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GENERAL EXCAVATIONS AND FOUNDATIONS STEEL POST INSTALLED ANCHORS NOTES:
<br /> 1. DETAILS AND DIMENSIONS OF CONSTRUCTION SHALL BE VERIFIED AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY 1. SLOPES FOR PERMANENT FILLS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.CUT SLOPES FOR PERMANENT 1. THE DESIGN, FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH AISC 360 AND AISC 341 INCLUDING ANY 1. THESE NOTES SHALL APPLY TO THE INSTALLATION, INSPECTION,AND TESTING OF ALL EXPANSION AND CHEMICAL ANCHORS.
<br /> WITHIN THE PLANS, SECTIONS OR DETAILS SHALL BE PROMPTLY REPORTED TO THE STRUCTURAL ENGINEER OF RECORD. DO NOT EXCAVATIONS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS SUBSTANTIATING DATA JUSTIFYING STEEPER ENFORCEMENT AGENCY AMENDMENTS.
<br /> SCALE DRAWINGS. CUT SLOPES IS SUBMITTED. 2. INSTALL PER REQUIREMENTS OF THE ICC-ES EVALUATION REPORT FOR THE SPECIFIC ANCHOR OR AS REQUIRED BY THE
<br /> 2. DO NOT PAINT SURFACES IN DIRECT CONTACT WITH CONCRETE,WHERE FIELD WELDING IS REQUIRED,WHERE FIRE-PROOFING IS MANUFACTURER.ALL ANCHORS SHALL MEET THE MINIMUM EMBEDMENT, EDGE DISTANCE,SPACING,AND SLAB THICKNESS
<br /> 2. PORTIONS OF THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC ONLY. ITEMS INCLUDING, BUT NOT LIMITED TO, 2. EXISTING FOOTINGS OR FOUNDATIONS WHICH MAY BE EFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR REQUIRED OR CONTACT SURFACES OF STEEL-TO-STEEL,AND DECK TO STEEL CONNECTIONS.CONCEALED STEEL DOES NOT CRITERIA ESTABLISHED BY THE RELEVANT ICC-ES EVALUATION REPORT.
<br /> LOCATIONS,SIZES,QUANTITIES,ACCESSORIES AND CONNECTIONS ARE INDICATED IN A REPRESENTATIONAL MANNER AND MAY OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATERAL MOVEMENT.ANY AND ALL SUCH REQUIRE PAINT, LION. EXPOSED EXTERIOR STEEL&FASTENERS SHALL BE HOT DIP GALVANIZED, UON (VERIFY WITH ARCHITECT).
<br /> NOT BE COMPLETELY SHOWN. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN WORK,TEMPORARY OR PERMANENT, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL BEFORE 3. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE,
<br /> THE CONSTRUCTION DOCUMENTS. BEGINNING OF WORK. 3. WELDING SHALL CONFORM TO CBC.ALL WELDING SHALL BE DONE WITH E70 SERIES ELECTRODES USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS.WHEN INSTALLING THEM INTO
<br /> EXISTING PRE-STRESSED CONCRETE(PRE-OR POST-TENSIONED) LOCATE THE PRE-STRESSED TENDONS BY USING A
<br /> 3. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN 3. EXPANSIVE SOIL UNDER THE BUILDING SLAB SHALL BE SCARIFIED AND RE-COMPACTED TO 90%RELATIVE DENSITY,TO A DEPTH OF 4. MINIMUM SIZE OF FILLET WELDS: Ye" FOR MATERIAL Ys"TO Y4"THICK,%6" FOR MATERIAL OVERA"TOY"THICK,Y4" FOR MATERIAL OVER NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING
<br /> AUTHORIZATION OF AXIOM STRUCTURAL DESIGN INC. 12 INCHES BELOW ROUGH GRADE.THE CONTRACTOR SHALL PROVIDE DIKES AND LONG TERM SPRINKLING TO OBTAIN A MOISTURE Y"TO 4"THICK,AND%6" FOR MATERIAL OVER 4"THICK.MATERIAL THICKNESS IS FOR THINNER PART JOINED.SINGLE PASS WELDS THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE
<br /> CONTENT OF 3%PERCENT ABOVE OPTIMUM PRIOR TO COMPACTION.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A MUST BE USED FOR SIZES SHOWN.SIZE OF WELD IS LEG DIMENSION OF FILLET. MINIMUM EFFECTIVE LENGTH OF FILLET WELDS DRILLED-IN ANCHOR AND/OR PIN.
<br /> 4. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL,COUNTY,STATE,OR FEDERAL AGENCIES HAVING JURISDICTION. MOISTURE TEST BY AN APPROVED TESTING LABORATORY PRIOR TO COMPACTION.ALL SUB-GRADE SHALL BE NATIVE OR SHALL BE NOT LESS THAN FOUR TIMES THE FILLET SIZE. MINIMUM EFFECTIVE LENGTH OF INTERMITTENT FILLET WELDS SHALL BE 1Y211.
<br /> AXIOM STRUCTURAL DESIGN INC ASSUMES NO RESPONSIBILITY FOR SUPERVISION OF CONSTRUCTION OR PROPER EXECUTION OF ENGINEERED FILL. WHEN WELD SIZES ARE NOT CALLED OUT, MINIMUM SIZE FULL LENGTH FILLET WELDS SHALL BE PROVIDED. 4. POST INSTALLED ANCHORS INSTALL IN EXTERIOR&INTERIOR AREAS SUBJECT TO CORROSIVE AND WET CONDITIONS ARE TO BE
<br /> THE WORK SHOWN ON THESE DRAWINGS.SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY OF THE STAINLESS STEEL ANCHORS, UNO.
<br /> CONTRACTOR. 4. FILLS USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE PLACED IN ACCORDANCE WITH 5. GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION WELDS, UON.GROOVE WELDS SHALL BE TERMINATED AT THE END OF
<br /> ACCEPTED ENGINEERING PRACTICE AND COMPACTED TO 90%RELATIVE DENSITY.A SOIL INVESTIGATION REPORT AND A REPORT JOINTS IN A MANNER THAT WILL ENSURE SOUND WELDS. USE WELD TABS AND BACKING BARS ALIGNED TO PROVIDE AN POST INSTALLED ANCHORS TESTING NOTES: ARCHITECT
<br /> 5. ANY DEVIATIONS OR UNAUTHORIZED CHANGES TO THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF AXIOM STRUCTURAL OF SATISFACTORY PLACEMENT OF FILL, BOTH ACCEPTABLE TO THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF EXTENSION OF THE JOINT PREPARATION. REMOVE EXTENSIONS UPON COMPLETION &COOLING OF THE WELD.GRIND ENDS OF
<br /> DESIGN INC. DEVIATIONS FROM THE ORIGINAL DRAWINGS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. IT IS THE RECORD, SHALL BE SUBMITTED. THE WELD SMOOTH AND FLUSH WITH THE EDGES OF THE ABUTTING PARTS. 1. TEST LOADS AND FREQUENCY SHALL BE IN ACCORDANCE WITH CBC. NJ ASSOCIATES
<br /> CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF THE PROGRESS OF THE PROJECT TO FACILITATE SITE 22769 N BENDER ROAD
<br /> VISITS,TO ANSWER QUESTIONS AND VIEW THE PROGRESS OF THE WORK. 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL 12 INCHES BELOW NATURAL OR FINISHED GRADE,WHICHEVER IS LOWER. 6. WHERE"ALL AROUND" FILLET WELDS ARE INDICATED AT CONCEALED/NON-EXPOSED SQUARE OR RECTANGULAR HSS 2. IF ANY ANCHOR(S) FAIL TESTING,ALL ANCHORS OF THE SAME TYPE SHALL BE TESTED,WHICH ARE INSTALLED BY THE SAME TRADE, ACAMPO CA 95220
<br /> CONNECTIONS TO PLATES, FILLET WELDS ARE NOT REQUIRED AT RADIUSED CORNERS, UON. NOT PREVIOUSLY TESTED UNTIL TWENTY(20)CONSECUTIVE ANCHORS PASS,THEN RESUME THE INITIAL TEST FREQUENCY.
<br /> 6. THE CONTRACTOR SHALL NOTIFY AXIOM STRUCTURAL DESIGN INC 48 HOURS PRIOR TO THE FOLLOWING PHASES OF 6. FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 10 FEET SHALL BE LEVEL 209.727.2040
<br /> CONSTRUCTION: OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATIONS ARE LEVEL. 7. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED FOR STRUCTURAL STEEL&LIGHT GAUGE STEEL. 3. WHEN POST INSTALLED ANCHORS ARE USED FOR; www.njaarchitecture.com
<br /> A) FOUNDATION POURS 8. SHOP WELDS MUST BE PERFORMED IN A LICENSED FABRICATOR'S SHOP. A. SILL PLATE BOLTING APPLICATIONS,10 PERCENT OF THE ANCHORS SHALL BE TESTED.
<br /> B) AFTER ERECTION OF THE SUPERSTRUCTURE B. OTHER STRUCTURAL APPLICATIONS,ALL SUCH ANCHORS SHALL BE TESTED.
<br /> Q PRIOR TO CLOSING IN OF ANY PHASE REINFORCED CONCRETE: 9. BOLTS FOR STEEL-TO-STEEL CONNECTIONS SHALL BE PLACED IN STANDARD SIZE HOLES, UON. BOLTS FOR STEEL-TO-CONCRETE C. NONSTRUCTURAL APPLICATIONS SUCH AS EQUIPMENT ANCHORAGE,50 PERCENT OR ALTERNATE BOLTS IN A GROUP, CLIENT
<br /> CONNECTIONS SHALL BE PLACED IN ANCHOR ROD HOLES, LION. USE STANDARD AISC PITCH &GAUGE FOR BOLTED INCLUDING AT LEAST ONE-HALF THE ANCHORS IN EACH GROUP,SHALL BE TESTED. JOE HADDAD
<br /> 7. ALL STRUCTURAL MEMBERS SHOWN ON THE PLANS ARE DESIGNED AS IN THEIR FINAL LOCATION.AXIOM STRUCTURAL DESIGN INC 1. CONCRETE MATERIALS,QUALITY CONTROL AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-14. CONNECTIONS,UON.
<br /> DOES NOT PERFORM CONSTRUCTION ENGINEERING OR ENGINEERING NECESSARY TO PLACE ANY STRUCTURAL MEMBERS IN THEIR 4. THE TESTING OF THE POST INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A REPORT OF P.O.BOX 484
<br /> FINAL LOCATION. 2. CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT,TYPE I OR TYPE II. 10. BOLTS AND RODS SHALL BE CUT-THREAD TYPE WITH FULL DIAMETER BODY STYLE MEETING REQUIREMENTS OF ASME B18.2.1.THE THE TEST RESULTS SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY. WALNUTGROVECA 95690
<br /> BODY DIAMETER SHALL NOT BE LESS THAN THE MINIMUM MAJOR DIAMETER WHEN THREADS ARE CUT. REDUCED DIAMETER BODY
<br /> 8. FEATURES OF CONSTRUCTION INDICATED ARE TYPICAL.WHERE FEATURES ARE NOT FULLY OR SPECIFICALLY INDICATED BY THE 3. AGGREGATES SHALL CONFORM TO ASTM C33,CONCRETE AGGREGATES WITH THE FOLLOWING MAXIMUM AGGREGATE SIZES: STYLE ROLLED THREAD BOLTS OR RODS ARE NOT PERMITTED. EXCEPTIONS: 415.517.9686
<br /> CONSTRUCTION DOCUMENTS,THEIR CONSTRUCTION SHALL BE AS INDICATED FOR IDENTICAL OR SIMILAR FEATURES ELSEWHERE
<br /> IN THE CONSTRUCTION DOCUMENTS. IF ANY CONDITIONS REQUIRE CONSTRUCTION DIFFERENT THAN THAT INDICATED ON THE A. FOUNDATIONS: 1Y A. UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING.INCH 11. BOLT HEADS, NUTS OR"DTI"S OF BOLTED STEEL-TO-STEEL AND STEEL-TO-CONCRETE CONNECTIONS BEARING ON SLOPING Q
<br /> CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER OF RECORD. B. SLAB-ON-GRADE: 1 INCH SURFACES SHALL USE A BEVELED HARDENED WASHER IN THE BOLT ASSEMBLY AT THAT SURFACE. B. WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100#AND THOSE ANCHORS ARE CLEARLY NOTED ON
<br /> C. CONCRETE CURB: 1 INCH THE APPROVED CONSTRUCTION DOCUMENTS,ONLY 10 PERCENT OF THOSE ANCHORS NEED BE TESTED.
<br /> 9. STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION D. CONCRETE WALLS: Y4 INCH 12. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS REQUIRED FOR ERECTION.THIS STRUCTURE MAY C. WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENED CONCRETE,ONLY PROJECT
<br /> DOCUMENTS. IF STRUCTURAL ELEMENTS INTERFERE WITH THE WORK INDICATED IN ANY OTHER CONSTRUCTION DOCUMENTS, NOT BE SELF-SUPPORTING AS DEFINED IN THE AISC CODE OF STANDARD PRACTICE;THEREFORE ERECTION BRACING IS REQUIRED 25%OF THE DOWELS SHALL BE TESTED IF ALL THE FOLLOWING CONDITIONS ARE MET:
<br /> NOTIFY THE STRUCTURAL ENGINEER OF RECORD. 4. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS, SALTS, AND IS TO BE PREPARED BY A LICENSED STRUCTURAL ENGINEER. a. THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEEN EXISTING AND NEW LODI BOWLING
<br /> ORGANIC MATERIALS OR OTHER SUBSTANCES DELETERIOUS TO CONCRETE OR REINFORCEMENT. NONPOTABLE WATER SHALL NOT CONCRETE. 302 N SACRAMENTO STREET
<br /> 10. THE CONSTRUCTION DOCUMENTS ARE NOT COMPLETE AND READY FOR CONSTRUCTION UNTIL THEY ARE APPROVED BY THE BE USED IN CONCRETE. b. THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS TWELVE(12) LODI CALIFORNIA 95240
<br /> ENFORCEMENT AGENCY AND SIGNED BY THE STRUCTURAL ENGINEER OF RECORD. STRUCTURAL STEEL SHALL CONFORM TO ASTM STANDARDS, c. THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS(SUCH AS SHEAR WALLS,
<br /> COLLECTORS AND DIAPHRAGMS).
<br /> 5. CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE COMPRESSIVE STRENGTH AS FOLLOWS: MATERIAL SPECIFICATIONS FOR STRUCTURAL STEEL d. ANCHORS TO BE TESTED SHALL BE SELECTED AT RANDOM BY THE SPECIAL INSPECTOR/INSPECTOR OF RECORD(IOR).
<br /> A. FOUNDATIONS: 4000 PSI W/C = 0.55 D. TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLABS ON GRADE,WHERE THE SLAB IS NOT PART OF THE LATERAL
<br /> DESIGN CRITERIA B. SLAB-ON-GRADE: 3000 PSI W/C = 0.50 SHAPE ASTM Fv (KSI) FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED.
<br /> C. CONCRETE CURBS: 3000 PSI W/C = 0.50
<br /> E. TESTING IS NOT REQUIRED OF POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR NON-SHEAR WALL 40�
<br /> 1,01 1. THIS BUILDING HAS BEEN DESIGNED TO SUSTAIN,WITHIN THE LIMITATIONS SPECIFIED IN THE 2016 CALIFORNIA BUILDING CODE D. CONCRETE WALLS: 4000 PSI W/C = 0.50 WIDE FLANGE SHAPES (W&WT) A992 50 PARTITIONS FOR SHEAR ONLY,WHERE THERE ARE AT LEAST THREE(3) FASTENERS PER SEGMENT OF TRACK.
<br /> (CBC). 5. ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON ICC-ESR OR MANUFACTURERS WRITTEN
<br /> UNLESS OTHERWISE SPECIFIED,f'c SHALL BE BASED ON 28-DAY TESTS. MAXIMUM CONCRETE SLUMP =4". CHANNELS (C & MC) A36 36 INSTRUCTION,ACCEPTABLE TO THE ENFORCEMENT AGENCY. FIELD TEST SHALL SATISFY THE FOLLOWING MINIMUM /� �/ n /j
<br /> SOIL DESIGN CRITERIA NOTE: MINIMUM CEMENT CONTENT SHALL BE 5Y A X I O SACKS PER CUBIC YARD. REQUIREMENTS. I�/I
<br /> 6. CONCRETE SHALL BE NORMAL WEIGHT(150 PCF)UNLESS OTHERWISE NOTED. ANGLES A36 36 S T R U C T U R A L
<br /> ALLOWABLE BEARING SLIDING FRICTION A. HYDRAULIC RAM METHOD:ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES SHALL MAINTAIN THE D E S I G N I N �
<br /> GEOTECHNICAL REPORT: PRESSURE PASSIVE RESISTANCE COEFFICIENT TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE MOVEMENT DURING THE TENSION TEST,
<br /> 7. ADDITIVES AND ADMIXTURES TO CONCRETE SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER PLATES & BARS A36 36 E.G.,AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THE NUT MODEBSTO,,ECAS95354 ANDREW L zo9)4844-8640
<br /> OF RECORD. w w w A x 1 o M 5 0 c o M
<br /> BY TERRACON 8. SPECIFICATIONS FOR TESTING OF MATERIALS SHALL CONFORM WITH CBC. STEEL PIPE A53, GRADE B 35 FOR ADHESIVE ANCHORS,WHERE OTHER THAN BOND IS BEING TESTED,THE TESTING DEVICE SUPPORT SHALL NOT BE
<br /> CONSULTANTS LOCATED WITHIN 1Y TIMES THE ANCHOR'S EMBEDMENT DEPTH TO AVOID RESTRICTING THE CONCRETE SHEAR CONE TYPE
<br /> 82
<br /> DATED JUNE , 018 D + L = 2,500 PSF 350 PCF 0.35 FAILURE MECHANISM FROM OCCURRING.
<br /> PROJECT UNO. 8, 201 36 9. THE CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW WITH APPROPRIATE BACK-UP DATA ACCORDING TO CBC. STRUCTURAL TUBING (HSS SQUARE & RECTANGULAR) A500, GRADE B 46
<br /> B. TORQUE WRENCH METHOD:ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE SPECIFIED TORQUE
<br /> 10. THE EVALUATION AND ACCEPTANCE OF THE CONCRETE SHALL BE BASED ON ACI 318. STRUCTURAL TUBING (HSS ROUND) A500, GRADE B 42 WITHIN)/2 TURN OF THE NUT.
<br /> 11. THE MIXING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH ACI 318. EXCEPTIONS:
<br /> Yz"O TO 1"0 92 a. SLEEVE TYPE ANCHOR:ONE-QUARTER(Y4)TURN OF THE NUT FOR A%"f7J ANCHOR ONLY.
<br /> SPECIAL INSPECTIONS 12. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO HIGH STRENGTH BOLTS A325, HEAVY HEX, TYPE I b. SCREW TYPE ANCHOR:ONE-QUARTER(4)TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW HEAD.
<br /> REHANDLING OR FLOWING.CONCRETE PLACEMENT SHALL BE CARRIED ON AT SUCH A RATE THAT CONCRETE IS AT ALL TIMES 1Y8"O TO 1Yz"O 81
<br /> 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION ON PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT.CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN
<br /> THE FOLLOWING TYPE OF WORK: CONTAMINATED BY FOREIGN MATERIALS SHALL NOT BE DEPOSITED IN THE STRUCTURE. RODS (PLAIN &ALL-THREAD) ATR A36 36
<br /> A. CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE IN ACCORDANCE WITH CBC. 13. CONCRETE(OTHER THAN HIGH-EARLY-STRENGTH)SHALL BE MAINTAINED ABOVE 50°F AND IN A MOIST CONDITION FOR AT LEAST CARBON AND STAINLESS STEEL EXPANSION ANCHORS
<br /> =
<br /> B. BOLTS INSTALLED IN CONCRETE: PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS IN ACCORDANCE THE FIRST SEVEN DAYS AFTER PLACEMENT. BOLTS A307, GRADE A, HEX Fu 60 KSI NORMAL OR LIGHT WEIGHT CONCRETE (fc = 3000 PSI)
<br /> WITH CBC. 14. CONDUITS, PIPES AND SLEEVES OF ANY MATERIAL NOT HARMFUL TO CONCRETE AND WITHIN LIMITATIONS OF ACI 318 MAY BE F1554, CLASS 2A, S3
<br /> EMBEDDED IN CONCRETE WITH APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD, PROVIDED THEY ARE NOT CONSIDERED TO ANCHOR DIAMETER W Yz" %"
<br /> C. WELDING:ALL STRUCTURAL WELDING IN ACCORDANCE WITH CBC. REPLACE STRUCTURALLY THE DISPLACED CONCRETE. REINFORCEMENTS,ANCHOR BOLTS, PIPE SLEEVES,AND OTHER INSERTS SHALL
<br /> BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. GRADE 36,TYP UON 36
<br /> D. EXPANSION ANCHORS: DURING INSTALLATION AND PROOF TESTING OF ANCHORS AS REQUIRED BY CBC. ANCHOR BOLTS & RODS NOMINAL BIT DIAMETER W %" %"
<br /> 15. CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED OR GRADE 55, S1 &S4 55
<br /> E. EPDXY ADHESIVE ANCHOR: DURING INSTALLATION AND PROOF TESTING OF ANCHORS PER CBC. COVERED TO PREVENT ALUMINUM-CONCRETE REACTION OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. EFFECTIVE EMBEDMENT 2" 24" 34" 3Ys" 4"
<br /> F. STRUCTURAL STEEL AND COLD FORMED STEEL PER CBC. GRADE 105, S4&S5 105
<br /> 16. PROVIDE CONTROL OR CONSTRUCTION JOINTS AT 15'-0"ON CENTER EACH WAY, UNLESS OTHERWISE NOTED ON THE PLANS. MINIMUM CONCRETE THICKNESS, UON 4Yz" 4)/2" 6" 6" 7Y4"
<br /> SUBMIT A LAYOUT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD FOR REVIEW.
<br /> G. STEEL SHOP FABRICATION PER CBC. RAISED-PATTERN FLOOR A786 MEETING ASTM A36 36
<br /> 17. THE SURFACE OF CONCRETE CONSTRUCTION JOINTS SHALL BE CLEANED, FREE OF LAITANCE,AND ROUGHENED TO AY4" MINIMUM MINIMUM ANCHOR SPACING (3 x EMBED) 6Y4" 63/4" 9% 94" 12"
<br /> H. SOILS:SOIL INSPECTIONS SHALL BE IN ACCORDANCE WITH CBC. AMPLITUDE. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED,ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING
<br /> WATER REMOVED.CONSTRUCTION JOINTS SHALL BE SO MADE AND LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE MINIMUM EDGE DISTANCE 6" 7" 73/" 63/" 83/411
<br /> THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE STRUCTURE. PROVISION SHALL BE MADE FOR TRANSFER OF SHEAR AND OTHER FORCES THROUGH CONSTRUCTION JOINTS.
<br /> CHIEF BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE OF STEEL DECKING REQUIRED INSTALLATION AND TEST TORQUE (FT-LBS)
<br /> CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 18. NON-SHRINK GROUT(OR DRY-PACK) UNDER COLUMN BASES SHALL CONFORM TO ASTM C 1107 AND HAVE A MINIMUM
<br /> COMPRESSIVE OF 4000 PSI. 1. DECK SHALL BE FABRICATED FROM SHEET STEEL CONFORMING TO ASTM A653 STEEL(SS) DESIGNATION,GRADE 33, Fy=38 KSI,WITH HILTI KWIK BOLT TZ
<br /> 2. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: GALVANIZED COATING PER ASTM 660.THE ZINC COATING SHALL CONFORM TO ASTM A525,G60. 25 40 60
<br /> 19. FORM 4"CHAMFER AT ALL EXPOSED WALL AND COLUMN EDGES AND CORNERS, LION. ICC-ES ESR-1917
<br /> A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN 2. THE LIGHT GAGE METAL DECK SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CBC.
<br /> DRAWINGS AND SPECIFICATIONS. SIMPSON STRONG-BOLT 2 30 60 90*
<br /> 3. ACCESSORIES SHALL BE FABRICATED FROM THE SAME GAUGE AND MATERIALS AS ADJACENT STEEL DECK UON TO BE HEAVIER ICC-ES ESR-3037
<br /> B) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CHIEF BUILDING OFFICIAL,THE STRUCTURAL REINFORCING NOTES: MATERIAL ON DRAWINGS. *FOR STAINLESS STEEL ANCHORS TORQUE TEST IS 80 FT-LBS
<br /> ENGINEER OF RECORD,AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
<br /> ATTENTION OF THE CONTRACTOR FOR CORRECTION.THEN, IF UNCORRECTED,TO THE PROPER DESIGN AUTHORITY AND TO 1. REINFORCEMENT SHALL BE DEFORMED REINFORCEMENT AND CONFORM TO ASTM A706 OR ASTM A615, GRADE 60, REINFORCING 4. DECK SHALL BE MANUFACTURED BY"VERCO STEEL DECK" PER UES ER_0217
<br /> THE BUILDING OFFICIAL. BARS FOR CONCRETE.
<br /> 5. DECK SHALL HAVE THE MINIMUM STRUCTURAL SECTION PROPERTIES AS GIVEN IN THE TYPICAL DETAILS.SEE PLAN FOR DECK TYPE SIMPSON STRONG-TIE SET-XP EPDXY ADHESIVE ANCHORS*(ATR OR REBAR) ICC-ES ESR-2508
<br /> Q THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL 2. REINFORCING BARS SHALL HAVE A SPECIFIED YIELD STRENGTH OF 60,000 PSI (GRADE 60). AND GAUGE. HILTI HIT-RE 500-SD ADHESIVE ANCHORS* (ATR OR REBAR) ICC-ES ESR-2322
<br /> INSPECTION WAS,TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND
<br /> SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. 3. REINFORCING BARS SHALL BE TESTED IN ACCORDANCE WITH CBC. 6. DECK SHALL BEAR 2" MINIMUM ON ALL SUPPORTS. INTO CRACKED NORMAL WEIGHT CONCRETE (f'c = 3000 PSI)
<br /> 4. DIMENSIONS LOCATING REINFORCING STEEL ARE TO THE FACE OF REINFORCING STEEL AND DENOTE CLEAR COVERAGE. MINIMUM 7. DECK SHALL BE CONTINUOUS OVER THREE SPANS MINIMUM. j" OR#p3 y" OR##4 8 OR#5 Y4" OR##6 3/e" OR#k7 1" OR#8 13/4"OR#10
<br /> SHOP DRAWINGS CONCRETE COVER SHALL BE AS FOLLOWS,UON: 8. ALL WELDING MATERIALS&PROCEDURES SHALL CONFORM WITH AWS D1.3.
<br /> NOMINAL DIAMETER do 8" Y" %" 3/4" 1" 13/411
<br /> 1. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS.SUBMIT ONE(1) SET OF PRINTS FOR REVIEW PRIOR TO FABRICATION. A. CONCRETE CAST AGAINST EARTH (EXCEPT SLAB ON GRADE)-3"
<br /> - SLAB ON GRADE - CENTER REINFORCEMENT IN SLAB MAXIMUM TIGHTENING 10 20 30 45 60 80 125
<br /> A) CONCRETE MIX DESIGNS TORQUE (FT-LBS) T'"`
<br /> B) CONCRETE REINFORCING BARS B. CONCRETE FORMED&EXPOSED TO EARTH OR WEATHER: REVISIONS
<br /> - #6 THRU#18 BARS-2"
<br /> Q LAYOUT
<br /> - #5 BAR,W31 OR D31 WIRE,&SMALLER-13/ Y" �„ 3/4
<br /> STRUCTURAL
<br /> " DRILL BIT DIAMETER dnoe No. Description p ' Date By
<br /> C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 23/8" 23/4" 3Y8" 3Y21133/411 4" 5"
<br /> 2. ALLOW TEN (10)WORKING DAYS FOR SHOP DRAWING REVIEW COMMENCING THE NEXT WORKING DAY AFTER RECEIPT. PLAN - BEAMS&COLUMNS-13/" PERMITTED EMBEDMENT DEPTH her
<br /> YOUR SCHEDULE ACCORDINGLY. RANGE „
<br /> 7/ 10"
<br /> - SLABS&WALLS:#11 BAR&SMALLER-X" 123/11 15" 173/11 20" 25"
<br /> 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF THE SHOP DRAWINGS.SHOP DRAWINGS 5. WELDED SMOOTH WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM 185.
<br /> CONTAINING DETAILS,SECTIONS OR PLANS PHOTO COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. SIMPSON MINIMUM CONCRETE hef + 5 x do
<br /> 6. ALL WELDED REBAR SHALL BE ASTM A706,GRADE 60.WELD FILLER METAL FOR REINFORCING STEEL SHALL COMPLY WITH AWS D1.4,
<br /> THICKNESS
<br /> fu=80 KSI.WELDING SHALL CONFORM WITH AWS D1.4 HILTI MINIMUM
<br /> CONCRETE THICKNESS h'"'" her + T/4hg + 2 x do
<br /> 7. SPLICES IN CONTINUOUS REINFORCING SHALL BE LAPPED AS SHOWN IN THE TYPICAL DETAIL, UON.SPLICES IN ADJACENT BARS Project No.: 17028
<br /> SHALL BE STAGGERED SO THERE IS NO OVERLAP. *FOR PROOF TEST VALUES SEE DETAILS AND SECTIONS Drawn By: AG
<br /> 8. UNLESS DETAILED OTHERWISE: REINFORCING IN CONTINUOUS SOIL-BEARING GRADE BEAMS OR FOOTINGS SHALL HAVE THE TOP Checked By: MS
<br /> BARS SPLICED AT CENTERLINE OF COLUMN SUPPORTS AND THE BOTTOM BARS SPLICED AT BEAM MID-SPAN.AT DISCONTINUOUS
<br /> ENDS,THE BARS SHALL BE TERMINATED WITH A STANDARD HOOK OR 12" MIN EXTENDED TO THE FAR FACE OF THE BEAM.
<br /> 9. HOOKS SHALL BE STANDARD HOOKS,UON.
<br /> PERMIT SET
<br /> 8.17.18
<br /> STRUCTURAL NOTES
<br /> 12 STRUCTURAL NOTES SCALE
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