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HomeMy WebLinkAbout4855-1GENERAL GENERAL STRUCTURAL STEEL NOTES SPECIAL INSPECTION NOTES: SPECIAL INSPECTION TABLES PER 2001 G.B.G.: TYPICAL ABBREVIATIONS 1. THE DRAWINGS REPRESENT THE FIN15HED 5TRUGTURE. THEY DO NOT I. STRUCTURAL STEEL W- SHAPE SHALL CONFORM TO A.5.T.M. (Agg2) , (A50) OWNER SHALL EMPLOY LICENSED DEPUTY INSPECTION FIRM INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL ALL MOMENT FRAMES t BRACED FRAMES: TO PROVIDE THE FOLLOWING SPECIAL INSPECTIONS. PROVIDE ALL MEASURES NECE55ARY TO PROTECT THE STRUCTURE ALL ANGLES CHANNELS, TEE'S 4 PLATES SHALL THE FIRM EMPLOYED SHALL FORWARD ALL CORRE5PONDENCE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO, BRACING, 5HORING FOR LOADS DUE TO CONSTRUCTION CONFORM TO (A512) GRADE 50) SPECIFICATION. ALL STRUCTURAL STEEL SHALL TO THE ARGHITEGT / ENGINEER OF RECORD. EQUIPMENT, ETC. CONFORM TO THE A.1.5.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. SPECIAL INSPECTION 15 REQUIRED FOR ALL MELDINIS. 2. ANY CHAN67E, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT ALL MISCELLANEOUS ANGLES CHANNELS, TEES 4 PLATES SHALL I. FOR ANY HOLE5 DRILLED LARGER THAN 1 1/2" 7 THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME, AND CONFORM TO A3b SPECIFICATION. ALL 5TRUCTURAL STEEL SHALL OR ANY NOTCHES IN BM's OR J015T5 SHALL BE 5HOULO BE REVIEWED BY A LICENSED ARCHITECT FOR CONFORMITY CONFORM TO THE A.1.5.6. SPECIFICATIONS FOR FABRICATION AND ERECTION. APPROVED BY THE ARCH. PRIOR TO INSTALLATION. WITH THESE PLANS. 2. ALL STEEL TUBES SHALL CONFORM TO A.S.T.M. A-500, GRADE "B°. SEE DETAIL 1-51.1 3. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE ALL STEEL PIPE SHALL CONFORM TO A.5.T.M. A-53 GRADE 'B". 2. ALL STEEL FABRICATION SHALL BE DONE IN CERTIFIED SHOP, ARCHITECT, HIS EMPLOYEES, AND ENGINEER5 AGAINST ANY AND ALL 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A APPROVED BY THE CITY PER SECT. 11042.2 LIABILITY, CLAIMS, DAMAGE5, AND C05T OF DEFENSE AR151NG OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED 3. ALL SHOP WELDING SHALL BE DONE BY A FABRICATOR APPROVED MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. TO THE STRUCTURAL ENGINEER THROUGH THE AR( HITEGT FOR APPROVAL PRIOR TO FABRICATION. BY DEPARTMENT OF BUILDING AND SAFETY PER 2001 C.B.C. 4. ALL WORK SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE ALL SHOP WELDING SHALL BE DONE BY A FABRICATOR APPROVED BY GRAFTER 1102 IN LIEU OF FABRICATOR APPROVAL, THE OWNER MAY4. EMPLOY A SPECIAL INSPECTOR, MICH 15 TO BE APPROVED BY THE STANDARDS, AND THE REGULATIONS THE STATE OF CALIFORNIA THE DEPARTMENT OF BUILDING AND SAFETY, PER GBG SECTION 1101.1 (f). DEPARTMENT OF BUILDING AND SAFETY, WHO WILL T L15TE12 I OF INDUSTRIAL SAFETY, AND TH05E CODES AND STANDARDS LISTED IN THESE NOTES. IN LIEU OF FABRICATOR APPROVAL, THE OWNER MAY EMPLOY A INSPECT ALL PHASES OF SHOP WELDING DURING SUCH TIMES THE SPECIAL INSPECTOR, WHICH 15 TO BE APPROVED BY THE DEPARTMENT WELDING 15 TAKING PLACE. THE FABRICATOR OR SPECIAL INSPECTOR 5. THESE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS OF BUILDING AND SAFETY, WHO WILL INSPECT ALL PHASES OF SHOP SHALL SUBMIT THEIR CREDENTIALS FOR REVIEW AND APPROVAL BY GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY WELDING DURING SUCH TIMES THE WELDING 15 TAKING PLACE. THE THE DEPARTMENT OF BUILDING AND SAFETY PRIOR TO THE START ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. FABRICATOR OR SPECIAL INSPECTOR SHALL SUBMIT THEIR CREDENTIALS OF FABRICATION OR INSPECTION. 6. NOTES AND DETAILS ON 5TRJCTURAL ORAWING5 SHALL TAKE FOR REVIEW AND APPROVAL BY THE DEPARTMENT OF BUILDING AND 4. ALL FIELD WELDING SHALL BE DONE BY CERTIFIED WELDER5. PRECEDENCE OVER GENERAL NOTES, 5PEGIFIGATIONS AND DETAILS SAFETY PRIOR TO THE START OF FABRICATION OR INSPECTION. 5. FULL PENETRATION WELDS AND FILLET WELDS 5/16" OR LARGER SHALL PROVIDED ON 5-1 SHEET. WHERE NO DETAILS ARE SHOWN, 5. ALL FIELD WELDING EXCEPT MINOR OR TACK WELDING SHALL BE DONE DONE UNDER THE OBSERVATION APPROVED SPECIAL CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. BY CERTIFIED WELDER5 UNDER THE OBSERVATION OF AN APPROVED IN S M INSPECTOR. SUCH INSPECTOR SHALL SUBMIT HI5 /HER CREDENTIALS 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE SPECIAL INSPECTOR. SUCH INSPECTOR SHALL SUBMIT HIS /HER FOR REVIEW BY THE DEPARTMENT OF BUILDING AND SAFETY PRIOR CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL CREDENTIALS FOR REVIEW OF APPROVAL BY THE DEPARTMENT OF TO REPORTING TO THE JOB5ITE. BE REPORTED TO THE ENGINEER/ARCH. IMMEDIATELY. BUILDING AND SAFETY PRIOR TO REPORTING TO THE JOB5ITE. PRIOR TO PLACEMENT OF CONTROLLED FILL, 8. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES R N ON b. ALL 5TUO5 WELDED TO STEEL BEAMS AND COLUMNS SHALL BE REQUIRE SPECIAL INSPECTION DRAWINGS. TYPICAL DETAILSILSAND GENERAL NOTES ARE MINIMUM FULLY THREADED STEEL STUDS WITH 1/4" FILLET WELDS ALL AROUND, ALL SPECIAL INSPECTION SHALL BE DONE IN ACCORDANCE WITH REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. OR STUDS WELDED TO STEEL BEAMS AND COLUMNS SHALL BE CHAPTER 11 OF THE 2001 G.B.G. AND SUBSECTIONS 1104 , 1105, NELSON STUDS OR OTHER APPROVED MFG. I10b, AND 1101. q. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR 1. STRUCTURAL STEEL MEMBERS REQUIRED TO BE FIREPROOFED, IN ADDITION TO THE REGULAR INSPECTION, THE FOLLOWING ITEMS WILL BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, NEED NOT BE PAINTED. ALSO REQUIRE SPECIAL INSPECTION FOUNDATIONS ETC. IF ANY SUCH STRUGTURE5 ARE FOUND, 8. ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-301) FOR UNFIN15HED SEE SPECIAL INSPECTION TABLES THIS SWET FOR PERIODIC AND THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. BOLTS, EXCEPT WHERE SPECIFICALLY NOTED A5 HIGH STRENGTH C1INTINJI 15 SPECIAL INSPECTIONS (NOT LISTED BELOW PER 1007 CBG. 10. GON5TRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED BOLTS WHICH SHALL CONFORM TO A.S.T.M. (A-325). ALL (A-325) BOLTS ALL ITEMS LISTED BELONG IN ADDITION TO SPECIAL INSPECTION TABLES, ON ROOF. LOAD SHALL NOT EXCEED THE DE516N LIVE LOAD SHALL HAVE SPECIAL INSPECTION. REWRE PERIODIC SPECIAL INSPECTIONS PER SQUARE FOOT. PROVIDE ADEQUATE 5HORING AND/OR q. ALL THREADED RODS SHALL CONFORM TO A.5.T.M. (A-36) ITEMS BRACING. 5EE ROOF FRAMING NOTES 2 AND 3. EXCEPT WHERE SPECIFICALLY NOTED A5 HIGH STRENGTH PRESTRESSING TENDONS AND PLACEMENT THREADED RODS WHICH SHALL CONFORM TO A.5.T.M. (A -44q). I. ALL CONCRETE GREATER THAN 2,50OP91 (GRADE BEAMS 3,000ps1) 11. WHERE REFERENCE 15 MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST 10. ALL WELDING SHALL CONFORM TO THE A.W.5. SPECIFICATIONS. 2. WOOD SHEAR WALL5 5HEAR PANELS AND DIAPHRAGMS, INCLUDING NAILING, FASTENING EDITION AND/OR ADDENDUM. II. ALL BOLTS FOR STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES BOLTING, AR&HORING AND OTHER TO OTHER COMPONENTS OF THE SEISMIC -FORGE -RESISTING SYSTEM, WHERE 12. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL SUBMIT FOR CONNECTIONS WILL NOT BE PERMITTED. THE FASTENER SPACING OF SHEATHING 15 LESS THAN 4' ON CENTER. WRITTEN R.F.I. (REQUEST FOR INFORMATION) FORMS FOR SPECIFIC 12. PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK 3. COLD FORMED STEEL FRAMING WELDING OPERATIONS OF ELEMENTS ACCORDANCE WITH TABLE 1.104A3 ITEM 5b FOR ALL STEEL CONNECTIONS. OF THE 5E15MIC-FORGE-RESISTIN67 5Y5TEM 5CREW ATTACHMENT, CLARIFICATIONS AND OR QUESTIONS RELATIVE TO THE 13. ALL BOLT SPACING IN STRUCTURAL STEEL CONNECTIONS TO BE 3' MIN. BOLTING ANCHORING AND OTHER FA5TENI14G OF COMPONENT5 APPROVED PLANS AND DETAILS, DIRECTED TO THE ENGINEER. BETWEEN BOLTS AND 1 1/2' MIN. EDGE DISTANCE, UNLESS NOTED OTHERWI5E. WITH -IN NE 5E15MIG-FORGE-RE515TING SYSTEM, INCLUDING STRUTS, ALL R.F.I. CORRESPONDENCE MUST BE DIRECTED THROUGH THE WN BRACES, AND HOLD -DOS. ARCHITECT IN WRITING. R.F.I.'s MUST INCLUDE: 14. ALL NUTS FOR STRUCTURAL STEEL CONNECTION5 SHALL BE HEAVY 4. HIGH STRENGTH BOLTS. (BRACED FRAMES 1 MOMENT FRAME5) HEXAGONAL NUTS. NAME OF COMPANY AND SPECIFIC TRADE, WITH ADDRESS. 5. STEEL BAR JOIST SHEAR STUD CONNECTORS. NAME OF INDIVIDUAL TO CONTACT, WITH TELEPHONE AND FAX NUMBERS. 15. PROVIDE BEVELED WASHERS UNDER NUTS AT STEEL CONNECTIONS, WHEN THE BEVEL EXCEEDS 1:20. b. ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS SPECIFICS OF QUESTION, INCLUDING ALL DETAIL AND PLAN FOR SEISMIC, RESISTANCE. REFERENCES WITH CLEARLY WRITTEN REQUEST. I6. PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND R.F.IMST ST INCLUDE DATE. AND R.F.I. NUMBERS THAT COORDINATE COLUMN BASE PLATES. BEEN INCREASED. THE ARCHITECT. Il. PROVIDE STANDARD HOLES FOR ALL BOLTED CONNECTIONS. ALL ITEMS LISTED BELOK IN ADDITION TO SPECIAL INSPECTION TABLES, REQUIRE GONTINJM SPECIAL INSPECTIONS GENERAL FOUNDATION NOTES 18. PER AISG 341-05 SECTION 1.38; WHERE WELDS ARE DESIGNATED AS ITEMS I. ALLOWABLE 501L PRESSURES: °DEMAND CRITICAL°, THEY SHALL BE MADE WITH A FILLER METAL CAPABLE AGI 318: CH. 4,52-5.4 1500 P5F PER TABLE 1804.2 OF THE C.B.C. OF PROVIDING A MINIMUM GHARPY V -NOTCH TOUGHNESS OF 20 FT -LB (21J) I. FIELD WELDING 2. ALL REQUIRED FILL AND BACKFILL SHALL BE COMPACTED TO AT -20°F (-2q°G) A5 DETERMINED BY THE APPROPRIATE AWG CLA551FICATION WELDS FOR ALL MOMENT FRAMES 4 BRACED FRAMES SHALL HAVE AT LEAST qO% OF THE MAXIMUM DENSITY OBTAINABLE BY TEST METHOD OR MANUFACTURER GERTIFIGATION, AND 40 FT -LB (54 J) AT 10°F ULTRA50NIG TESTING BY A REGISTERED TESTING LABORATORY THE A.5.T.M. DESIGNATION 0-1551 METHOD OF (210G) A5 DETERMINED BY APPENDIX X OR OTHER APPROVED METHOD, WHEN ALL CONCRETE SHALL BE GOMPRE5510N TESTED COMPACTION. FLOODING OR JETTING 15 NOT PERMITTED. THE STEEL FRAME 15 NORMALLY ENCLOSED AND MAINTAINED AT A TEMPERATURE BY A REGISTERED DESIGN PROFESSIONAL 3. ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 12 OF 50°F (10°C) OR HIGHER. FOR STRUCTURES WITH SERVICE TEMPERATURES LOWER ALL SPECIAL INSPECTION SHALL BE PERFORMED BY INDEPENDENT BELOW THE ADJACENT FINAL GRADE OR FLOOR LEVEL, THAN 50°F (100G), THE QUALIFICATION TEMPERATURE FOR APPENDIX X SHALL BE INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT WHICHEVER 15 LOWER UNLESS NOTED OTHERWISE ON PLANS 20°F (II°C) ABOVE THE LOWE5T ANTICIPATED SERVICE TEMPERATURE, OR AT A THE CONTRACTOR PER SEG. 1101 AND DETAILS. LOWER TEMPERATURE. AGENCY OR INSPECTOR DOING SPECIAL INSPECTION MUST BE 4. UNDER ALL INTERIOR CONCRETE FLOOR 5LAB5 ON GRADE REINFORCING STEEL AF R OVEDD THE DEPARTMENT OF BUILDING AND SAFETY, COUNTY PROVIDE A 20 LAYER OF MOIST SAND OVER AGI 318: 5,6,5.b PROPERLY GRADED SUBGRADE. I. ALL REINFORCING SHALL BE A.S.T.M. A -b15 GRADE bO U.N.O. THE OWNER OR ARCHITECT / ENGINEER OF RECORD ACTING A5 2. ALL REINFORCING TO BE VELOED SHALL BE OF A WELDABLE GRADE OMER's AGENT MUST SUBMIT SIGNED STATEMENT CERTIFYING SATISFACTORY COMPLETION OF WORK REQUIRING 5PECIAL SUCH A5 A5TM A106. INSPECTION PRIOR TO THE FINAL INSPECTION. SEISMIC, DESIGN CATEGORY: °D' 3. REINFORCING BARS MARKED CONTINUOUS SHALL BE 5PLIGED WITH SITE GLASS: "D. A LAP OF 44 BAR DIAMETERS MIN. IN CONCRETE AND bb BAR AGI 318: 5.4, 5.10 IMPORTANCE FACTOR: j = I DIAMETERS IN MASONRY. ALL CHORD BARS 4 JAMB BARS SHALL PLACEMENT FOR PROPER APPLICATION ZIP CODE: 82335 HAVE 8b BAR DIAMETERS LAPS MIN. SEE DETAIL 4-51.1 MAXIMUM CONSIDERED EARTHQUAKE (WE) GROM MOTION 4. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN MOAA PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. SHORT PERIOD SPECTRAL RESPONSE, 5g= ISI 5. USE LOW HYDROGEN ELEGTRODE5, GRADE E-80 FOR WELDED 51TE COEFFICIENT, F,--1.0 REINFORCING BAR5. �. SPECTRAL RESPOND, 5m = 1.01 b. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE: DESM BASE SHEAR ACCELERATION BELOW GRADE (UNFORMED).......................3" GLR. Gs = (ALL GANOPIE5) 0516 BELOW GRADE (FORMED)...........................2" GLR. CURING TEMPERATURE AND TEGHNIGUE5 1. REINFORCING 5TEEL SHOP DRAWING5 FOR STRUCTURAL CONCRETE X SLAB AND BEAMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER 8. THROUGH ARCHITECT FOR REVIEW PRIOR TO FABRICATION. T C4=RETE I. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH A. APPLIGA11ON OF PRE 5TRE551NG FORCES. OF 3000 PSI AT 28-DAY5, UNLE55 NOTED OTHERWISE. THE X WATER TO GEMENT RATIO SHALL NOT EXCEED b 1/2 - GAL. PER SACK OF GEMENT MINIMUM OF 5 SACKS OF GEMENT PER CUBIC B. GROUTING OF BONDED PRE STRESSING YARD (bs. of water/Ib. of cement= 511bs. water moxJ1 i1b, of cement). MAX. SLUMP = 4" 2. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 3. ALL GEMENT SHALL CONFORM TO A.S.T.M. G-150, TYPE I OR 11, LOW ALKALI 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.5.T.M. G-33 FOR STANDARD WEIGHT CONCRETE. 5. ALL AGGREGATE SHALL BE COMPARABLE TO '5AN GABRIEL VALLEY' AGGREGATE. THE SHRINKAGE SHALL BE A5 PER A.5.T.M. G-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28 -DAYS OF DRYING NOT EXCEEDING 0.04%. b. ORYPAGK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. (3000 P.5.1. MINA 1. CONCRETE SHALL BE CURED BY KEEPING CONTIhUDU5LY NET FOR 10- DAYS OR BY AN APPROVED CURING COMPOUND. 8. FURNI5H AND INSTALL CONCRETE A5 INDICATED IN THE PLANS AND FOLLOWING NOTES AND IN AGGORDANGE WITH THE BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE. BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMEN <cpeRR� c�nN9� ,y Knapp& Associates,In REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE STRUCTURAL CODE REQUIRES A DIG ALERT IDENTIFICATIO ,��o'� ` ��FORE r' 408 South Stoddard SCALE: NUMBER BE ISSUED BEFORE A PERMIT TO d A `�-;;.Ss'7 GRADING IMPROVEMENT PLANS DATE of APPROVAL SHOWN HEREON DRAWN BY: EXCAVATE WILL BE VALID San Bernardino, CA, 92401 AND CARRIED FORTH IN A DILIGENT BY- L.H. CAMPUS PARKING LOT IMPROVEMENTS AS SHOWN FOR YOUR DIG ALERT I.D. NUMBER CALL NEOxp. 3 31052 7 *'tLjstyf'T�' ` E -Mail (KNAPPAE@AOL,COM� CAMPUS PARKING LOT PROJECT MANNER, THE CITY ENGINEER MAY DESIGNED BY: DATE: UNDERGROUND SERVICE ALERT s� �P ,i `'i, ;ik r ;, Tel. (909 889-0115 REQUIRE REVISIONS TO THE PLANS TO L.C.K. JUL. 2010 TOLL FREE 1-800-227-2600 qlF F C��.�Fax, (90) 889-0455 BRING THEM INTO CONFORMANCE WITH CHECKED BY: PPRO BY. DATE: DRAWING NO.: OF A�� r:,..f:_ CONDITIONS AND STANDARDS IN EFFECT. Si TWO WORKING DAYS BEFORE YOU DIGL REV. REVISION DESCRIPTION DATE ENGR. CITY DATE .C.K. ficrry ENGINEER R.C.E. No. 51152 4855 S4 CLIENT: CITY OF FONTANA TKE JOB #: 101-49 REQUIRED VERIFICATION AND INSPECTION OF 501L5 ARCH'L - ARCHITECTURAL FIN. FLR. - FIN15HED FLOOR SCREWS VERIFICATION AND INSPECTION TASK CONTINI)OUB DURING TASK LISTED PERIODICALLY DURING TASK LISTED I. VERIFY MATERIALS BELOW FOOTIN65 ARE B.N. - BOUNDARY NAILING GLB - GLU-LAM BEAM 5TL. - STEEL B.S. - BOUNDARY 5CREWING HORIZ. - HORIZONTAL STIFF - STIFFENER R B.O.B. - BOTTOM OF BEAM INT. - INTERIOR 50. - SQUARE ADEGIJATE TO ACHIEVE THE DE516N BEARING B.D.F. - BOTTOM OF FRAMING K.G. - KING COLUMN THK. - THICK X CANT. - CANTILEVER LG. - LONG T.O.B. - TOP OF BEAM CAPACITY. CHANN. - CHANNEL LT. WT. GONG. - LIGHT WEIGHT T.O.CONC. - TOP OF C.I.P. - CAST IN PLACE CONCRETE CONCRETE 2. VERIFY EXCAVATIONS ARE EXTENDED TO GLR. - CLEAR M.B. - MACHINE BOLT T.O.P. - TOP OF PARAPET COL. - COLUMN MECH'L - MECHANICAL T.0.5. - TOP OF SHEATHING GONG. - CONCRETE MIN. - MINIMUM T5 - TUBULAR STEEL PROPER DEPTH AND HAVE REACHED PROPER CONT. - CONTINUOUS N.5. - NEAR 51DE TYP. - TYPICAL X OF. - DEEP O.G. - ON CENTER OTHER 15E MATERIAL. DET. - DETAIL P.D. - POWER DRIVEN VERT - VERTICAL DIAD. - DIAGONAL PLYWD. - PLYWOOD W - WIDE 3. PERFORM CLASSIFICATION AND TESTING OF E.N. - EDGE NAILING REQ'O - REQUIRED Ilk - CENTERLINE E.W. - EACH WAY R.R. - ROOF RAFTERS 0 - DIAMETER EXT. - EXTERIOR CONTROLLED FILL MATERIALS. STRUCTURAL SYMMLS / LE6END I. DETAIL OR SECTION NUMBER X 4. VERIFY U5E OF PROPER MATERIALS, 3. MA50NRY IN PLAN OR SECTION VIEW AND SLOPE 4. REFERENCE NOTE, REFER TO PLAN 1b. WOOD MEMBER e_ NOTE INDICATED IN SECTION DEN6ITIE5 AND LIFT THIGKNE55 DURING 5• TRU55 OR WALL ELEVATION NUMBER X SHEET WHERE DRAWN b. STEP ELEVATION TO BOTTOM OF FOOTING PLAGEMENT AND COMPACTION OF OR GRADE BEAM INDIGATE5 SHEAR PANEL CONSTRUCTION �• SEE DETAIL 1-52.1 FOR SHEAR WALL SCHEDULES. CONTROLLED FILL. -INDICATES LENGTH OF SHEAR WALL 8• Ip_ INDICATES DBL. 2xb STUDS U.N.O. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, © TO ROOF EACH END; SEE SHEAR WALL 56HEOULE ON 1-52.1 10. INDIGATE5 bxb F05T IN WALL5 U.N.D. 11. a= INDICATES SHEAR WALL PANEL w/ bxb P05T EACH END; OBSERVE SUB GRADE AND VERIFY THAT 51TE © SEE SHEAR WALL SCHEDULE ON 1-52.1 X © FOR SCHEDULE (INSTALL PER MANUF. SPECSJ HAS BEEN PREPARED PROPERLY. 13. SHEAR ABV. _ SHEAR BELOW SHEAR ABOVE®- SHEAR BELOW ABV. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CO*TRVTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC, REFERENCED STANDARD CBG REFERENCE I. INSPECTION OF REINFORCING STEEL, INGLUDING X AGI 318: 35,1.1-1.1 1913A.4 PRESTRESSING TENDONS AND PLACEMENT 2. IN5PECTION OF REINFORCING STEEL WELDING IN AW5 DIA ACCORDANCE WITH TABLE 1.104A3 ITEM 5b X AGI 318: 352 1913A.4 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF X 1911A.5 CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4. VERIFY USE OF REQUIRED DESIGN MIX. AGI 318: CH. 4,52-5.4 1904A22, X IcI13A2 Ig13A3 5. AT THE TIME FRESH CONCRETE 15 SAMPLED TO ASTM G lit FABRICATE 5�GIMEN FOR 5TRENGTH TESTS, X A5TM G 31 1913A.g PERFORM SLUMP AND AIR CONTENT TESTS, AND AGI 318: 5,6,5.b DETERMINE THE TEMPERATURE OF GONCRETE. 6. INSPECTION OF CONCRETE AND SHOTGRETE AGI 318: 5.4, 5.10 1913A.6, 1913A.1, PLACEMENT FOR PROPER APPLICATION X MOAA TEGHNIGUE5. �. IN5PECTION FOR MAINTENANCE OF 5PEGIFIED AGI 318: 5.11-5.13 1913A.g CURING TEMPERATURE AND TEGHNIGUE5 X 8. INSPECTION OF PRE 5TRE55ED CONCRETE: A. APPLIGA11ON OF PRE 5TRE551NG FORCES. X AGI 318: 1820 B. GROUTING OF BONDED PRE STRESSING X AGI 318: 18.18.4 TENDONS IN THE 5EI5MIG-FORCE-RE5I5TING SYSTEM of. EREGTION OF PRE CAST CONCRETE MEMBERS. AGI 318: GH. 16 X 10. VERIFICATION OF IN-SITU GONGRETE 5TRENGTH, AGI 318: 62 PRIOR TO STRESSING OF TENDONS IN P05T X TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAM5 AND STRUCTURAL %LABS. II. INSPECTION FORM WORK FOR SHAPE, LOCATION AGI 318: 6.1.1 AND DIMENSIONS OF THE CONCRETE MEMBER X BEING FORMED. 12. P05T-IN5TALLED ANGHOR5 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBG REF. I. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLT NUT5 AND WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM TO APPLICABLE A5TM ASTM STANDARDS SPECIFIED IN THE X MATERIAL SPECIFICATION. APPROVED OVED CONSTRUCTION 000UMENT5. AI56 3bO, SECTION A33 b. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED. X 2. INSPECTION OF HIGH-5TREN6TH BOLTING: a. BEARING -TYPE CONNECTION5 X A156 3bO, SECTION M25 1104A33 b. SLIP -CRITICAL CONNECTIONS. X X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a. IDENTIFICATION MARKINGS TO CONFORM TO A5TM STANDARDS SPECIFIED IN THE A5TM A 6 OR APPROVED CONSTRUCTION DOCUMENTS. A5TM A 568 1108A33 b. MANJFAGTURER5' GERTIFIED MILL TEST REPORTS. A5TM A b OR A5TM A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AW5 5PEGIFIGATION IN THE APPROVED A156 360, 5EGTION A3.5 CONSTRUCTION DOCUMENTS. b. MANUFACTURERS' GERTIFIGATE OF GOMPLIAN( E REQUIRED. 5. INSPECTION OF WELDING: a. 5TRUGTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRAnoN GROOVE WELDS. X AW5 DI.I 1704A.3.1 2) MULTIPA55 FILLET WELD5. X 3) 51NGLE-PA55 FILLET WEL05 5/16' X 4) SINGLE -PASS FILLET 16EL05 5/16" X 5) FLOOR AND ROOF DECK WELD5. X AW5 013 b. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN A5TM A 106. X 2) REINFORCING STEEL RE515TING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND X SPECIAL REINFORCED CONCRETE SHEAR AW5 01.4 WALL5 AND SHEAR REINFORCEMENT. AGI 318: 352 3) SHEAR REINFORCEMENT. X 4) OTHER REINFORCING STEEL. X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED X GON5TRUGTION DOCUMENT5: a. DETAILS SUCH AS BRACING AND STIFFENING. 1104A32 B. MEMBER LOCATIONS. G. APPLICATION OF JOINT DETAIL5 AT EACH CONNECTION. YARD (bs. of water/Ib. of cement= 511bs. water moxJ1 i1b, of cement). MAX. SLUMP = 4" 2. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 3. ALL GEMENT SHALL CONFORM TO A.S.T.M. G-150, TYPE I OR 11, LOW ALKALI 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.5.T.M. G-33 FOR STANDARD WEIGHT CONCRETE. 5. ALL AGGREGATE SHALL BE COMPARABLE TO '5AN GABRIEL VALLEY' AGGREGATE. THE SHRINKAGE SHALL BE A5 PER A.5.T.M. G-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28 -DAYS OF DRYING NOT EXCEEDING 0.04%. b. ORYPAGK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. (3000 P.5.1. MINA 1. CONCRETE SHALL BE CURED BY KEEPING CONTIhUDU5LY NET FOR 10- DAYS OR BY AN APPROVED CURING COMPOUND. 8. FURNI5H AND INSTALL CONCRETE A5 INDICATED IN THE PLANS AND FOLLOWING NOTES AND IN AGGORDANGE WITH THE BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE. BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMEN <cpeRR� c�nN9� ,y Knapp& Associates,In REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE STRUCTURAL CODE REQUIRES A DIG ALERT IDENTIFICATIO ,��o'� ` ��FORE r' 408 South Stoddard SCALE: NUMBER BE ISSUED BEFORE A PERMIT TO d A `�-;;.Ss'7 GRADING IMPROVEMENT PLANS DATE of APPROVAL SHOWN HEREON DRAWN BY: EXCAVATE WILL BE VALID San Bernardino, CA, 92401 AND CARRIED FORTH IN A DILIGENT BY- L.H. CAMPUS PARKING LOT IMPROVEMENTS AS SHOWN FOR YOUR DIG ALERT I.D. NUMBER CALL NEOxp. 3 31052 7 *'tLjstyf'T�' ` E -Mail (KNAPPAE@AOL,COM� CAMPUS PARKING LOT PROJECT MANNER, THE CITY ENGINEER MAY DESIGNED BY: DATE: UNDERGROUND SERVICE ALERT s� �P ,i `'i, ;ik r ;, Tel. (909 889-0115 REQUIRE REVISIONS TO THE PLANS TO L.C.K. JUL. 2010 TOLL FREE 1-800-227-2600 qlF F C��.�Fax, (90) 889-0455 BRING THEM INTO CONFORMANCE WITH CHECKED BY: PPRO BY. DATE: DRAWING NO.: OF A�� r:,..f:_ CONDITIONS AND STANDARDS IN EFFECT. Si TWO WORKING DAYS BEFORE YOU DIGL REV. REVISION DESCRIPTION DATE ENGR. CITY DATE .C.K. ficrry ENGINEER R.C.E. No. 51152 4855 S4 CLIENT: CITY OF FONTANA TKE JOB #: 101-49 A.B. - ANCHOR BOLT F.P. - FULL PENS 5.0.5. - SELF DRILLING ARCH'L - ARCHITECTURAL FIN. FLR. - FIN15HED FLOOR SCREWS BLK'G - BLOCKING F.N. - FIELD NAILING S.F. - SOFFIT FRAMING BM. - BEAM F.5. - FIELD 5CREWING 51MP. - 51MP50N B.N. - BOUNDARY NAILING GLB - GLU-LAM BEAM 5TL. - STEEL B.S. - BOUNDARY 5CREWING HORIZ. - HORIZONTAL STIFF - STIFFENER R B.O.B. - BOTTOM OF BEAM INT. - INTERIOR 50. - SQUARE B.D.F. - BOTTOM OF FRAMING K.G. - KING COLUMN THK. - THICK BRNG. - BEARING KP. - KING P05T THR'O - THREADED CANT. - CANTILEVER LG. - LONG T.O.B. - TOP OF BEAM CHANN. - CHANNEL LT. WT. GONG. - LIGHT WEIGHT T.O.CONC. - TOP OF C.I.P. - CAST IN PLACE CONCRETE CONCRETE G.J. - CEILING J015T MAX. - MAXIMUM T.O.M. - TOP OF MASONRY GLR. - CLEAR M.B. - MACHINE BOLT T.O.P. - TOP OF PARAPET COL. - COLUMN MECH'L - MECHANICAL T.0.5. - TOP OF SHEATHING GONG. - CONCRETE MIN. - MINIMUM T5 - TUBULAR STEEL CONT. - CONTINUOUS N.5. - NEAR 51DE TYP. - TYPICAL GNTR5NK. - COUNTERSINK N.T.5. - NOT TO SCALE U.N.O. - UNLE55 NOTED OF. - DEEP O.G. - ON CENTER OTHER 15E DET. - DETAIL P.D. - POWER DRIVEN VERT - VERTICAL DIAD. - DIAGONAL PLYWD. - PLYWOOD W - WIDE EA. - EACH REINF. - REINFORCING IE - PLATE E.N. - EDGE NAILING REQ'O - REQUIRED Ilk - CENTERLINE E.W. - EACH WAY R.R. - ROOF RAFTERS 0 - DIAMETER EXT. - EXTERIOR STRUCTURAL SYMMLS / LE6END I. DETAIL OR SECTION NUMBER SHEET WHERE DRAWN 14. --- DIRECTION OF STRUT 2. ELEVATION FROM DATUM 15. ROOF DIRECTION 3. MA50NRY IN PLAN OR SECTION VIEW AND SLOPE 4. REFERENCE NOTE, REFER TO PLAN 1b. WOOD MEMBER e_ NOTE INDICATED IN SECTION 5• TRU55 OR WALL ELEVATION NUMBER SHEET WHERE DRAWN b. STEP ELEVATION TO BOTTOM OF FOOTING OR GRADE BEAM INDIGATE5 SHEAR PANEL CONSTRUCTION �• SEE DETAIL 1-52.1 FOR SHEAR WALL SCHEDULES. -INDICATES LENGTH OF SHEAR WALL 8• Ip_ INDICATES DBL. 2xb STUDS U.N.O. q. I� INDIGATE5 SHEAR WALL PANEL w/ CONT. DBL. 2xb STUDS © TO ROOF EACH END; SEE SHEAR WALL 56HEOULE ON 1-52.1 10. INDIGATE5 bxb F05T IN WALL5 U.N.D. 11. a= INDICATES SHEAR WALL PANEL w/ bxb P05T EACH END; © SEE SHEAR WALL SCHEDULE ON 1-52.1 12. .®� � INDICATES 5HEARMAX WALL PANEL; SEE FOUNDATION PLAN © FOR SCHEDULE (INSTALL PER MANUF. SPECSJ 13. SHEAR ABV. _ SHEAR BELOW SHEAR ABOVE®- SHEAR BELOW ABV. YARD (bs. of water/Ib. of cement= 511bs. water moxJ1 i1b, of cement). MAX. SLUMP = 4" 2. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 3. ALL GEMENT SHALL CONFORM TO A.S.T.M. G-150, TYPE I OR 11, LOW ALKALI 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.5.T.M. G-33 FOR STANDARD WEIGHT CONCRETE. 5. ALL AGGREGATE SHALL BE COMPARABLE TO '5AN GABRIEL VALLEY' AGGREGATE. THE SHRINKAGE SHALL BE A5 PER A.5.T.M. G-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28 -DAYS OF DRYING NOT EXCEEDING 0.04%. b. ORYPAGK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. (3000 P.5.1. MINA 1. CONCRETE SHALL BE CURED BY KEEPING CONTIhUDU5LY NET FOR 10- DAYS OR BY AN APPROVED CURING COMPOUND. 8. FURNI5H AND INSTALL CONCRETE A5 INDICATED IN THE PLANS AND FOLLOWING NOTES AND IN AGGORDANGE WITH THE BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE. BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMEN <cpeRR� c�nN9� ,y Knapp& Associates,In REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE STRUCTURAL CODE REQUIRES A DIG ALERT IDENTIFICATIO ,��o'� ` ��FORE r' 408 South Stoddard SCALE: NUMBER BE ISSUED BEFORE A PERMIT TO d A `�-;;.Ss'7 GRADING IMPROVEMENT PLANS DATE of APPROVAL SHOWN HEREON DRAWN BY: EXCAVATE WILL BE VALID San Bernardino, CA, 92401 AND CARRIED FORTH IN A DILIGENT BY- L.H. CAMPUS PARKING LOT IMPROVEMENTS AS SHOWN FOR YOUR DIG ALERT I.D. NUMBER CALL NEOxp. 3 31052 7 *'tLjstyf'T�' ` E -Mail (KNAPPAE@AOL,COM� CAMPUS PARKING LOT PROJECT MANNER, THE CITY ENGINEER MAY DESIGNED BY: DATE: UNDERGROUND SERVICE ALERT s� �P ,i `'i, ;ik r ;, Tel. (909 889-0115 REQUIRE REVISIONS TO THE PLANS TO L.C.K. JUL. 2010 TOLL FREE 1-800-227-2600 qlF F C��.�Fax, (90) 889-0455 BRING THEM INTO CONFORMANCE WITH CHECKED BY: PPRO BY. DATE: DRAWING NO.: OF A�� r:,..f:_ CONDITIONS AND STANDARDS IN EFFECT. Si TWO WORKING DAYS BEFORE YOU DIGL REV. REVISION DESCRIPTION DATE ENGR. CITY DATE .C.K. ficrry ENGINEER R.C.E. No. 51152 4855 S4 CLIENT: CITY OF FONTANA TKE JOB #: 101-49