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STRUCTURAL GENERAL NOTES STRUCTURAL SHEET INDEX 51.0 STRUCTURAL GENERAL N07E5 C/) V cx-_ W O LO PROJECT SCOPE OF WORK: NEW REINFORCED CONCRETE FOUNDATION FOR NEW 52.0 PLAN, SECTION, AND DETAILS Z W 1550 GALLON • CONCRETE z TANK. N A. CONCRETE SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH AGI 318. C'3 t A. DE51ON BA515 AND ALL WORK SHALL CONFORM TO THE FOLLOWING CODES A5 AMENDED AND Z z U) ADOPTED BY SAN JOAQUIN COUNTY. B. CONCRETE SHALL BE A5 FOLLOW5: W 2016 CALIFORNIA BUILDING GORE 3 __j T_ 2016 CALIFORNIA MECHANICAL CODE STRENGTH AT MAX. ABBREVIATIONS W 2016 CALIFORNIA ELECTRICAL CODE CONCRETE USE W/G 28 DAYS U.O.N. RATIO AGGREGATE WEIGHT 5HRINKA6E It O 2016 CALIFORNIA FIRE CODE SIZE AND LONG. LONGITUDINAL J U Q LOW-VELOCITY FASTENER U) U � � B. THE CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL FIELD CONDITIONS, AND NOTIFY THE 4000 psi AT 28 @ AT L.V.F.TO 1" 145p�f A.B. ANCHOR BOLT MAX. - ENGINEER OF ANY DISGREPANGIES. PRIOR TO DETAILING AND FABRICATING STRUCMAT FOUNDATION 0.45 MAX. 3/4"TURAL STEEL, DAYS ARCH. ARCHITECTURAL MAX. MAXIMUM Q O ON THE G05T OF CORRECTING ERRORS RESULTING FROM FAILURE TO VERIFY EX15TING AYG ALASKAN YELLOW CEDAR M.B. MACHINE BOLTS (UNFINISHED) E N Lo CONDITIONS, DIMENSIONS, AND ELEVATIONS IN THE FIELD SHALL BE AT THE EXPENSE OF THE (L5) CRUSH LOW SHRINKAGE ROCK MIN. MINIMUM Q I_ C C 000 CONTRACTOR. ' ADD FIBER MESH TO ALL EXP05ED TOPPING SLAB, TYP. U.O.N. BLDG. BUILDING BLKG. BLOCKING N. NEW Q)� LL M G. THE CONTRACTOR SHALL PERFORM ALL WORK IN CONNECTION WITH, AND REA50NABLY G. STRENGTH: COMPRESSIVE STRENGTH IN PSI WHEN TESTED IN ACCORDANCE WITH ASTM G3q BM BEAM N5. NEAR SIDE Lo NTS. NOT TO SCALE Q Lo INCIDENTAL TO THE PROPER AND COMPLETE EXECUTION OF THE WORK REQUIRED. B.N. BOUNDARY NAIL 't C D. PORTLAND GEMENT SHALL CONFORM TO ASTM G-150, TYPE II. B.O.G. BOTTOM OF CONCRETE O.G. ON CENTER = Lo D. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AI5C "SPECIFICATION FOR THE DESIGN, BOT. BOTTOM OFF. OPPOSITE FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". E. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO A5TM G-33. FOR LOW SHRINKAGE CENTER LINE AGGREGATE; USE LIMESTONE OR GRANITE. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL PLATE E. ALL NEW STRUCTURAL STEEL SHALL BE HOT-DIP GPOST ALVANIZED CONFORMING TO A5TM A123. CONFORM TO A5TM G-330. G.G.S. CENTER NS GRAVITY ONING STRAND FLY. LY. PLYWOOD ALL BURNED OR ABRADED SURFACES SHALL BE TOUGHED UP IN THE FIELD WITH "ZRC GOLD ND P/T P05T TENSIONING GALVANIZING COMPOUND" OR APPROVED EQUAL. F. FLY ASH: A5TM G 615, CLASS F OR CLASS G. MINIMUM RECOMMENDED FLY ASH F. CONTENT G.J. CONTRROLOLJOINT GLR. CLEAR COVER R.G.J. ROUGHENED CONSTRUCTION JOINT NEW BOLTS, NUTS AND WA5HER5 SHALL BE HOT DIP GALVANIZED CONFORMING TO A5TM A153. BY MA55 OF CEMENTITIOU5 MATERIAL 15 20%. MAXIMUM RECOMMENDATION 15 25%. COL. COLUMN REINF. REINFORCEMENT F. CONTRACTOR RESPONSIBILITY - CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED G. ADMIXTURES: MIX SHALL CONTAIN POLYMER BASED, WATER REDUCING/WGONG. CONCRETE READ. REQUIREDATERTIGHT CONT. CONTINUOUS STRUCTURE. THE CONTRACTOR 15 50LELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, ADMIXTURE. THE FOLLOWING TYPES OF ADMIXTURES ARE ALLOWED A5 PLASTICIZERS AND/ 5.A.D. SEE ARCHITECTURAL PRANINC75 5EQUENGES AND SAFETY PRECAUTIONS, INCLUDING BUT NOT LIMITED TO SHORING AND OR SET ACCELERATORS TO IMPROVE WORKABILITY. 1. ASTM C4g4, TYPE F HIGH RANGE DBL. DOUBLE 5.C.D. SEE CIVIL DRAWINGS TEMPORARY BRACING. WATER REDUCERS SHALL AL50 MEET REQUIREMENT5 OF A5TM G 1017. 2. THE INITIAL SLUMP OF DBO. DRAWING BY OTHER 5CHED. SCHEDULE THE CONCRETE BEFORE INTRODUCING ADMIXTURES SHOULD BE MAXIMUM 2 INCHES. DET. DETAIL S.D.B.O. SEE DRAWIN65 BY OTHERS G. DIMENSIONS - USE WRITTEN DIMENSIONS ONLY. VERIFY ALL DIMENSIONS AT JOB 51TE BEFORE D.G. DEMAND CRITICAL SIM. 51MILAR COMMENCING WORK AND REPORT ANY DISCREPANCIES. WHERE NO DIMENSIONS ARE H. 5HRINKA6E - CONTRACTOR TO PROVIDE CONCRETE MIX HISTORY DATA OR PROVIDE TESTING D.F. DOUGLAS FIR S.J. 5EI5MIG JOINT PROVIDED, OBTAIN CLARIFICATION PRIOR TO PROCEEDING WITH WORK. REPORT. DWG. DRAWING S.L.R.5. SEISMIC LOAD RESISTING SYSTEM H. COORDINATION - OPENIN65 THROUGH WALL5 AND FLOORS FOR MECHANICAL AND ELECTRICAL I. MINIMUM REINF. COVER FOR GA5T-IN-PLACE CONCRETE: (E) EXISTING 5.M.D. SEE MECHANICAL DRAWINGS SYSTEMS SHALL BE COORDINATED BY CONTRACTOR AND CONSTRUCTED PER TYPICAL 1. GONG. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. . . . . . . . . . . . . . . 3" EA. EACH SPEC. SPECIFICATION DETAILS SHOWN IN THESE DOCUMENTS. NO MECHANICAL OR ELECTRICAL SYSTEM COMPONENTS 2. GONG. FORMED BELOW GRADE OR EXPOSED TO WEATHER: EELEVATION 5Q. SQUARE SHALL PENETRATE A STRUCTURAL MEMBER UNLE55 SPECIFICALLY DETAILED IN THESE NO. 6 AND GREATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" E..NN. EDGE NAIL SYM. SYMMETRICAL E.W. EACH WAY DOCUMENTS. NO. 5 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" EXT. EXTERIOR T4B TOP AND BOTTOM 3. GONG. NOT EXP05ED TO WEATHER NOR IN CONTACT WITH GROUND: T$6 TONGUE AND GROOVE I. OM155ION5 AND CONFLICTS - OMI5510N5 OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE SLABS, WALLS, AND JOISTS: NO. 11 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . 1" FDN. FOUNDATION T.D. TIE DOWN CONSTRUCTION DOCUMENTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. IF BEAMS AND COL: PRIMARY REINF., TIES, STIRRUPS, SPIRALS . . . . . . . . . . 11/2" F.F. FINI5H FLOOR T.O.G. TOP OF CONCRETE CERTAIN FEATURES ARE NOT FULLY DELINEATED IN THE CONSTRUCTION DOCUMENTS, THEIR FLR. FLOOR T.O.F. TOP OF FOOTING CONSTRUCTION SHALL BE OF THE SAME CHARACTER A5 FOR SIMILAR CONDITIONS THAT ARE J. PLACEMENT F.N. FIELD NAIL T.O.5. TOP OF STEEL FRAMING DELINEATED. 1. ALL REINFORGING BAR5, ANCHOR BOLTS, AND ALL OTHER GONG. INSERTS SHALL BE F.O.G. FACE OF CONCRETE T.P. TOP OF PLATE WELL 5ECURED IN P051TION PRIOR TO PLAGING GONGRETE. F.O.S. FACE OF STUD TRAN. TRANSVERSE J. THE CONTRACTOR 15 RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD 2. CHAMFER ALL CORNERS OF CONCRETE TO PREVENT DAMAGE. F.5. FAR 5IDE TYP. TYPICAL IMP05ED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DE51ON 3. CONSTRUCTION TOLERANCE SHALL COMPLY TO AGI 117. FTG. FOOTING CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS ARE IMPOSED. 4. CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION BETWEEN PREDETERMINED U.O.N. UNLESS OTHERWISE NOTED CONSTRUCTION JOINTS. G.G. GENERAL CONTRACTOR VERT. VERTICAL K. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE 5. USE VIBRATORS TO CONSOLIDATE CONCRETE. DO NOT USE VIBRATORS TO MOVE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD CONTRACT DOCUMENTS. CONCRETE. HDR. HEADER 6. CONCRETE SHALL BE CONTINUOUSLY CURED FOR 7 DAYS AFTER PLACEMENT IN ANY HORIZ. HORIZONTAL IN/ WITH L. EPDXY SET ANCHORS SHALL BE HILTI HIT RE-500-V3 REGULAR SET ADHESIVE, PER APPROVED MANNER. FOOTINGS ARE EXEMPTED FROM THI5 REQUIREMENT. H55 HOLLOW STEEL SECTION W/O WITHOUT IGC-E5R-3814. DO NOT USE FAST SETTING EPDXY. SEE SCHEDULE THI5 SHEET. 7. PATCHING OF CONCRETE: ALL INSERT HOLES AND OTHER IMPERFECTIONS ON THE J.H. JOIST HANGER SURFACES OF THE CONCRETE SHALL BE FILLED WITH GROUT, BRUSHED AND SACKED • STRUCTURAL DESIGN CRITERIA TO A UNIFORM FINISH. A. DE5I6N STANDARDS: K. GON5TRUCTION JOINTS: 2016 CALIFORNIA BUILDING CODE AND CALIFORNIA EXISTING BUILDING CODE 1. CONSTRUCTION JOINTS 5HOWN MAY BE PROVIDED AT CONTRACTORS OPTION. ANY STEEL CONSTRUCTION MANUAL (Al5G 360-10/AI5C 14TH EDITION) PROPOSED CONSTRUCTION JOINTS NOT 5HOWN MUST BE 5UBMITTED TO THE DE51ON PROFESSIONAL OF RECORD FOR APPROVAL. B. VERTICAL DE51ON LOADS: 2. ROUGHENED GONSTRUCTION JOINTS (R.G.J.): WHERE NOTED ON DRAWINGS R.G.J. PER PLAN ROUGHEN JOINT TO MINIMUM 1/4 INCH AMPLITUDE. G. LATERAL LOADS: L. EXTERIOR MAT FOUNDATION: 1. DE5I6N WIND CRITERIA: PER ASCE 7-10 1. DO NOT ALLOW WATER TO COLLECT ON OR AROUND BUILDING PAD. ULTIMATE DE5I6N WIND SPEED: 110 mph 2. INITIAL CURING: INITIAL GURING SHALL IMMEDIATELY FOLLOW THE FINI5HIN6 OPERATION. NOMINAL DESIGN WIND SPEED: 55 mph CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT. WIND EXPOSURE: G 3. FINAL CURING: IMMEDIATELY FOLLOWING THE INITIAL CURING AND BEFORE THE CONCRETE HAS DRIED, SLABS TO BE CONTINUOUSLY CURED FOR 7 DAYS BY NET 2. DE5I6N SEISMIC CRITERIA: COVERING OR MOISTURE RETAINING COVERING TO REDUCE THE LIKELIHOOD OF SITE CLASS: D SHRINKAGE OR CRACKING. LIQUID MEMBRANE GURING COMPOUNDS SHALL NOT BE 5D5 = 1.2154 - PERMITTED (WITHOUT OWNER'5 WRITTEN APPROVAL). 5p, = 0 6014 4. TOP OF SLAB SHALL RECEIVE A LIGHT BROOM FINI5H U.O.N. TOLERANCE SHALL BE 1/5" IMPORTANCE FACTOR, Ie = 1.25 IN 10'-0". ED6E5 SHALL BE 5MO07H TROWELED. SEISMIC DE5I6N GATEC70RY = D RI5K CATEGORY = III M. ALL GONG. TO BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT REINFORCED". RESPONSE MODIFICATION COEFF., R = 3 DE5I0N SEISMIC GOEFF., G5 = 0.506W (STRENGTH) • SPECIAL INSPECTIONS D. GEOTEGHNICAL CRITERIA: PER GBG ALLOWABLE MINIMUM SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED 1. BEARING PRESSURE = 1500 p5f PLANS AND SPECIFICATIONS, THE ATTACHED "STATEMENT OF SPECIAL INSPECTION" AND GBG SECTIONS 1704, 1705. O • EXPDXY ANCHORS (CONCRETE INSTALLATION ONLY) STATEMENT OF SPECIAL INSPECTIONS - A. EPDXY ADHESIVE SHALL BE HILITI HIT-RE 500-V3 ADHESIVE ANCHOR (E5R-3814) OR EQUAL THI5 STATEMENT OF SPECIAL INSPECTION 15 SUBMITTED IN FULFILLMENT OF THE REQUIREMENT5 OF PRODUCT. ALTERNATE PRODUCTS MUST BE 5UBMITTED TO E.O.R. FOR SUBSTITUTION PRIOR TO GBG SECTIONS 1704.3. THE FOLLOWING ATTACHMENTS SUMMARIZE THE SPECIAL INSPECTIONS AND INSTALLATION PER SPECIFICATIONS. STRUCTURAL TESTS REQUIRED FOR THI5 PROJECT. Q B. INSTALLATION: INSTALL THE EPDXY ANCHORS IN AGGODANGE WITH THE REQUIREMENT5 GIVEN IN THESE REQUIREMENT5 HAVE AL50 BEEN MADE PART OF THE APPROVED PLAN5. z MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC ANCHOR. THE OWNER REC06NIZE5 HI5 OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES G. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1701 OF THE GBG. WITH THE APPROVED PERMIT DOCUMENT5 AND TO IMPLEMENT THI5 PROGRAM OF 5PEGIAL O INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND D. THREADED ROD ANCHORS SHALL CONFORM TO A5TM A1g3 GR. B7 AND HOT DIP GALVANIZED DIRECTLY PAY FOR THE SPECIAL INSPECTIONS AS REQUIRED IN GBG SECTION 1704.2 PER A5TM A153. U. SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS, THE ABOVE JfE.�TEN510N TEST 100 PERCENT (8 TOTAL) OF THE INSTALLED ANCHORS TO THE VALUE IN THE REFERENCED 5GHEDULE5, AND THE RELEVANT GBG SECTIONS FOR DETAILED SPECIAL INSPECTION SCHEDULE BELOW. TENSION TEST ONLY ONE ANCHOR AT A TIME. 1 REQUIREMENT5. ANY ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND IF ANY ANCHOR FAILS CONTACT OWNER AND STRUCTURAL ENGINEER FOR RESOLUTION. SPECIFICATIONS WILL ALSO BE PERFORMED. F. PROOF TEST LOADS SHALL BE APPLIED A5 CONFINED TEN5ION TE5T5 PER IGC-E5 AC305 INTERIM INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND TO z REQUIREMENT5 INCLUDING SECTION 4.7.2.3. HOHBACH-LEWIN, INC. IN ACCORDANCE WITH GBG SECTION 1704.2.4. A FINAL REPORT OF SPECIAL J INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING, AND CORRECTION OF ANY 0- DEFICIENCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE Q MIN. WITH ft= 3,000 P5I CONCRETE (NORMAL WEIGHT CONCRETE) OF USE AND OCCUPANCY. U) U VERIFY MINIMUM EXI5TING CONCRETE STRENGTH IN FIELD. j THREADED TEN5ION 1 THI5 PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: U MIN. MIN. EDGE MIN. TEST w < ANGOR EMBED. DISTANCE SPACING VALUE • REVIEW AND APPROVE THE QUALIFIGATION5 OF THE SPECIAL INSPECTORS - PERFORMING THE INSPECTIONS 6 7/8"0 q" 12" 7" 15,000 LB • MONITOR SPECIAL INSPECTION ACTIVITIES TO A55URE COMPLIANCE WITH PROJECT REQUIREMENT5 • REVIEW SUBMITTED INSPECTION REPORTS . MINIMUM EDGE DISTANCE LIMITATION A55UMED FROM ONE EDGE ONL . • PERFORM INSPECTION ISSUES/ REVISIONS SCHEDULE OF SPECIAL INSPECTIONS Rev# Date Description • TESTING INSPECTION FREQUENCY 01/17/19 CONSTRUCTION REQUIRED STRUCTURAL TESTS ARE LI5TED ON THE ATTACHED SCHEDULE OF 5TRUCTURAL TENSION TEST EPDXY TESTS. SEE THE STATEMENT OF 5PEGIAL INSPECTION FOR ADDITIONAL REQUIREMENT5. G - CONTINUOUS INSPECTION 02/13/20 ANCHORS P - PERIODIC INSPECTION • STRUCTURAL OBSERVATION (BY HOHBAGH-LEWIN, INC.) X - DENOTES INSPECTION THAT 15 EITHER ONE-TIME OR AT A FREQUENCY DEFINED IN 50ME OTHER MANNER OBSERVATION BY HOHBA .H-LEWIN OR THEIR PE516NATEP REPRESENTATIVE 15 REQUIRED AT THE N - INSPECTION 15 NOT REQUIRED PROJECT MILESTONES GIVEN BELOW. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY HOHBAGH-LEWIN AT LEAST 24 HOURS IN ADVANCE OF COMPLETING MILESTONES THAT REQUIRE OBSERVATION AND ALLOW SUITABLE TIME TO MAKE ANY REQUIRED CORRECTIONS TO THE WORK . CONCRETE CONSTRUCTION PER GBG 1705.3 PRIOR TO ENGAGING IN THE NEXT PHASE OF THE PROJECT. STRUCTURAL OBSERVATIONS WILL BE PERFORMED PER GBG 1704.6.1. TABLE 1705.3 CONCRETE • PRIOR TO PLACING CONCRETE ITEM FREQ. NOTES 1. P05T-IN5TALLED ANCHORS: A. VERIFY DIAMETER AND ANCHOR TYPE X SUBSTITUTIONS MUST BE SUBMITTED CONFORM TO SPECIFICATIONS OF TO THE E.O.R. FOR ACCEPTANCE MANUFACTURER LISTED. PRIOR TO TESTING. 0 0 0 in B. TENSION TEST ALL ANCHORS TO VALUES X IN SCHEDULE ON THI5 DRAWING. ©COPYRIGHT UNAUTHORIZED REPRODUCTION,USE OR o DISTRIBUTION OF ANY MATERIALS HEREIN WITHOUT THE M WRITTEN PERMISSION OF HOHBACH-LEWIN,INC.VIOLATES U THE COPYRIGHT LAWS OF THE UNITED STATES. Date c~n 12/21/2018 N 1 v 0 Scale co AS NOTED Drawn By M JC/PMD 0 C3 Sheet Title co 7 STRUCTURAL GENERAL NOTES N V O V O O co O M Sheet No. z N ?� S1 . 0 w Q m 1 Of # Sheets 0