALi ELEVATIONS AND OFTAIi,!; C. SPLAY REINFORC114G STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY ALL 'TENDONS SHALL BE IDENTIFIED. S11 MISCELL.ANIOUS SEC'T'IONS AND DETAILS UNLESS OTHERWISE SHOWN. RECORDS: MAINTAIN AND SUBMIT TO THE ARCHITECT AND APl'L1C,ABLE APR 4� 198P U. MINIMUM COVER FROM CONCRETE SURFACE$ TO REINFORCING S'T'EEL INSP'EC'TION DEPARTMENT' THE FOLLOWING RECORDS: SAALT. BE: A. TENMN ,_T EST: SUBMIT SIX (6) COPIES OF' STATIC AND 3' ± 1/211 TO BOTTOM (,F FOOTING I)YNAMIC TEST REPORTS SHOWING COMPLIANCE WITH ACI-301 2" + 1/41' TO EARTH FACE OF WALL CHAPTER 1Fi 1" + 1/4" TO INSIDE FACE OF WALL 211 { 1/4" MA .'.:: °'1'F.E:., BEAMS AND COLUMNS B. DAILY JACK]NG_}2LCOOO�t).tli 3/4" + liwd TO TOP AND BOTTOM SURFACES C. AT'[� ICA'I'IQN_ OF PRESTRESSING FORCE: CENTER OF SLABS u14 GRADE I . TI;II!c 1 OIJS SHALL NOT BC. PERFORMED UNTIL ']'ETE CONCRETE; E. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWASE HAS DEVELOPED A S'T'RENG'T'H OF 3,000 }'S] AND THE: NOTED. CONCRETE HAS BEEN IN PLACE FOR A PERIOD OF NOT i.ESS F. ELECTRICAL' CONDUIT SHALL BE PLACED NEAR CENTER OF SLAB. THAN 'THREE (3) DAYS, CUMULIAl IVP, BUT NO'T NECESSARILY CONSECUTIVE, DURING WHICH 'FILM}. '1.41E TEMPERATbRE OF THE Alit SURROUNDING THE CONCRETE IS ABOVE 500 F. 1026('1 SW GREENRURl7 ROAD 1 OF t4 , .. ,aswnil,.da:4r..+, awwws, =cv.N..r,.............,-111_1-.�- _ ...,........_._.._.........�...__,_..._.�......�..,........,...nr.art.ra �...a. IF THIS DOCUMENT IS LESS 1---1--II-I'! I II l I1I1 I1II I'11 - -I---IJ1 1_f 1_7-- .ff-1 Il"I f1I1 i-1 1 1_I1 ILI.I-I-If-1 1-16. -i1-(1-11 jI--I I1--l I I II I I 1 I18�1I1_I 1 1' I i � IlIiI IiiI i -{S-I_I I �WMl1�IJaaWf)/�1vrlMrasal ,: IT TS DIE TO THELEGIBLE THAN THIS NOTATION, APRIL 28 1994�� 1 1 _ �_ QUALTY OF � � ♦ `� r � Nate �.�........ THE ORIGLNAL DOCUMENT. -- --- �11 �11 - 11117,11-111,116, [� 8; 9 Z 2Ill l til F71111 4. 6I Ei Z l iT i 89 4TS L�isn� � I I I llll l ilii iiii �ui iiii�l rit ' liiiiiiuilii ilii iliii► ii�i�iii�iiiviii ii,i ilii ilii liuliiii ii �l;l uii iiu uu ilii ilii iii►i►u�iu►i�� �uu�iului�ui� > i� tilt liu iii ilii�Iji�F3111I„I�I�Illwlll ..�.. � s';r~►il'IMf .r' k__ a AOL T>U i l - � g 6 MtZLiltIA t UTTBtWLY VALVIS I a 1 6 BAIjZY HWXL 454 FLAW VA1wV9 (�wJ Cj t T E STORoC�tE TAN K _ • 2 6 f�NWDY "on" 12" " B TALF E 7 1 ^4 CUA: 000 CJ L L 0 11406 • I 4 x e oAI►tIam to. _. 6 v1C ZLL 11 1T i- 12 t2 2 Y 4 1 4 C.1_ l 14 1 6 Y'iC HMltL 714 &AS= 'PJM es +l 6 I '1 Y to 11uW,asM 17 4 6 VIC WML 13 Ci0DrLw 110 IK 45 6 Wtc L 73 9010TOLMS ' 0., / -----_-_ to ~2 6 1}3 C.I. t� NSI s► �' _______ 21Ic _ 22 �w ? .g 1.3 I.3 •°� I r __.�.._. 27 - - ..........-�. I 1 t s L 730 com tEtiC't` c FILM t!uw 20 _� _� r. �► 32 f i 4 f F2a M C_.I'TY KA,&IW) ►5 � 9 W I i » .�. I 911 37 30 39 IM -1-C'5T I.1 1.4 I= -_..-.-....meg.- ..,.,,,,.._- __....._ 41 I42 46 C�y�e R;:IL-cow N __...�.._.�._....,....► u — 1Lf 41 W 52 54 4 — Ip �o' Pf-I M,&C:"r S t! Ly - r 4 I ON e3 . 66 .11 " - 71 PRINTED - -- » - ------M---- ---- -- ---------�- DELTA FIRE, INC. -- --------�_ --�--- ONO$0 IN GENERAL NOTE= FIQE t�VrvlP c-� N ��� � - Y - - -- --- -- __ L It.l _. __ ��__-_- �.M I.7 >~Q �►� dG 1 P..l t a P...►C T- `�1-i���..�1�,1 -- --- - -- --- -- Fe�,12 r ,o. ret 1~r,,r. DE FIRE , INC. I o"�oc� G S .A .1_I UA FIRE PROTECTION CONTRACTORS 1110. DATE DEttlRIrTION 0Y TITLE t:ilzE �'VM !a"' Poo" PL.A1►.) REVISIONS DATE ( ' 15 "GJ V IAIJ "55 x I _ CO SHEET- I 14,j`; ,W SND • PORTIANr) OR a7224-7952 -ao CORtT. DFMN. S cA G SYSTEM d GF'1=ErA _1, t1F 1 '! n , I I F THIi `[OCUMENTHAN TNOTE S T�lillf 11111111 IIIIIII Illl�lillliillll IllJill F 'IT-fl Tr1(11T I)il.i�i II! �ilf 111iT �lilll I � IIIII IIIIIII IIIIIII Ilillll III III Ilfllll I� IIII illllll IIIIiII III III Illliil APRIL 28 1994� c� P A I r ON, --- - 11_ __� 21 _--3� 4�--I 5L_ �1— S� I _ 9�_- 10�- I -11 - ' 12I .. r:..� 9 9 ` IT IS DUE 'c — — A `1 ) 7FiE QUALITY (-)}�' No.ae �.^-�:.:•:-..� , `['If) ORIGINAL I)OCUMP;N'1'. -_ ------- -- - -- --- ---------- --- ---- -- -- --- - ------ -- — -- ---- ' E 71119113111 1 - 8 T 8TLT 9T I : [ 6�i E i ZII I TIIi 6 �� �L � -�8 --�4 - 'b IIlIIII IIII IIII IIII�IIII IIII�IIII IIII IIII IIII�IIII IIII IIII IIli�llll Illl�.... .....11ll.11ll II�I!!I�li�llll �IIII�IIII llll�llll�llll�llll llll�llll lllillll l ulilllL llllllillllllillll.!lllll��llll III llllllll IIII�IJIII FABRICATION BILL OF MATERIAL -- DWQ NO. WDE ITEM ' QTY. SIZE 0611M1FTION i 2 i3 ------___--- 6 - - 9 10 11 _ - 17 13 14 .l � - f i _. L.--.1• 61 ,1 ` I 17 W1 1 Q J 19 LIN: I ' tp I Al 11 22 Now VOL- _ \ �-•4--•, 1 — __ _ ..._ .. N 1 27 I 30 4 . "� 31 30 SGT 1 O 1•.�1 �O � ._._ ._ --- - - --- - 34 • •19 40 41 42 43 44 46� 47 48 " I 52 53 a - I AN --- -- -- — - - —__._ --_ 57 99 so 11077 61 1-1oV0KEI. � p 'iE r.� NAn - - - ---- 62 ( 3-f c T H EAZ-2) Id 63 M 05 �7 E CT• In►� ��� 67 70 71 72 73 FJR1N1rEc3 74 MAN :3 0 '1988 7111 7e DELTA EIRE, ,NC, GENERAL NOTES FIRE , INC. _ __�___-- -__ _..._.__ _ _ I©3 SAN CrIG��►�rlvw i TiC.aAR.�, CT . FIRE PAOT' EC1• ! ON CONTRACTORS NO, ! DATE a4whi"Icm sv TITLE OWE PUMP ROOM i 1E G71 o r•J S _ - --- ..______. ___. ..__.-_ I,i 10c)S y�' -^nl ) PORTLAND 37224-79 • 5031620-4020 REVISIONS DATE 1-115-90 _!GALE IPS "- _ SrELPT OL of*?- r,�'F f hlFal.)f"t CONT. DMN. 4C, SYSTEM of LTA. IF' THIS DOCUMENT IS LESS r�r 11rI111 111 111 III iii � 1i � � � i � � ill 111 111 LEGIBLE THAN THIS No"A I Iff II I I 11 1 i11_(111 I1 I� I_Ii_�lliJ1 TJ T' �I_I-ill II�I II L1�I 11-1 I111 I111 I111 -1-11 I111 IIII II I III ! lil ll)�{ � { 11_1 'I�111 I 11{ 1111 III I 111 I ill�l�I - APRIL 23 1994.__ ON, 4 5 � ' 0 39 IT IS DUE TO THE QUALITY Op' No THE ORIGINAL DOCUMENT. — r S Z ic tC OZ 8i Si I Lt 9�I 5t 16t �i z1i tt t 8 8 L 9 9 1• S Z t,d�3wi 1 1111 IIIIIIIII IIIIIIIII IIIIIIIII 111111111 111111111 II11I1111 111111111 iili�ilil IIIIIIIII illllilli Ilil�lili 1111I11111111i1111 IIIII1111111III11 1111 III1 IIIII111111111IIlil ltllllll uu�ull �u� �I 1 u�lll,i,,,,�w!►; i NOTE. I GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS ANY CONFLICTS WILL BE RESOLVED BY THE ARCHITECT --- - ELEVATIONS SHOWN ARE MAXIMUM AT TOP OF SLAB OR ASPHALT FOR A MINIMUM CLEAR HEIGHT OF 7 -0IN cv CATCH BASINS AHE TO BE REVIEWED W aa) N BY THE ARCH. &HIS CIVIL ENG CL F- cr' ai W = 00 THEY ARE TO LOCATE THE FINAL LOCATION & QUANTITY W N Q N z F- F- I 0 co I W O rk a: ZIYOATHZ I all W It c� _ ; a 8 N Jc W > c) 0) `„ O (D 4/' 17 Z O O I 0 U Ca � ;z O o < C141 Nrv/ ,.c v > f 7 VQ A- ($D5 _441 t3 L ' ( ,, L I Ic ro I I q'.r- i`{�,' (� • 01 -1. - • _ 1 I !� TYP. POUR STRIP YL.JQ AT TILTUP WALLS / .p' 7r' 'LI0 `a�9. I j pvr�ovE(K�M 4 J I �1 LAP HORIZONTAL BARS +r 4 LI 7 Oi I 2E ✓ ( rJ \ ���w , K - - A - 4 _ Y ,14 �/ I ° � J I I I 16' � •� � I � ,� \( / a4. � ,l LE 1'11, 5 � Q.�'" f" � � �tiy 5r •�✓ � _ I . It; r '� O I8 . O f k p �� 19'' w -I I I FUTURE ESEVATOWL \.$4 --- I II _ 4n j' I PIT t 4, G,rx G Fly• ~ 10WLc� _ - - - �,,. -}� _ .-�� �A t I I - t- I N a� \i E 1-75.0 -- I , 4 O.Ca W2.°1KW2.9 X — I I - `f L (H) I1� -Ux Ib' of x 3fo' T Il'v rl ]' ' . �%„ -LIS , 7.�( 25 o d - W/ 19^ BARS E W W/ 1 6 �j FiAKS t W. 4'SpG 701 A TIt mi I I 4 0., -- 1 o ��U I IT � r� X�" 0 r, I ' A . I i '�.✓ � i � ' I �f.$1 �� I I lj��-I iii I--- I � -•� 'n.,! I I — --. I r_ -._ ._� _� _ I 1 E f: G- _._� . . __ y 1. ` f_� I'} - i �a I - r ( i �► I _ �i I - ( i I 17 IL II •I r � ;<��I _-_I-1 -.� I -}I G S 2'-01 x 1(,• F Tbc VV 4 - 04' c-oHT 1;t , IIKt I DRAIN cv-JM :'� I i- -''i-F( J 1 i I I U A3UVE 6, (-'QAIw rF C9 u' � L_1 L _. J L J 1 L_ J — L_ _� ._ I I_ ._� _J L t -J ip I 1 -7 11 (\ -- I Ci> I `vErz's r - �,�,'_ , �_ IE 1�5,y.. L 3G� -�� �.>c, - l =u IPS c) I r -]f''- r „ J rF UD 4K 06 1965 LOWER LEVEL ' I I ar) SW OPFENS11AC, ROC11 4 (IF 14 _ " � If•' THIS DOCUMENT ]S LESS TIr III IIII IIIIIII III III 'III III III III I 11JI if pIII IIr III 111'111 III III TI1 II III II I I III III III III III III III I I 1111!'!,111 III III III IIIIIII III III VIII I s 1 __ - ___. __ APRIL 2a 1994 I I • LEGIBLE THAN THIS N01'ATli1N, I I I I 1 I I ZI I I � � I�[�I I � I rj I � 6 � I 18 I � �� 11 1�, IT IS DUE TO THE OUALiTY OF -- - L- - L ------ ---- -.J J - -� -- - --� J THE O _. - - -- - - -- -- - - - - -- - ftI(�INAI, UOCUMEtJ1'. --- - --- - - - - - -- - - - rr -T- - -- ` �qE FZ 8L LZ 9Z Z YZ EZ z�Z I�Z UT, 8f fJ[ L�I 8i 4I 6t E�l I Z�I I�i�a�l r rt3 L 9 �9 1� Z 7115wil'i II1:1►1111►I I1I►li l llllll llllllil�lll►Illllilulllliutll�llll111l1llllllllllllllllllllf�IIL►ilJ1 r CY 10 (D ( 1 L UJ a 0) W N O N z W '� 0 NORTH Z W z CC = 1 F- N Z Q y n i J W J > Qf D r, 0 U U cp 142 6" U 0 Q N �—�i•� _.,ice ..p 3�..'-O" �4 q > -41 /�O//�� , I 4' �I I rl�1�P�. 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III III III iII 1 1 1 1 1 1 1 III III I I I I I I ,�r LE THIS DOCUMENT IS LFTs f f l II. I I� 1 1 1 1 1 1 I� 1 1 1 1 1 1 III T 14 1 1 1 1 1 1 15 I I I I I f T� I I III I I j l I I I IIII ISI I �OI--I 11 I^� APRIL 2t] 1 994 i I1 IS DUE IU THE QUALITY o JJ� J }/•' O };J` No 36 THE ORIGINAL DOCUMENT. S Z AZ LL 9Z till b�Z S ful TlZ 07. 811 91[ LT 9T 4I bI ST ZT �TT Io�IT�8 TAI L T9 I 4 b S Z Tmn�e I IIII IIII 111111 IIIIIIIII IUIIIIIIIIIII IIII IIIIIIIIIIIIIIIIII III�IIIIIIII!IIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIi IIII .III III IIIIIIIII IIIIIIIII IIII IIII IIIli►lllllltlulilllllllllllllillllllflllllllill '1ll1U11111 11111IIIIII►Illll Illlllll IIIII��i I�iilNlil F COLUMN AND FOOTING MARK E -S IVIOP O/ O SEE 'G S 5EE Sc,H>;DULE -- - --------- -- — - �UfZ PEASE JP_ SECOND LOCATION i�r , -_ ( Ap � - SECOND 1 c�TAI L LEVEL DATA PAVF_MPN7' NLGKiG DIM OF 5ASE � �21 � 4 *L I ULTIMATE DEAD 3311; _ 22ok 52 'r- 104K 1041= �, _ k' I-7 -7K o LOADS 443k 3vU k 70 �- I40 � 14U '� -���►� k -- :-� - IN �AN16 Q1Ktt..•T% JNri N _ I y _ 2 2 ,, I _ AS GOIZ13EL5 ON .rOL= GOL VERT RE1 N F. w ao N DETAILS �4 `'4 L4 SuK G� S4 S4' I �� T SEE COL 5GN6D Cr CO C SIE ---- - , r P I w z Inw If�d�� ISXIY� ` � 12 >< IZ SQ 12"KI2�' S42 12" x I?- 1 ., _X 8 F ��., SQ— - }_ _ 1 34 hl .e) LU AND DETAILS — --�,--______. __-----_ __ . •_ `� N07� , Y (4 „0 ' N ° N VERTICAL — ,� A3(a -rIAPD ROC) Z M NON S►-IQINI< 0 W z O Le, 8 (o - 8 (o - ��i (o -�Gr (e - � (o !� _ rsb l0 -� 8 � �f`oU T MUST i3� " _7c�l E 1..11J Cs N u7 S � = N REINFORCING _Sa✓E r-OOTIN(o 5c4461)uL.F F0lZ �IZ_F_ Q _ Z FIRST - - - * TNIGKNI;SS t gvT IzSjNF PI,A! Ep uwoew. �� r `� NON -s�1fK1NK W i` N LATERAL GI.JSF,D +ISS #3 GL05ED 'TIES 3 GLU5;D ?ISS �'3 GLOSrD TIS *3Gl.OSGV TIES * TIE 'S GL0.0.ElU TIf=S COL bg�967 ZE - - r- - -1 I ' o T N Q •- LEVEL E2EGTION OF - -_�... .._ _--_ (5 c� ULTIMATE __— ���2 k 440 K S7 Ic _ 109 ISG k 104 'c _ 354 1C BAMS AW _O I Z Q co D m LOADS � �� �- (oOoK 15 � _ I�:� � ZIC> I40 < 4 �5 '< < cc � _ - UIK.C7�Iz_ , _J w CORt3EL 5 5 E l > > � as DETAILS s 5 54 sa s�i 0 U) 0 m COLUMN SIZE �.. _ Z O 18>< I ti SC1 1 £3 x I b mac,? la x I t3 5� 18 1a SQ 1!; x 18 ,? Ib" x 18" SQ I �i' x 18" Q ;4} I A3c77 U to AND DETAILS _ z 0 XNLI-109 5DLLTS C) oo ' N VERTICAL _ 1U 3_ ,v _ +�� e - �+� _ "8 _ � _ ►,b I SECTION 2 SECTION � > REINFORCING LOWER __ - -_# .�,� LATERAL 3GL05EDTIG5 -`,S cL0 E17'rIES 456L0S,:•U TIES *5 GLUSEV n6c, #3GLvsED TIES a. CLO-'�1� TIES• i� Lt1�`>�-� Tic LEVEL t2) sET6' (2) Sr;Ts LO - DEAD 474 < 314 = 47 64K 1 ' 1 Ic g4K 2541 „ I F�a8x-7x 1'-Z" W/(2) I I FOUNDATION 0- 1- --------- �o U ro 4 0 g --- G' -7 -- _4 9 4 1 w I x'14 2 0— S N S C f3 4 O _ L.. ' LOADS T "� MIN Z MAX � „ .� I '� TOTAL ULTIMATE Stab " roo0 " 332 " ►sok 232 so ,� I WHIN Iz M�c;1 c ----- LOADS I 4 _ ,��_ry,� „�- 4 I � � V O— — — , — — loo f'' -- O t COLUMN BASE �7 "1 -- NEUP2EKIE, 61Z& PAD FoIZ TA 5 — (n CU N N ECT 10N 5 t=4 - — ,�. <<<»-1 I,. U FOOTING 'x r PleC5TKESSED n > f01MS Ndlf (^B1 I(o UxI (� J 3Z 13'p,c ,�' U x ZF� 8'.`w (+�-� ,� ,? S (oK 6 (e x 28 �•(o '�£'d'C�� 2fS t3' lo K �-(o x 20 II !o xii m K Z4 f 'CALL 69 OUT L W U� FOOTINGS SIZE - 1 M... BOTTOM K +� #4. r�F\AQF'I, J — -- T f�EINFORCIN4 15' 9) RIA6 E.W. 1.6 6 t3AK5 �.W 9- BAKS G.W. Ci - G PONES 9,W, 9- PEARS E W 9 - 0 0AE5 6,W. ID- '7 ink E,�l, l�y�'C)I IhJV �+ �T)o ,y, O L x8x I� lo' W (7.) - - S I _ - 8 � PK6 TKESSIiiV NOTE -- sa"4 x5"N•S.@ -�.- I — —� ,Z l IlSx►bSQ 18�xI SQ 18x1£34? —#_ — �„ „ �_ * ) 6-1105EP 1. �� �_—__ I 1 �!� hITS }.yTS Pi S • \ N _ � _* � G L-!�5t,V \\ �r _. TKIf�LE 1E5 ---- _ J' .__ TIz1PLIE T1E�--•'-_"- �_ (a ` S BARS ---_ -- TItIVLG i1 I '� '�G -a'I 0 • p0U13LE TIES '— i t0 � -flEs '�_ � -DOUBt_E T1E•S--. .0 Q ,� pOUI3LE TIES I u © 'TIES SANIF f165 SAME; �J 1 7EE SGNr'rp, -� GOLu�,� -S s E - - I - - 3 SECTION :� SECTION _ 12"GLk �. p .�„1SIL ,j 0. 0 -3 to IQ PCLItzl_E TIED- Q` ''4nMIN II 'MA 18 x I wL W1 5 DAF_S v K1 -- -' - --- �— C� 02 20 x ZO”GOL Wi ���RS _ 1 - - - - -- 'J CJ w b , (� ��� Q �l TY F F- N !- s / v VUurdL� TIES f�._g x 1 x I- OW/ (2) i Q 1 i Dau�i.L TIE I i r { " " X S''N,S H✓Lp P. TJ I► 510P, GDE£ 15S A M Z a ` w — 8x4 -K Z �- J _ n u `o I J , �� N�oI'REN�. E+R(� PAD _. ISXIS GOL w/(o�ACZS zo T1. TIES o - - 9 `� + ---+-- 'Sym k x O W���-) k CL 4 -# GLUSED _...._ _ TIES I ~ � V :)RI 7 S,N 6P LC SECTION _: • 3! .Y � j'� 1 \ . . . . GONT --- 1 --- s_ ,r FOR R SFX AR � � d �- � GDNT ,, S,-T ��" NI—1 r- h n� 9 OouTr-I WALL �,,,GON<_ ---� SECTION OF I-,a�a,ti�, Ilk LI WALL SECTION $ ; TAh.,N� 5E. 44tt � �r Ia f� SEGTI/_�►.,J 10 �, • (• ASPHALT I `> PAVEMENT = 4 -z = I r .: I ' + DKAIN PIPE, I + ► = -O ------ -'---r--- -- - ---fie-----� � �J ' WALL -f �' , 9 u�NT y N IQ A . 6--- L4 - -- - �� n GO M�x J)IT 5 �� _� v ___ 1. • rf) 3- �y @ IZ" f��'T N+ I- 9( 12"rir.-e��T I ')I I<.A (-- V-OIJT A� D r c4.rin e> cn•ck.• �—^— 51 tc1 5 E E - - - hh NTS \ I I I N T; � �� i,,;� ( 5 � S4 4� 7 I � L.....-- _.�__.__. job No. i ci -1,— _ — #4 QM ; D @ I Z U,c.x 9 3 O I, O„ a• cn ell APR 0 19B K N ' m `J T 1�5 2 "O,Ci cx _I u • • U" - -- Irl �51"Ic, SIS f ti1S ''+ » S'••! '111• - '441` (4 �5G w-1, - -- - `�9 EK c►��DS OF I Z - � __Iv `aGt �I ' _ _ ! 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SPLIGEC13oT rOA1zS � S¢ ,�• l o r Sd `� " - S4 � +v7 := N l� R,PTWtj COL,$ TOP rj4 I . �,. — I " _ '- ' i r7 E,G SUI GPEENFA IRI, RIIF;D -...- --------- ----- L 7 OF 14 • 'r IF LEGIBLE THAN E I I I I I I I I I 1 I L I I I I I I I I ly 411:' mow..IF Tests D�c.uMrrlT' rs I,L.�s -r r r rrr I I r I I 111 I I I � � � � � ��I I lir rlr�rJr rlr II1�11 111 III III 111111 rlr 11 Ili �I� IIi� IIS �I� IISI Illlllll!I 111I1 �I1 Z 3 1 4 5 6 7 0 i i 12 API ,IL 2 1994aIT IS D HIS NO'T'ATION - - -- --0 - ------- - — _ 0-- - _ t U1+, PO 'I'111� c,,UA1,I'I'Y OF THE ORIGINAL DOCUMENT, a �•_-yam i 6 L��Z 9Z�s�Z 6Z eZ�n7, i�Z OZ 8([ 8I LT 91 i 6[ E�i Zi Ii I o�i 6 fT L �9 9 lb C Z I T 1111111111111117-11111"I 1 llI IIII II!I III IIIIIIIIIIIIII!II IIII IIII II IIIIIIIIIIIII IIIIIIIII II!I IIII IIIIIIIIIIIIII IIII�IIII Illf�l�ll 1111111 1111 IIII�IIII Illllllll�llli IIII lllllWllllll�lllllllillllll 111111111tlluWullllll�ll1011llllllllll llllllll Illlll!I IIIIINII i COLUMN AND FOOTING SCHEDULE �c� 11i��1 "J.ilVr � MARKCO � � , �FO Q O ® O r f — `. LOC ATION raAr= ----- I SECOND LEVEL DATA Aml _ - -_' ----- r ULTIMATE DEAD �5?0 " 314 • K 105 "` f70' S�` - SEC O G •" a - - - k LOADS K -a Z7 5 7 �4�0 ,�� yo9 K 29� - 47c� LC)KbEL , I 2 4 W N 1 9 __ F- i I DE TAI L5 �J 2,1M ��/ �`� \ 35 16�M : ,4. `J� cJ4 c �j> 9 �' r GO ' _ 0 C SIZE — , - " „ q ~ A1EOP2�Nt F_,R:41 F1.1 LSM t7e=t?TN W D z co 20 x20 SQ 20 x 20 SQ 20 x 20 Sud I�" x ly,'' 8" xlt3" SQ 18" x IS" SQ 20"x 20" SQ -l- �4 .�•.._ W v' G N AND DETAILS _ VERTICAL # -- �� DEPTH -- Lu o REINFORCING 8 9 (0 - 8 a - 9 co - # y ca t# 6 _ W� _ '*g Z UJ z N F LATERAL GL05t_.D TIE.. 0 .LOS�C TIF_ GLO�C�, TIE_ I (n FIRST sF:• �_= ` u GL'D._ tL T,!-' rr_ <_i_O`�F=l. TICS >x� .�0`tG TIES 3t3 G�OSCG TIES W _LEVEL Cn p� ,�r (�:.I sc ,'� (I, - cOP�N Tin � _> �EY�. N a •- NF-Q 1dffi 2 SE1-`, (D a 3 N ULTIMATE DEAD 71(aK c562K -7 iS K ( IoK 2 �4 244 3fooK �i Z _ (D LOADS TbTA� I19s I�-�3o1c , 3s�� 3ooK c� 3��` 5o5K ,5�,�---- - SECTION F Im cc CORBEL q 4 4 q� �4 1 Sc O LJ Co) UFTAI �� __ S4 S4 5w-� w4� �4 (n D UOLUMN SIZE /� -- " - Z o O 20"), 20 5,2 ZO x 20"%Q 20 X 20 1.Q 18" x IS" SQ 18" A 16' =.•Q 18 15'' 20' x 20'' SQ 18 x I,�' r.� _�;-. u u cc '1 0 O 2 N AND DETAILS � a VERTICAL - - �9 - 8 - 8 (o - �+i '' -- ---� -_ i .� > _REINFORCING _ LOWER LATERAL 3 61-05tG TIF- 45 C�G`F�i Tit: iii GL05E0 TIE 'fi b GLOSED TI�� tl�° c.LO�tC7 T15•S wt GI-pSf=D TIES $r3 GLOSEU TIES — LEVEL (2) SETS 11) -#�. OF'Et.l TIE (2) �eT� (� �T_ i � O r_j!�. C-F'Fes•r LOADS TO _TAr _ __ 51 g K 422 w- S� I K 80+`" z17 181 K 2co3K -- — r FOUNDATION O -7110 K co E5 89� k _ I��►< 4 1 '5_T4__9____ 45co — — TOTAL ULTIMATL I/zoo 's I o 3� '� — I3 3 k goo"' (a40"' K K LOADS 510 7(0o t=om DCTAI� ._. SES 3 4 E COLUMN SASE 2 _ 2 2 2 2 • CONN ELT ION �4, s4 S4 s4. 'h4 N FOOTING lixl uKnY 1_ � �. U u �_ u � !� a -- IFr-O I� 0 aro I"1 O x17 0 x 33 19 O 19-0 x40 SEF- 7 13 O x13 O"x 28 7'-0" x 19'-O xl(o ' 1, , 14 0" ,, ? I�' -8" XT-O" x 12" �� W FOOTINGS SIZE — s4 I a BOTTOM � -- — � 1 �" x 4"x 14•' rJilOF'12tb..lE � 19 - 9 FAKS E.W. 18- 41) 13AKS &W 21 - 9 tMZS e W _�Et _.7_ 19 - 0515AIF EV J IN LON(:A DDR. 44p 13 -+*y bAF=S I_lel �- � 7@ 12 o.G 1.C+,41 e,e6t PAA REINFOf?L.ILIGt IZrOG IN SHORT DIP- NOTES IS IC. �7� IG"dG SIS. NOTE ----- ------ ------ -- �, - w g e,A� ..____. -- •• - _�.c�=:�._ __ S --- - 0 DOU[aLE 1 L�1 _ NOTt:TOPS OFA GO�+t� 1 U41j, t DIFFtlEt ►JT ti-t'_v TTI-t_ TIE= NOTC' TOI'0S OF GO�P�ELS � ,rN* • - - —.. � - DIFFtF_tt.IT tL-c:i. i T�IP�C TItS 2 SECTION • ` �_ - _ -r�IPI_c nes OU LE TII-S DOUt 5LF_ T11--t) -- -• -- __.-.__ . . 20"x 20' COL W%(v 5ARS cc IIJ 4., / IAS � LLJ CXR )F'•1_r_ TIG + I - 0 ►�+A x Q N _ \ ,Dou�L.c TICS\ y / Foy hr_ AWN V 11 / DETAIL_ I�ouP�l_C Tit's 1= � I --�ouf���c Tlc� a i �' — �_ i ~i�Upl_E TIE=,• Ir-- F�. 25 .c �i} x I •�'' ,...OA.IC.I ►JtOPIZ�t.IC 1 r -_--_ I fi buj t V _ ,TiZIf''L� TIt` T�IPLw TIF...v - x4 C � �Jt`_ �,r� 0 • O � 11=`_, mor/ r T'RIPl_E TIE f � N - I - D L% ENU CUNUl'1'10�13 < — � \` gFiS9 TABLE DESIGNATES BEAMS WHICH HAVE CONNECTIONS DIFFERENT '1"NAN TIE Z>AMF- FOP- nl_I_)MN� H J, K, 4, >' E}_EAtd M111tIC_# SOUTH END NORTH ENU i SECTION '' B-9 10A/S9 11/S9 - a B-9A 2/S5 11/S9 B-9B 10A/S9 10/S9 Ci D B-9C '_0A/S9 10/S9 : - - - --- 2/S- B-9E 10/S9 11/S9 TlL,P_1_It�C.'8" 71(c�'UF.�>C I;.CC.— � �TI�� �L l5l r B-9F 2/S5 11/S9 fv�I I :_ STIt2k'��JF'S �-' ICsr"GG "� ':Tlt=k�UPS (�: 12"/�._ !IJ - I 8-10 l0A/S9 11/S9 ,t , r X \ B-11 9A/S9 11/S9 5 7 8-12 3/�� 4/S4 , f"�R C� rA1L.S S t',ICIGI' �K\F` 'iVE I E -- --- B-12B 9A S9 4 S4 nrY a :� CU-7 B-121 9A/S9 9/S9 r��k= �Ti�IL�_ 'r .r� i / / A. I I 1 A ELEV 4' G ELEV �i�+�t a��, c1RAc� 40 , 2 q 90- 3 o I iTlk k I g ° G ILc F' F' @ Z° D.•wn By C!s 7 11 w 1 P C O — t)T U S 1 OG _ _ Icr. STI��UP� C b OG ,r a • • • • • �. • • • !0 * eel APR 5 198E 5 SECTION 4 11 tK--M. ELLEVATION SECTION P�$�K (KIPS) 10'O' 10' -O° B-23 A-S5 5-S5 289 C� SECTION " SECTION ('-O" MAX• EA M"D (Tf-F') B-23A A-S5 5-S5 289 - y�----------- - B-2 3 8 A-S 5 5-S5 289 - P-IOT� P`+f»A\M MUST a:t_ hIGKtC) � ELEV B-24 B-S5 6-S5 289 !.� TRA►..I SPLL7�a•TED v.//t IJ L7�- _ B-25 C-S5 7-S5 231 �LJPPOETcr.- (MAX I'-o" FeOt-.i EA 1=W0)• G KJT E 10260 91AI GREENFILP6 ROAD — -- - _ 8 OF 14 -��II'IIC111111111111,11 ._ � I 1 � 1_IT�� �1 ' � 1j1 � 5jIjI_�6 f ! I_ _T I � I I8 IIII• 1011ZAPRIL 2�3 IS94 LEGIdLF THAN IVIS NOTATION,I F THIS DOt'.UMENT iS LESS T I I I I I I l l i l l l l l l t1 T fl1 f i l l I I I I I I A t I I I I III I I I I I 1 1 1 1 1 1 1 III I I'i'III III III III 1 1 1 1 1 1 1 lil V I I I I ' t ' " IT 1S DUE TO THE QUALITY OI Nn36 *"'_'T= THE ORIGINAI, DOCUMENT. - ` EAlIZI111 t3L 'Z t'll Z till �111111 �ill 8T sl LT 9T 4T b[ ti'1111111101 ZT TT l B --TB�� L I 9 4 4 I £ �I Z Tt(illl IIII IIII Ilii IIII IIII II !I�IIII IIII IIII IF, Il�lllilllllllllllllll IIII IIII�IIII IIII�I111�1111 illi IIII1II IIII�IIII Illl1llll IIII IIII llll�llll 1111 lllllll�II�IIII1III�IIWlllllll ul►l,lllll Wllll Illll11111111�1UIlil;IlNl;i -] y ' 1 r, AIT�!JTf01.lAt_l Y 120UCINEt�1 2e)LJf' i < � J OF '4 (T�(f-) 10 STIRRUPSGIZ 0,(,. peSTIKI:U0111:11PS I Ic '0111:11 13TIKKLJPG e2G,lG'O, �jSTIKKUI'S� Ito l Clb, i J STRiZ IUPSr? 12"19,(" SL A (TY I= ) \ G�Q �'I 7 qT'G `\\\ r,' Of.f I k-IIL AGI STfi H00K ITtP) - I 3F.YJ p r-T O N ip - -_ 7UP Qr 1�vT __ _N � � '71 bar 7' o N I U 'r` I I rn ,s' f ELEVATIONIS=� I 12c,t,Q - - _-- -- - - Sro r T _— _ ._ v - N TYP I 111 � I - I- i 4f`ID ,N -- - . . - � ►�,,_ry,l � ST�AtiL= Z � M N . . . . I I .EE EI_�� FO w (.1 o ,l +� �, . . . . N - . . . . :_r=A,•_+n.,C--, W ? v to 1 -7 a" IO STKfZuPs@IZ�IO,G. e) STIKRUP5 I(ov,C., STIIZRUPy to 'o•(.. �IIKV-u PS a2 l� OG• C S'fIRItUPS 12 OG .Nt�lfjcc° ° u s I IS - 2"� ';�;TIZANDS i - 14 _ Z"0 ':5TZ.ANDs Cri N a N #4 STIRiZUPS �I I' 2" *4 - _ . -- 4 IR1z�Ps Z d NLaE 1, 9 �- �.� ,+-.►t (-RADE 4O �+ - :'RADE q0 ii *q- S,71121ZUV5 m .- L2 cc1 i I 451%MRuPS J��- 2 :_'2AbG 40 J LU M :) D > Qi 14 SPAG ISJG1 1_ ti � J (TY(�) z O 0 tD SECTION 2 SECTION /3` SECTION " 0 04 It toto'- 0~ _ -7 �� 41z_ P.�-1-W N G U L oe -- --- - TYF _._—.�-- 31� ' rsETwN -oL- (� _ � WALL � I -O MAr; Ed+ END T�lP� � l 2 rc i �_ � 4 ,_�t 7�< 7" �4„�L� CALL 5 14 GOMMD►v '�` L� L 1 !O FOk c�rTAtt_S 7” 7 G � •�+ MUST 1�E �I��Eo b ELEVATION -- TRANSPOfZT6(� Wj ANDS C�ANL-C7 LIrJf=� INGIGATC SC_E �UI'1'o{ZTED MA,I. I'-p„ N r 20W OF TEtvI�ON� TO �E 1 ---- �.. FRoM EA Etv D ( ��ro►.)r� (TV-) \ O CREASED AND WRA\FFEC TYP ° I— r L c U V 9a. 34 � S 12 35 -012,, f3�T\NN Go LS ©To� ���� --- - 1 S1`ICZOFSe' 4"04- W y =�TtK>cuY� �, D.[. ¢ STIRKu1'�-@_4O — .i. V , -- - - -__._ rl -- - - � � � ! 5 C, ! P CUt�:r S<_I-�'G ` 1 ,�..sr�• GONT ' 10V011 COta7 TOP . . � I _ -_ . _.. .__.__ _. ... _-------_ ------------- ?•-�'8 iANT TOP � a -2 � STRAI�G_. _ _ - -- *4S?IrzIZUP& e7EYDLID (TYP) CLL- ' Q i •� 0 ST(ZANDS _ _ - o • • • • _ SEE FIkV � 10 - ;„ `-f;At1C ,� • ••, PUK `�pAC.lt�►U �- I i Imo- 2 STRAN5 / N I — 1 � N I -- -- i ti T 1 _ _ . . . I �i _ - 3c=o►JT �'�OTT� _ �l � . I IO `7I'_ J �i�inGly 40 I ELEVATION � SECTION 5 SECTION ��� SECTION_ NTS qw 2-5'-BIZ �... uj Ie STIPeUPSC'&QC, STIeI?UFS C- 1c.'OG. Ie STIEEUP� d°GG �J ;,- I - For DCTs�ILs E;ilO cc :I 'V GN ION "JACK - - ` $� KJ _ _- ACK (KIP-5) ji" , A.LOUT5 IN GO1.rIN)00.4 1 I � Q -- I B-1 A-S6 1-S6 520 r FIDS C7F-TAIL.� r.;. � GA_�OL1T If�.l B-1k A-S6 1-S6 520 455 GONJT ( r' crc?MMON SEI= I B-1B A-S6 1-S6 520 i II-2 b-S6 2-S6 405 I B-?.A B-S6 2-S6 405 1 li _ _---------- I ! 3 , \ B-2B B-S6 2-S6 405 \ B-2C B-S6 2-S6 4U5 _ IC)'' " ;,jKAt�IDS ))) B_4 B-S6 2-S6 405 _ I i 2 C-S6 3-S6, 4-S6 558 , • • • • I 1 = w ' p► B-5 D-S6 6-S6 250 4-*aC' b-SA D-S6 6-S6 225 — _ B-6 E-S6 5-S6 463 ^ B-6A E-S6 5-S6 463 04 Ke COO STIERLlP� S\ -------� B-6B E-S6 5-S6 463 eat: tLE.N FGR SP/LCIN4 - • C`` -Y-�- } D-7 F-S6 7-S6 347 r, B-8 G-S6 8-S6 289 _�J • • ' _ f' L•C-71�k:. SLAE`a STRAWDS -�J W4- ELEVATION ^4 ELEVATION IZ TOTAL � - � I �m iiR/�C�E 40 PJ T I GR D 1 c o v:v I •, 0 0 n ; < SEE F I_EV F02 IUSTIIZRUPS 14 STIfzRUPS c� 10 o.C�. - IRRUPS a 20 �,c. 14 srIIZRU!'S I0�ID,G, 10 STI1ZKU1�5 �. c coo - 'AGIIJCI Q _ _ L „ [1 Revision- AV- 7 SECTION SECTION � 7-1 _ ►� ELEVATION 35'- Off" 6ET WN _OLt U To ,�TO 10 STIRRUPS d le"� STI uPS C� IG"oc. IG �TI�RUPs f X18"00 r - � --- - Drown- 3S' bE7 VVQ (_OLS OTo(n1 r1 foO e / 14 5TIRRUF'5 & �" OG STIR.R.uPS cv IL O.C. 14 S-TIRKJFC- @ 8"O,G » - C , APR Os Sheaf Title - Al let -1 - 2 � �TF',C�1JU`.A I _1/z'6 ;}Y" PI'•�� :. WrY:t - U ELEV. 1 ti T J Ct260 SW GREENDUPCi FOhL' - - ---- - -------- - -- - - __ _ - - - - p rlf I :I 1 111 TH19 THAN JSOT,ESSI'ATION, Tlfllll IIIIIII IIIIIII IIIIIII IIIIII'llllll I 11TiTIjI�TjT(l I►Illlf 11111!1 111IIIIII!1�11T Ililll IIIIIII IIIIIII IIIIIII' I I I ,!II IIIIIIlll11 I�III IIIII 111'l l II!IILI ' a „, � .��; 2 I II II II '' II rII! III 10 I 11 12 - - - 1 ---- --- -- 41 - --� 6 - ?�- 8 _ I APRIL 2a 1994 _ - 5 ' � IT IS DUF. TO 'P{1E OUAI,I'PY OF No.18 �j`�.',5—„'"• THE ORIGINAI, DOCUMENT. - - ---- - _,_ _ ._. __ _ 717 - - - r --- -- -- - r111i11T1I111;;1111 £ �eZ �L�II1Lt, �L �9Z 61Z EL Z [r I �Z I 8�[ 81T I L� 9I 4[ 6i ET ZI TT qi �I�� 18 -18 I L T 9 11 ��l l I lull�I+I'I 1 _ 1III II111111111111�I1111111411U IIL�IIIlUI11�lU11111�IU1 IIII�IIIII UI�III! IUl�llll Illhllll Illllllll IIII�UII lllllllll IIII IIII 1111111 IU11111 fill Illi Il!l Illi fill fill ll llllll llll�lllllllllll ll L 11111111 1111 III W a i (� ID — _ ..._ CaR�D IN7ENT101.IA��Y RDLJUMEr., C�%V \.,.. �';�''��'i,6�1` •''� _ -- _-_—._------_,_-_-------- n SURFALE TO FULL AMPUTUI�E 105TIp?UP5 @ 12 0,0. 8`{I'Ii-RU P54 140 OCG, � STII�R-U P-5 20 D,L, � 85TIKIeUPS f. 140"o-c-, Io STIFKUP'5G 12 O,G, ,,,/ l,I, J I �F I P � ii �..� - -- -------- ------._-- ---- ... _..— -. -- -- 1 I I _ F 16t-U i�F.l�D �_ ,f. S7, G I 90° A I � �• --•..w .1 tF - i3 T -Top F3 T TUY Ft v v GO NT I � p cr cD - - -_ TOP 5 DT I i' I wN 12 G i; I N cD cd Y I I TYPklu + A '�TikKlfr� r STI2.RUF`� ELEVATION _- _ --13 -� _ - o ,' _ �hAo� �o W (n 0 C4 v W z U) • • . • I Z • •I• • • • • • I / ui = I • • • • I2 -2 5T9AND 1 cn LOT iZANDS _% �Tf►AN DS ( _ 2// Z m cc > o� 109'iIRRUPS(�IZ '/ _ ."_ ----- �--____ ' 1 �. S .� G L� � � rco c, �STIRiZUPS(� IV 140"0,40. aaTIfZKUI 5 20 OL 8 TIRRUPS I!o D.G. 10 ,TILk-01 5 IS G �c *— -- --- i— I C. l 2 ! �`, SECTION 3 SECTION I ,� o Z SECTION � it-oil 7 (G a-La"D STCD 90" ^ FOfc UETAII-_� — -- -- — - — — — -- --- -- — -7 �� � ����`�uT� IIV �1",, � • _-_-- r - - - - ELEVATION -- --- _ _� — , -�- I - + �I u� � cN 6 L. a) (n r (-(-)N-T TO P - — EtIOT IZ'IGLIZ ' I _N I `A L---- - - *4 �TIRFl.:i-5 If-'Lr� c,�A.DF 40 �� 4k ,bTI12e,jP1_ T --- -- a~ $ sTIKRUPS ® liv"UG- ,� ----__ ---_STIRRUPS _2d'G_` ___. __ �. 8 STIIZIzUPS(, 11o_O,G, ��i► • 1 v ■ - - - ST2ANC; L 4,oN a' 4 SECTION 5 SECTION Co SECTION -- C ELEVATION W w I � � ' ¢.� �3f IR2UI�S Q I!e'OG• 5T121z.UPS � 20'�DG � ?, >TlfzftUPS C�, 1/®"O,C, 3 �• - Cc aTIeeaF'� G e'Oc, �T121Zuf t C Ito" OG, G. e;ITIK; li�_, 'f-'= La L- GK_. CL t� ELEVATION --- 1 `J 7 N T- 4- *x 7 = Revision• rF ELEV. �+ „TIfc2UF'S 12"OG �TIkI�uF� C ICO" C�,G 4 rT1 21►�� 12"OG *4 ,--1 L-►-1U1fS C� Imo' Oc. ST{TctzICS" 00 5 � MARKI ETIONIApJCKITS :5 EAT=` - _ B-9 A-SI 1-57 480 _-_------- -�.- - I � . B-9A A-S7 1-37 480 B-9B A-S7 1-S7 480 `_- B-9C A-S7 1-S7 480 B-9D A-S7 I.-S7 480 Drawn sY G ,• B-9E A-S7 1-S7 480 B-9F A-S7 1-S7 480 I ; B-10 B-S7 2-S7 411 foo No. B-11 C-S7 4-S7 300 c a _ B-12 D-S7 3-S7 250 Ob 1989 M•1 Tine - - B-12A D-S7 3-57 5 __..____ � .4 - � 7 �p� � B-12B D-S7 3-57 250 4 B-13 E-S7 5-S7 - B-14 F-S7 6-S7 8-15 G-S7 6-S7 SI'MI w, ELEV. ELEV. ( 57 T 10260 SW GREENI?URC, ROAD' --- - -- - - - - -- - - - --- -_ 1 0C' 14 .:x W IF THIS DOCUMENT IS LESS f(I III �I�I 111 111 III III VIII IIs II. VIII 1 IIT T 11 ill I��'!111II III III III �1 ISI IIS I IIS SII III IIS III III III I I I�� illl�l�l I�I I�I I�I�i�l I�i I�I i�l�l LI ' I I I I I I I I I 5 16 I , I I I g III I—lp 1.�' � 1Z� APRIL 2� - I s94 LEGIBLE THAN THIS NOTATION, ��_- —�__ -�_— _-4� ---�- _ _76 _�_ -._.-81 .� - 1 '1' IT IS DUE TO THE QUALITY OF -- No.30 THE ORIGINAL DOCUMENT. tell Z8Z L7 T911911 It9l, 6ZI �EIt3l, iZ Ov181 8I Gi1•Z Ei it 8�� 11 Ell 1-111 iI� III11►► 1111111I111Ii�1111IIi11►11►,1�;►�II�I�,I► ,li—►►�►,I�i�►TII ,1►I11►►1111111 III►,,►1,111111„I►III,I►TI►IIlll►I> �Ill�l►11 ,11 I� III�LII� �lll►I I,I+�.��I� Illlllll►Ill�wll� P r-• 4 34' OQ" F�E7WN COLS G TO(p K Tp FIELD EEWD AGI <�" �21G� gypt 'IGK ��. 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S L - - r-c�rz Df- L S i - FO D STA I L`� r il �_-_- !L�LLOIJTS IIV GALLOUTS 1►-J A, /�• I) 1 �.- co' �kIGK GOM1.�10N StL` I i GOMMOI.1 vCt: I g t-j T WFCLL. �_I�� �,I W 1 -� E -, p 10� � G I F' GO►•iG St.AF� - � T_� c • 35'- L-Tv r► J COLS - TO p 1�. K TO n e 1E- I' • R L" W V, r W STI(Z2UPS@3"OG STIRRUPS g' OC-. 0 TI UPS 5"O~U -- �f f 4 Gv4P ,"�" G ANG • • F -- — --. -\ i V � � 3 w S L P t✓ - - J „Lo'-O" r_. -xw S GONG - -., MAX - r_ I / -- - - -- - WALL. �PfuJC�2AL °f (y °f GOIvT - Ci" t'�'EAM � • ft 3 STI F2P�PS � cs ;; ----- . - ?_ RADI_ 40 • . ac7 �,TI�RUPS l-' ; 4 xt 7 Fes` 9_ t 5TRAK4L)S 4,. �"il?!a. PAD --- - — -- - - ; 4" I ID II 7 7- - > 4 FA 2- #4 �24" ' w 11 ' •-. . • at" \ FAG E. I a' c ELEV. WALL VaW-T 2EIiJF T s ' 5 SECTION SECTION SECTION SECTION _ IU 3T1(ZI2UPS G 81 OC, 5TILIptum 6) ICo" QG. 10 t)TIRIaups C ai"OG- �$K p>�$915.1�1 B- 16 A-S8 1-S8 500 B-17 B-S8 2-S8 377 O B-17A B-S8 2••S8 377 4 2411 B-13 C-S8 3-38 790 —i H-19 D-S8 6-S8 1 ------- -- ---- -- -4" B-20 E-S8 4-S8 231 - - r:,w ._.-7•,. � B-20A E-S8 4-58 231 1+-•-•---�— _—__—_---_---._. --- _ I B-2 0 B E-SG 8 4-S 8 2 0 0 — 4, _#5 !f�( / V d� B-71 F-SG 7-S8 - '', ' `�N nF'P B-22 (ALT. 1) G-S8 8-S8 - z 24 �g IiAI�tC� B-22 (ALT.2) H-S8 9-S8 542 ELEV. Q 7 oil C. Ico STII�iK�Jh � L4„UG ST112RUPS G vo''O.C. ICo STIRIZuF—ftG 5"GG r 5 STIR2UPSCsr _I?- >TI FZRUPs Ilo" OG 8 5TIRRUI-S C' 12"GGX - -. - -- --.. M , - 5 I ------------- SECTION 4 - s'TRHIQLL Z: I v./t=ST �F.ID 17oil E ELEV. 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OF 1t,,/ALL Oitit2' i At ,r_.l1 T OF WHI_L •, ONE SIC)L OI`IL.�( 1t- 5t-I0wiK1 i � '_IDc ONL:( I� �1-iOWhJ I'Q� GLA�ITY SECTION i ` SECTION i T`( P, 4,, TYP�4 ��II--i / 4" I` \ R �q x 8 x I' -O'' — . G ID x �O xr�'- 10" IJtL.50T..1 STUD e - I r) c"" Gr CMckld Gr bU �Ip. Onto 4_ a., -co'' _,' I•JEL SOr�I STUD 4 STfE!Ij T C011- TIES ApR Od 9" OMet Tills � 1 9 - , a' -co" CIO x20 x 2' -°j" 11SL .�E G-t i STRUT COIL a TIP.=c 4 Ghost No SECTIONI z SECTION S q oj� 10260 SI GPEENAUPG POAh 14 CIF 14 ° IF THIS DOCUMENT TS LESS Tlf III 'Ill III III Ili 111j1 I .111 III III I I Iri r11 fli III f VIII Ili IIIITIr If Ili Illi) I III III VIII I III III III I I' lllllll II!IIII I�I I�I III III III III III 11 - =� LEGIBLE THAN THIS NOTATION, I I 11 I I I I I I4 I I I I I I I I I lU I 11 �� APRIL 2t3 1994 ! ( TT IS ) _� —�_� --- —1�� __---- ------ -� DUE TO THE QIIAI,I'TY OF No 36 4„_,•ter,,. 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