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FOUNDATION CONCRETE DESIGN BASIS GENERAL NOTES
<br /> DEAD LOAD: 15 PSF APEX
<br /> 1. SPREAD FOOTING AND WALL FOOTING DESIGN IS BASED ON CBC 2016 MINIMUM PRESUMPTIVE VALUES 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI-318-14, ROOF LIVE LOAD: 20 PSF (REDUCIBLE) 1. THESE DRAWINGS WITH SHEET PREFIXES OF "S"OR "SD"ARE CONSIDERED "STRUCTURAL DRAWINGS"
<br /> WITH AN ALLOWABLE SOIL PRESSURE OF 1500 PSF. WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. SNOW LOAD: 0 PSF OR "STRUCTURAL CONTRACT DRAWINGS". THE "LICENSED ENGINEER"OR "ENGINEER OF RECORD"OR ARCHITECTURE
<br /> "ENGINEER"AS REFERENCED IN THESE DOCUMENTS IS THE PERSON WHOM HAS THEIR PROFESSIONAL
<br /> 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO: 2. FORMS SHALL BE PROPERLY CONSTRUCTED CONFORMING TO CONCRETE SURFACES AS SHOWN ON WIND LOADS: STAMP AFFIXED TO THESE DRAWINGS.
<br /> A. DE-WATER EXCAVATIONS FROM ALL SURFACE WATER, GROUND WATER OR SEEPAGE. THE DRAWINGS, SUFFICIENTLY TIGHT TO PREVENT LEAKAGE, SUFFICIENTLY STRONG, AND BRACED TO BASIC WIND SPEED, V (3s GUST) 110 MPH 845 S. Commerce Street
<br /> B. DESIGN AND INSTALL ALL CRIBBING, LAGGING, SHEATHING AND SHORING REQUIRED. MAINTAIN THEIR SHAPE AND ALIGNMENT UNTIL NO LONGER NEEDED TO SUPPORT THE CONCRETE. WIND IMPORTANCE FACTOR, Iw 1.0 2. DIMENSIONS REFER TO GRIDS, ROUGH CONCRETE SURFACES, FACE OF STUDS, FACE OF CONCRETE Stockton, CA. 95206
<br /> C. TAKE MEASURES REQUIRED TO PROTECT ADJACENT PROPERTY. FORMS FOR EXPOSED CONCRETE SHALL BE PLYWOOD, USING SHEETS AS LARGE AS POSSIBLE, WITH EXPOSURE B BLOCK, CENTERLINE OF FRAMING, BACK OF CHANNELS,TOP OF SHEATHING, TOP OF STEEL, OR TOP OF 209 662-4874
<br /> 3. ALL EXCAVATION SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS C&C WIND PRESSURES SEE ASCE7-10 TABLE 30.7-2 peX 9
<br /> ALL JOINTS TIGHTLY FITTED AND BLOCKED, AND SHALL PRODUCE A FINISHED CONCRETE SURFACE SLAB, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO THE
<br /> WHICH IS SMOOTH, TRUE, AND FREE FROM BLEMISHES ACCORDING TO ACCEPTED STANDARDS FOR GCpi +/- 0.18 START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR a lin @hotmail.com
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<br /> BEFORE THE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. THE CONTRACTOR SHALL ARCHITECTURAL CONCRETE. INCONSISTENCIES.
<br /> BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL THE SEISMIC LOADS:
<br /> ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. THE 3. REFER TO ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR DETAILS AT DOOR AND 3. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR
<br /> CONTRACTOR SHALL PROVIDE FOR THE DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING. WINDOW OPENINGS, FLOOR TYPE HINGES, ETC., AND FOR LOCATION OF SLEEVES, PIPES, AND OTHER SEISMIC IMPORTANCE FACTOR, le 1.0 SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS Steven Anthony Torres II
<br /> EMBEDDED ITEMS. OPENINGS THROUGH SLABS OR WALLS NOT SHOWN ON THE STRUCTURAL DRAWINGS RISK CATEGORY 3 PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO Architect # C32553
<br /> 4. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING SHALL BE MECHANICALLY WHICH WOULD INTERRUPT REINFORCING BARS SHALL NOT BE MADE WITHOUT APPROVAL OF THE LATITUDE 37.9362294 THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION
<br /> COMPACTED IN 8" LAYERS. ENGINEER. LONGITUDE -121.2855792 CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE
<br /> Ss 0.917 REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO
<br /> 5. EXCAVATION AND COMPACTING SHALL BE IN ACCORDANCE TO THE REQUIREMENTS OF THE SOILS 4. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT S1 0.337 EXPENSE TO THE OWNER OR ARCHITECT. ANY PROPOSED CHANGES MADE BY THE CONTRACTOR OR
<br /> REPORT AND SHALL BE APPROVED BY THE GOVERNING AGENCY AND THE FOUNDATION ENGINEER CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SITE CLASSIFICATION D SUB CONTRACTOR THAT ARE CONTRARY TO THESE DRAWINGS SHALL BE APPROVED BY THE ENGINEER
<br /> PRIOR TO PLACING THE FOUNDATION CONCRETE AND REINFORCING STEEL. SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE Sds 0.693 PRIOR TO THE START OF THAT WORK. PROPERTY OWNER
<br /> DRAWINGS. Sd1 0.388
<br /> 6. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE SEISMIC DESIGN CATEGORY D 4. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES
<br /> REMOVED. 5. CONDUIT, WHEN EMBEDDED IN CONCRETE, SHALL BE SPACED WITH ONE CONDUIT DIAMETER (LARGER AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SRI GOPI
<br /> CONDUIT) CLEAR BETWEEN ADJACENT CONDUITS, REBAR, OR 1 INCH, WHICHEVER IS GREATER. CONDUIT LATERAL FORCE RESISTING SYSTEM WOOD FRAME SHEAR WALLS SIMILAR WORK. 1605 S. EL DORADO ST
<br /> 7. PRIOR TO PLACEMENT OF FILL BENEATH SLAB ON GRADE, EXPOSED NATIVE SOIL SHALL BE SCARIFIED, SHALL NOT BE LOCATED DIRECTLY OVER AND PARALLEL TO REBAR. EMBEDDED CONDUIT CAN BE TIED
<br /> MOISTURE CONDITIONED TO OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 95 PERCENT TO THE REBAR WHEN ORIENTED PERPENDICULAR TO THEM, PROVIDED THE LOCATION OF REBAR IS NOT R 6.5 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: STOCKTON, CA. 95206
<br /> RELATIVE COMPACTION BASED ON ASTM D1557-09. COMPACTED FILL SHALL BE PLACED IN LOOSE LIFTS AFFECTED BY THE CONDUIT. CONDUIT WITHOUT CLEARANCE NOTED ABOVE SHALL BE SUBMITTED TO 0 3
<br /> NOT EXCEEDING 8"THICK. THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION. ADDED TRIM REINFORCEMENT WILL BE REQUIRED Cd 4 A. 2016 CALIFORNIA BUILDING CODE (CBC), WHICH COMPRISES TITLE 24, PART 1 & 2 OF THE
<br /> WHERE CLEARANCES CANNOT BE MET, SUCH AS ELECTRIC PANEL ROOMS. Cs 0.107 CALIFORNIA CODE OF REGULATION, AS ADAPTED BY THE CALIFORNIA BUILDING STANDARDS
<br /> 8. PROVIDE A 10 MIL VAPOR BARRIER UNDERNEATH SLAB ON GRADES. V 0.107 * W COMMISSION REFERRED TO HERE AS "CALIFORNIA BUILDING CODE, 2016 EDITION"OR "THE CODE",
<br /> 6. SLEEVES, WHEN INSTALLED IN CONCRETE, SHALL BE SPACED WITH ONE SLEEVE DIAMETER (LARGER AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE R
<br /> SLEEVES) CLEAR BETWEEN ADJACENT SLEEVES, REBAR, OR 1 INCH, WHICHEVER IS GREATER. SLEEVES WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE y
<br /> MAY NOT TOUCH REBAR OR OTHER SUPPORT HARDWARE. PROVIDE CLEARANCE BETWEEN SLEEVES ADDITIONAL CODES AND STANDARDS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING
<br /> AND REINFORCING FOR TYPICAL SLAB EDGE CONDITIONS. ADDED TRIM REINFORCEMENT IS REQUIRED INCORPORATED CODES LISTED BELOW, AND IN THESE STRUCTURAL NOTES AND SPECIFICATIONS.
<br /> PER THE TYPICAL SLAB OPENING DETAIL WHEN SLEEVES EXCEED 12 INCH DIAMETER OR ARE PLACED INWOOD B. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE):ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING C _ 55
<br /> GROUPS WHERE THE OUT-TO-OUT DIMENSION EXCEEDS 12 INCHES IN ANY DIRECTION. SLEEVE WOOD AND OTHER STRUCTURES INCLUDING SUPPLEMENT NO. 1. on. 31 11
<br /> PLACEMENT SHALL NOT INTERFERE WITH THE REBAR PLACEMENT WITHOUT THE APPROVAL OF THE C. AMERICAN CONCRETE INSTITUTE (ACI): ACI-318-14 BUILDING CODE REQUIREMENTS FOR
<br /> ENGINEER OF RECORD 1. PROVIDE GRADE MARKED DOUGLAS FIR STRUCTURAL LUMBER COMPLYING WITH STANDARD GRADING STRUCTURAL CONCRETE AND REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY.
<br /> RULES NO. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU. PROVIDE AIR DRY LUMBER WITH A 19% D. THE MASONRY SOCIETY(TMS): TMS-402/602-13: BUILDING CODE REQUIREMENTS AND F 1
<br /> 7. DEBRIS SHOULD BE ENTIRELY REMOVED FROM FORMS PRIOR TO CONCRETE PLACEMENT. MAXIMUM MOISTURE CONTENT. MOISTURE CONTENT MAY BE MEASURED JUST PRIOR TO PLACEMENT IN SPECIFICATION FOR MASONRY STRUCTURES.
<br /> STRUCTURE. E. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC): AISC 360-10 STEEL CONSTRUCTION
<br /> 8. HORIZONTAL CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE STRUCTURAL DRAWINGS, MANUAL, 14TH EDITION.
<br /> AND THE HARDENED CONCRETE SURFACES SHALL BE CLEANED BY SAND-BLASTING OR OTHER 2. PROVIDE STRUCTURAL LUMBER OF THE FOLLOWING CLASSIFICATIONS AND GRADES UNLESS NOTED F. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC): AISC 341-10 SEISMIC PROVISIONS FOR
<br /> APPROVED MEANS TO EXPOSE FIRMLY EMBEDDED AGGREGATES PRIOR TO POURING ADDITIONAL OTHERWISE: STRUCTURAL STEEL BUILDINGS INCLUDING SUPPLEMENT NO. 1, 3RD PRINTING.
<br /> CONCRETE IN CONTACT WITH THESE SURFACES. VERTICAL CONSTRUCTION JOINTS THROUGH BEAM OR G. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC): AISC 358-10 PREQUALIFIED CONNECTIONS
<br /> SLABS SHALL BE LOCATED ONLY AS SHOWN ON STRUCTURAL DRAWINGS. MEMBERS: GRADE FOR SPECIAL MOMENT FRAMES FOR SEISMIC APPLICATIONS INCLUDING SUPPLEMENT NO. 1.
<br /> BEAMS NO. 1 H. AMERICAN IRON AND STEEL INSTITUTE (AISI): S100-07 NORTH AMERICAN SPECIFICATION FOR THE
<br /> 9. FORMS AND SHORING SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS ATTAINED SUFFICIENT JOISTS NO. 1 DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.
<br /> STRENGTH TO WITHSTAND ALL LOADS TO BE IMPOSED WITHOUT EXCESSIVE STRESS, CREEP, OR POSTS NO. 1 I. AMERICAN IRON AND STEEL INSTITUTE (AISI): S213-07 NORTH AMERICAN STANDARD FOR COLD-
<br /> DEFLECTION. SEE SPECIFICATIONS FOR SHORING REQUIREMENTS. BEARING/SHEAR WALL STUDS NO. 2 FORMED STEEL FRAMING-LATERAL DESIGN.
<br /> WALL STUD (NON-BEARING) STUD GRADE J. AMERICAN WELDING SOCIETY (AWS):AWS D1.1 STRUCTURAL WELDING CODE (STEEL). AWS D1.1
<br /> 10. CONCRETE SHALL BE READY MIXED CONFORMING TO ASTM C94. CEMENT SHALL BE PORTLAND CEMENT BLOCKING STUD GRADE STRUCTURAL WELDING CODE (SHEET METAL). AWS D1.4 STRUCTURAL WELDING CODE
<br /> TYPE II, CONFORMING TO ASTM C150 LOW ALKALI. ALL HARDROCK (HR) CONCRETE USED IN SUSPENDED (REINFORCING). AWS D1.8 STRUCTURAL WELDING CODE (SEISMIC SUPPLEMENT) EL DORADO GAS
<br /> SLABS AND SLABS ON GRADE SHALL BE DESIGNED FOR LOW SHRINKAGE (LS). ACCEPTABLE COURSE 3. PROVIDE PLYWOOD COMPLYING WITH U.S. PRODUCT STANDARDS AND CLASSIFIED AS EXPOSURE 1. EACH K. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): SPECIFICATIONS ON THE STRUCTURAL STATION
<br /> AGGREGATES FOR LOW SHRINKAGE CONCRETE INCLUDE KAISER CLAYTON, GRANITE ROCK, LIMESTONE, SHEET OF PLYWOOD SHALL BE IDENTIFIED WITH APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD DRAWINGS SHALL BE OF THE LATEST VERSION, UNLESS OTHERWISE NOTED.
<br /> SECHELT, OR ORCAS AGGREGATES. FINE AGGREGATES ACCEPTABLE FOR LOW SHRINKAGE CONCRETE ASSOCIATION. IMPROVEMENT
<br /> INCLUDE SECHELT OR ORCAS SANDS. ALTERATIVE AGGREGATES MAY BE SUBMITTED PROVIDED THEY 6. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
<br /> PROVIDE A CONCRETE MIX WITH A SHRINKAGE LIMITATION OF 0.040%AFTER 28 DAYS OR DRYING. 4. ALL NAILS, UNLESS INDICATED OTHERWISE, ARE COMMON NAILS WITH DIMENSIONAL PROPERTIES 1605 S. EL DORADO STREET
<br /> COMPLYING WITH NDS, TABLE L4 . INSTALL NAILS IN COMPLIANCE WITH CBC CHAPTER 23, INCLUDING A. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. Stockton, CA. 95206
<br /> 11. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C33. TABLE 2304.10.1 B. SIZES AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, UNLESS NOTED OTHERWISE.
<br /> C. SIZES AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.
<br /> 12. EXCEPTIONS MAY BE USED ONLY WITH THE PERMISSION OF THE ENGINEER. 5. PROVIDE WOOD HARDWARE CONNECTORS AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. D. SIZES AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.
<br /> E. SIZES AND LOCATION OF INSERTS FOR CLADDING OR ORNAMENTATION. STRUCTURAL
<br /> 13. GGBFS INDICATES GROUND GRANULATED BLAST FURNACE SLAG. SEE SPECIFICATIONS FOR ADDITIONAL F. SIZES AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES,
<br /> INFORMATION. 6. DO NOT CUT OR NOTCH STRUCTURAL LUMBER UNLESS SPECIFICALLY DETAILED OR INDICATED. DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. LIVINGSTON ENGINEERING
<br /> G. FLOOR AND ROOF FINISHES 404 SUNSET DRIVE
<br /> 14. LIGHTWEIGHT CONCRETE, WHEN SPECIFIED, SHALL HAVE AGGREGATES THAT SHALL BE VACUUM 7. PROVIDE HOLES FOR BOLTS 1/32"TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. PROVIDE A307 BOLTS, ROSEVILLE, CA 95678
<br /> SATURATED AND CONFORM TO ASTM C330 FOR LIGHTWEIGHT AGGREGATES FOR STRUCTURAL UNLESS NOTED OTHERWISE, WITH STANDARD CUT WASHERS UNDER BOLT HEADS AND NUT. PROVIDE 7. REFER TO THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: (760) 458-6449
<br /> CONCRETE. MAXIMUM DRY WEIGHT SHALL BE 115 PCF. STANDARD WASHERS UNDER HEAD OF LAG SCREWS. carterlivingstoni@gmail.com
<br /> A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS NOTED. ENGINEER: CARTER LIVINGSTON
<br /> 15. CONTRACTOR SHALL SUBMIT FOR REVIEW BY ARCHITECT AND ENGINEER, THE CONCRETE MIXES 8. RETIGHTEN BOLTS PRIOR TO APPLICATION OF SHEATHING, PLASTER, ETC. B. ELECTRICAL CONDUIT RUNS, BOXES, AND OUTLETS IN WALL AND SLABS.
<br /> PROPOSED FOR USE, DESIGNED BY THE CONCRETE SUPPLIER AND REVIEW BY AN APPROVED TESTING C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES.
<br /> LABORATORY. 9. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTER, AND JOISTS AS STIPULATED IN CBC SECTIONS CHAPTER D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES OR ANCHOR BOLTS FOR MOTOR MOUNTS. cm \pNAL E
<br /> 2Qo �P P.
<br /> 16. CONCRETE MIXING OPERATION SHALL CONFORM TO C74. 23. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. LIVj
<br /> 10. PROVIDE WOOD ENGINEERED PRODUCTS (SHEATHING, BEAMS AND COLUMNS) TO COMPLY WITH EXACT THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL c?.
<br /> 17. CURING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE APPROVED BY THE FINISH PRODUCT AS SPECIFIED ON THESE DRAWINGS. MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES * G ,
<br /> APPLICATOR BEFORE USE. SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DUE TO C88841
<br /> CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE MY THE ENGINEER SHALL NOT Cl
<br /> 18. ALL CONCRETE SHALL BE SULFATE RESISTANT CONCRETE. INCLUDE INSPECTION OF THE AFOREMENTIONED ITEMS. 9T CIVIC Q
<br /> FOFCAV\�o
<br /> ABBREVIATIONS
<br /> 19. USE MAXIMUM SIZE AGGREGATES AS NOTED BELOW. 9. CONTRACTOR SHALL INVESTIGATE THE SITE. DURING CLEARING AND EARTHWORK OPERATIONS, FOR
<br /> STRUCTURAL STEEL FILLED EXCAVATION OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATION, ETC. IF
<br /> ADDL ADDITIONAL MAX MAXIMUM 20. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH: ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
<br /> ALT ALTERNATE MECH MECHANICAL CONCRETE 28 DAY MIN MAX W/C MAX SIZE 10. OPENINGS, POCKETS, ETC., LARGER THAN 8" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, OR
<br /> ARCH ARCHITECTURAL MF MOMENT FRAME 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC WALLS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER WHEN PLAN REVIEW ACCEPTANCE
<br /> FOOTINGS 3000 PSI 3-1/2" 0.6 1-1/2" DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 8" NOT SHOWN ON THE
<br /> AOR ARCHITECT OF RECORD MFR MANUFACTURER LOCATION STRENGTH SLUMP RATIO AGGREGATE
<br /> SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS
<br /> APRX APPROXIMATELY MIN MINIMUM GRADE BEAMS 3000 PSI 4" 0.5 1" (LATEST EDITION AND SUPPLEMENTS). FABRICATE IN AN APPROVED FABRICATOR SHOP. THE APPROVED STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER
<br /> BC BOTTOM CHORD N
<br /> BAL BALANCE MISC MISCELLANEOUS 0.45 1" FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING INSPECTOR PRIOR TO RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE NOTE SECTIONS. Aug 04 2020
<br /> ( ) NEW SLAB ON GRADE 3000 PSI 3-1/2"SLAB ON DECK 3000 PSI 3-1/2" 0.45 3/4" INSPECTION.
<br /> BLDG BUILDING NA NOT APPLICABLE WALLS N/A N/A N/A N/A 11. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL
<br /> BM BEAM NTS NOT TO SCALE
<br /> BLKG BLOCKING NS NEAR SIDE OTHER 3000 PSI 3-1/2" 0.45 3/4" 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS, UNLESS NOTED NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR WEST COAST CODE CONSULTANTS
<br /> ISE.
<br /> BEV BEVELED NWC NORMAL WEIGHT CONCRETE A.OTHERWISE.
<br /> SHAPES: A992 (Fy= 50 KSI) BRACING WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH.
<br /> A. SLUMP SHALL BE THE MINIMUM CONSISTENT WITH PROPER PLACING. ACHIEVE SLUMP WITH WATER
<br /> BBOTTOM OF OC ON CENTER REDUCING ADMIXTURES (ASTM A-494 TYPE A, F, OR A/F) FOR DESIRED WORKABILITY. B. WT SHAPES: A992 (Fy= 50 KSI)KSI)KSI) 12. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND DRAINAGE ITEMS, ALTHOUGH
<br /> BRG BEARING OH OPPOSITE HAND D. S SHAPES: A36 (Fy= 36 K
<br /> BOTT BOTTOM OD OUTSIDE DIAMETER B. USE HIGH RANGE WATER REDUCING ADMIXTURE (SUPERPLASTICIZER) AS NEEDED. C. HP SHAPES: 3992 (Fy= SOMETIMES INDICTED ON THE STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES ONLY,
<br /> BTWN BETWEEN OPP OPPOSITE C. SEE PRE-STRESSED CONCRETE AND POST-TENSIONING SECTION. E. STEEL PIPE:A53, GRADE B (Fy= 35 KSI) ARE SOLELY THE DESIGN RESPONSIBILITY OF OTHERS.
<br /> D. USER WATER REDUCING ADMIXTURES OR MID-RANGE WATER REDUCING ADMIXTURES OR DESIRED
<br /> CL CENTER LINE OWS OPEN WEB STEEL F. HSS ROUND: A500, GRADE B (Fy=42 KSI)
<br /> CLR CLEAR PARL PARALLEL WORKABILITY. G. HSS SQUARE AND RECTANGLE: A500, GRADE B (Fy-46 KSI) 13. SHOP DRAWINGS, SPECIAL INSPECTION, AND MATERIAL SAMPLING AND TESTING, WHEN REQUIRED, ARE STRUCTURAL
<br /> CMU CONCRETE MASONRY UNIT PERP PERPENDICULAR E. AIR-ENTRAINMENT FOR LIGHTWEIGHT CONCRETE SHALL BE 4% MINIMUM, 7% MAXIMUM H. ANGLES (TYP UNO): A36 (Fy= 36 KSI) LINO SPECIFIED IN THEIR RESPECTIVE TABLES IN THE GENERAL NOTES AND IN THE SPECIFICATIONS.
<br /> COL COLUMN PL PLATE 21. USE 3/8" MAXIMUM AGGREGATE WHERE NECESSARY FOR PROPER PLACING, SUCH AS IN THIN OR I. ANGLES (STMF TRUSS): A572, A529 (Fy =50 KSI)
<br /> CONC CONCRETE PJP PARTIAL JOINT PENETRATION 14. THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE SEISMIC-FORCE-RESISTING SYSTEM NOTES
<br /> J. C SHAPES, MC SHAPES: A36 (Fy= 36 KSI)
<br /> CONT CONTINUOUS PLF POUNDS PER LINEAR FOOT CONGESTED SECTIONS. SUPERPLASTICIZERS MAY BE USED TO IMPROVE WORKABILITY IN THIN OR K. PLATES AND BARS: A36 (Fy= 36 KSI) LINO SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL PRIOR TO THE
<br /> CJP COMPLETE JOINT PENETRATION PP PANEL POINT CONGESTED SECTIONS. INCORPORATE SUPERPLASTICIZERS INTO CONCRETE MIX DESIGN. L. PLATES AND BARS (STMF TRUSS): A572, A529 (Fy= 50 KSI) COMMENCEMENT OF WORK ON THE SYSTEM.
<br /> CTR CENTER PSF POUNDS PER SQUARE FOOT 22. THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN OR NOTED. M. WELD FILLER MATERIAL: E70XX, Fy= 70 KSI, AWS D1.1
<br /> DBL DOUBLE QTR QUARTER
<br /> DF DOUGLAS FIR R RADIUS CONCRETE SHALL REMAIN LEVEL AND FLAT, EXCEPT AS NOTED ON PLANS WHERE SLOPES ARE
<br /> PLATE THICKNESS TO BE 3/8"THICK MINIMUM, UNLESS NOTED OTHERWISE.
<br /> D, DIA, 0 DIAMETER REINF REINFORCING REQUIRED. 3.
<br /> DIAG DIAGONAL READ REQUIRED 23. NON-SHRINK, NON-METALLIC, NON CORROSIVE CEMENT-BASED GROUT UNDER BASEPLATES, SILL 4.
<br /> U
<br /> DL DEAD LOAD RTU ROOF TOP UNIT ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, OR SPRAY ON
<br /> DIM DIMENSION REV REVISION REVISED PLATES, ETC. SHALL CONFORM TO ASTM C1107 AND A MINIMUM 28 DAY STRENGTH OF 5000 PSI FIREPROOFING SHALL BE LEFT UNPAINTED, UNLESS NOTED OTHERWISE.
<br /> DN DOWN SF SQUARE FEET
<br /> DWG DRAWING SIM SIMILAR 24. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304. SANDBLAST ALL CONCRETE SURFACES 5. WHERE GALVANIZED STEEL IS INDICATED ON DRAWINGS, GALVANIZE ACCORDING TO ASTM A123, HOT DIP STRUCTURAL STEEL (CONTINUED)(E) EXISTING SPEC SPECIFICATIONS AGAINST WHICH CONCRETE IS TO BE PLACED. PROCESS.
<br /> EA EACH SQ SQUARE BOLTED CONNECTIONS:
<br /> EL (ELEV) ELEVATION STL STEEL 25. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 3/4 INCH 6. ERECTION CLIPS, TEMPORARY BRACING, AND SHORING REQUIRED BY THE CONTRACTOR MAY NOT BE APEX 08-32
<br /> EOR ENGINEER OF RECORD STMF SPECIAL TRUSS MOMENT FRAME CHAMFER, UNLESS OTHERWISE SHOWN ON ARCHITECTURAL DRAWINGS. SHOWN IN THE DRAWINGS. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS. CLIPS AND 12. ALL STEEL TO STEEL BOLTED CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS PER PROJECT:
<br /> EQ EQUAL SYM SYMMETRICAL BRACING USED FOR ERECTION MAY REMAIN IN PLACE IF THE FINAL APPEARANCE AS SPECIFIED IN THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 (GROUP A) OR A490 (GROUP B) BOLTS, BY
<br /> EXT EXTERIOR T&B TOP AND BOTTOM 26. 4" DIAMETER x 8" LONG TEST CYLINDERS: FOUR CONTRACT DRAWINGS ARE UNAFFECTED. THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC). DATE 6-26-2020
<br /> FB FLAT BAR T THICK, THICKNESS THEREOF, POURED IN ANY ONE DAY, SHALL BE E , V �5, A l EI F' �T
<br /> FLR FLOOR TB TIE BEAM AGENCY; ONE TO BE TESTED AT 7 DAYS FOR IN O O SSR N L �(j` 7. NOT ALL METAL ITEMS ARE SHOWN IN STRUCTURAL DRAWINGS. ADDITIONAL MISCELLANEOUS METAL 13. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (GROUP A) BEARING TYPE WITH THREADS
<br /> FS FAR SIDE TC TOP CHORD RESERVE. TO FIELD APPROVAL ITEMS SUCH AS EMBEDS, RAILINGS, AND SUPPORTS FOR INTERIOR FINISHES MAY BE SHOWN ON EXCLUDED FROM THE SHEAR PLANE, UNLESS NOTED OTHERWISE. ALL BOLTS IN BEARING TYPE
<br /> FT FEET, FOOT THRU THROUGH DRAWINGS PREPARED BY OTHERS. ALSO, SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONNECTION MAY BE SNUG TIGHTENED PER RCSC.
<br /> FTG FOOTING TO TOP OF 27. THE CONTRACTOR SHALL INFORM THE ARCHITECT AT LEAST 3 DAYS PRIOR TO POURING ANY MISCELLANEOUS METAL ITEMS. REV.# DATE ISSUED DESCRIPTION
<br /> GA GAUGE TOC TOP OF CONCRETE STRUCTURAL CONCRETE SO THAT THE ARCHITN6-rbrqwfft'JO B14. AT CONNECTIONS REQUIRED TO BE PRE-TENSIONED IN AISC 360 SECTION J.1.10, OR WHERE
<br /> GALV GALVANIZED TOS TOP OF STEEL WORK PRIOR TO CONCRETE PLACEMENT. 8. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO SPECIFICALLY DESIGNED TO BE SLIP CRITICAL (SC) ON THE DRAWINGS, STEEL FAYING SURFACES SHALL 0 6-12-2020 field change 1
<br /> GB GRADE BEAM TYP TYPICAL ISITE NO INSPECTIONS WILL BE MADE FABRICATION. BE CLASS A IN ACCORDANCE WITH RCSC AND THREADS EXCLUDED FROM THE SHEAR PLANE. HIGH
<br /> H HEIGHT LINO UNLESS NOTED OTHERWISE 28. THE CONTRACTOR SHALL REMOVE AND REPLACE STRENGTH BOLTS SHALL CONFORM TO ASTM A490 IN SLIP CRITICAL (SC) CONNECTIONS, UNLESS NOTED
<br /> HOR HORIZONTAL VERT VERTICAL STRENGTH IN 28 DAYS IF SO DIRECTED BY THE ARCHITECT OR ENGINEER. ANY DEFECTS IN THE 9. THE TESTING AGENCY SHALL SEND COPIES OF STRUCTURAL TESTING AND INSPECTION REPORTS OTHERWISE.
<br /> ID INSIDE DIAMETER VIF VERIFY IN FIELD HARDENED CONCRETE SHALL BE SATISFACTO 3ILY REPAIRED OR THE HARDENED CONCRETE SHALL BE DIRECTLY TO THE ENGINEER OF RECORD.
<br /> INT INTERIOR W/ WITH REPLACED 15. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED,
<br /> K KIPS (1000 POUNDS) W/I WITHIN 10. PROVIDE UPWARD CAMBER TO ALL MEMBERS SHOWN TO HAVE CAMBER. AMOUNT MEASURED IN THE UNLESS NOTED OTHERWISE.
<br /> LL LIVE LOAD W/O WITHOUT FIELD PRIOR TO ERECTION SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC SPECIFICATIONS.
<br /> LLH LONG LEG HORIZONTAL WF WIDE FLANGE REV= 1DO NOT CAMBER MEMBERS OCCURRING BELOW ELEVATOR ENTRANCE DOORS. 16. STEEL WASHERS SHALL CONFORM TO ASTM F436 OR A959. FOR BOLTS A490 (GROUP B) BOLTS, WASHER �1
<br /> LLV LONG LEG VERTICAL W.P. (WP) WORKING POINT TO BE 5/16"THICKNESS MINIMUM AND SHALL CONFORM TO ASTM F436. NUTS SHALL CONFORM TO ASTM `\J
<br /> LNG LONGITUDINAL WT WEIGHT 11. BEAMS DETAILED WITHOUT SPECIFIED CAMBER SHALL BE FABRICATED SO THAT AFTER FABRICATION ANY A583.
<br /> LWC LIGHT WEIGHT CONCRETE WWF WELDED WIRE FABRIC MINOR CAMBER DUE TO ROLLING OR SHOP ASSEMBLY SHALL BE UPWARD. TOP OF ALL MEMBERS SHALL
<br /> CITY OF STOCKTON BE CLEARLY IDENTIFIED.
<br /> APPROVED PLANS
<br /> Copyright APEX
<br /> By:dhenry Date:08/06/2020
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