g.s.#104-187 demonstration school renovation no. checked by: drawn by: w. mark watson pe, llc...
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PROJECT NO.
CHECKED BY:
DRAWN BY:
W. Mark Watson
PE, LLC
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2017Copyright
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2016-330
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PryorMorrow
Dem
onstration S
chool R
enovation
Colum
bus, M
ississippi
G.S
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Bureau of B
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June 17, 2016
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W. MARK WATSON, PE, LLC
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July 14, 2017
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Septem
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STRUCTURAL
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S1.0
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2017
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TUPELO, MS 38804
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PHONE: 662-260-5083
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431 W. MAIN STREET, SUITE 320
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STRUCTURAL ENGINEERS
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GENERAL NOTES: 1. ALL DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE ALL DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT UNLESS A DIFFERENT DETAIL IS SHOWN. 2. WORK STRUCTURAL DRAWINGS WITH ARCHITECTURAL, CIVIL, MECHANICAL, AND WORK STRUCTURAL DRAWINGS WITH ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED OPENINGS IN SLABS AND DECKS. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE NINTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC), "SPECIFICATIONS FOR THE BUILDING, FABRICATIONS, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" - ASD METHOD. 4. THE STEEL FRAME IS NOT "SELF-SUPPORTING." THE STRUCTURE IS STABLE THE STEEL FRAME IS NOT "SELF-SUPPORTING." THE STRUCTURE IS STABLE ONLY IN THE COMPLETED FORM. ADEQUATE TEMPORARY SUPPORT MUST BE PROVIDED BY THE CONTRACTOR UNTIL ALL REQUIRED CONNECTIONS AND/OR ELEMENTS ARE IN PLACE. 5. THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT/STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED WITH ANY DISCREPANCIES. SEE ARCHITECTURAL, CIVIL, AND MECHANICAL DRAWINGS FOR ALL LAYOUTS AND DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DO NOT SCALE ANY DRAWING TO DETERMINE DIMENSIONS. 6. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE BUILDING MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE BUILDING CODE INDICATED BELOW. 7. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, AND COMPLIANCE WITH OSHA SAFETY REQUIREMENTS IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 8. THE CONTRACTOR SHALL VERIFY ANY FLOOR AND ROOF MOUNTED MECHANICAL THE CONTRACTOR SHALL VERIFY ANY FLOOR AND ROOF MOUNTED MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND/OR ROOF OPENING SIZES, AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 9. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD IN THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD IN WRITING WITH ANY DISCREPANCY ENCOUNTERED IN THE FIELD CONTRADICTORY TO THE CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS. 10. IN THE ABSENCE OF A SPECIFIED PRODUCT, PLACE 0.015" POLYETHYLENE IN THE ABSENCE OF A SPECIFIED PRODUCT, PLACE 0.015" POLYETHYLENE MEMBRANE OR EQUAL BENEATH ALL CONCRETE ON GRADE. 11. IN THE EVENT OF A DISCREPANCY BETWEEN THE WRITTEN BOOK OF IN THE EVENT OF A DISCREPANCY BETWEEN THE WRITTEN BOOK OF SPECIFICATIONS AND THESE NOTES, THE MORE STRINGENT CONDITION GOVERNS. DESIGN CRITERIA: BUILDING CODES AND STANDARDS - LATEST EDITIONS UNO: INTERNATIONAL BUILDING CODE 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" AISC STEEL CONSTRUCTION MANUAL-ALLOWABLE STRESS DESIGN, (13TH EDITION), THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AND THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. BRIDGES. AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE AWS D1.1 AS MODIFIED BY AISC SPECIFICATIONS STEEL JOIST INSTITUTE'S STANDARD SPECIFICATIONS AND LOAD TABLES, OPEN WEB STEEL JOISTS (2008 EDITION) AISI COLD-FORMED DESIGN MANUAL AND THE SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS (2008) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-08) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (TMS 402-08/ACI 530-08/ASCE 5-08) CONCRETE REINFORCING STEEL INSTITUTE, CRSI MANUAL OF STANDARD PRACTICE DESIGN LOAD PARAMETERS: MINIMUM LOADING REQUIREMENTS ARE PER THE 2012 INTERNATIONAL BUILDING CODE AND THE ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND AS INDICATED BELOW: ROOF LOADS: DEAD LOAD 10.0 PSF 10.0 PSF COLLATERAL LOAD 10.0 PSF 10.0 PSF LIVE LOAD 20.0 PSF SUBJECT TO TRIBUTARY AREA REDUCTIONS 20.0 PSF SUBJECT TO TRIBUTARY AREA REDUCTIONS 300 PSF CONCENTRATED 300 PSF CONCENTRATED SECOND FLOOR LOADS: DEAD LOAD 50.0 PSF 50.0 PSF LIVE LOAD 100.0 PSF 100.0 PSF ROOF SNOW PARAMETERS: BASIC SNOW LOAD 10.0 PSF 10.0 PSF FLAT ROOF SNOW LOAD 7.0 PSF 7.0 PSF 7.0 PSF SNOW EXPOSURE FACTOR 1.0 PSF 1.0 PSF 1.0 PSF SNOW LOAD IMPORTANCE FACTOR 1.0 1.0 THERMAL FACTOR 1.0 1.0 ROOF SNOW LOAD 7.0 PSF WITH DRIFT LOADS PER CODE. 7.0 PSF WITH DRIFT LOADS PER CODE. RAIN ON SNOW SURCHARGE LOAD 5.0 PSF 5.0 PSF WIND LOAD PARAMETERS: ULTIMATE WIND SPEED 115 MPH (ULTIMATE) 115 MPH (ULTIMATE) BUILDING CATEGORY II II EXPOSURE CATEGORY B B ENCLOSURE CLASSIFICATION ENCLOSED ENCLOSED INTERNAL PRESSURE COEFFICIENTS 0.18 ENCLOSED ± 0.18 ENCLOSEDCOMPONENTS AND CLADDING WALLS A = 20 SF -27.1 PSF END ZONE WALLS A = 20 SF -27.1 PSF END ZONE -27.1 PSF END ZONE +20.8 PSF END ZONE -22.6 PSF ELSEWHERE +20.8 PSF ELSEWHERE ROOF A = 20 SF -35.7 PSF EDGES & -35.7 PSF EDGES & +16.0 PSF CORNERS -23.2 PSF ELSEWHERE +16.0 PSF ELSEWHERE EARTHQUAKE PARAMETERS: OCCUPANCY CATEGORY II II SEISMIC IMPORTANCE FACTOR 1.0 1.0 SS 22.2% g S 22.2% g 22.2% g S1 11.1% g 1 11.1% g 11.1% g SITE CLASS D D SDS 0.237 g DS 0.237 g 0.237 g SD1 0.174 g D1 0.174 g 0.174 g SEISMIC DESIGN CATEGORY C C SEISMIC FORCE RESISTING SYSTEM ORDINARY MOMENT FRAMES OF STEEL ORDINARY MOMENT FRAMES OF STEEL SEISMIC RESPONSE COEFFICIENT 0.068 OMFS 0.068 OMFS RESPONSE MODIFICATION FACTOR 3.5 OMFS 3.5 OMFS ANALYSIS PROCEDURE EQUIVALENT LATERAL LOAD PROCEDURE EQUIVALENT LATERAL LOAD PROCEDURE FOUNDATION NOTES: 1. THE FOUNDATION IS DESIGNED AS RECOMMENDED IN THE SOIL REPORT BY THE FOUNDATION IS DESIGNED AS RECOMMENDED IN THE SOIL REPORT BY SOILTECH CONSULTANTS, DATED OCTOBER 20, 2016. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD CONTRARY TO THOSE ASSUMED FOR DESIGN. STRICT ADHERENCE TO THE SOIL REPORT RECOMMENDATIONS IS ADVISED. SEE ARCHITECT OR BOOK OF SPECIFICATIONS FOR A COPY OF THE SOIL REPORT. 2. THE FOUNDATION DESIGN IS BASED ON A NET ALLOWABLE SOIL BEARING THE FOUNDATION DESIGN IS BASED ON A NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF FOR CONTINUOUS FOUNDATION COMPONENTS BEARING A MINIMUM OF 18" BELOW THE FINISH SUBGRADE ELEVATION. 3. REINFORCED CONCRETE SPREAD FOOTINGS BEARING A MINIMUM OF 24" BELOW REINFORCED CONCRETE SPREAD FOOTINGS BEARING A MINIMUM OF 24" BELOW FINISH SUBGRADE ELEVATION ARE DESIGNED BASED ON A NET ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF. FORM NOTES: 1. IF LOCAL CONDITIONS ARE FAVORABLE, USE EARTH TRENCH FORMS FOR IF LOCAL CONDITIONS ARE FAVORABLE, USE EARTH TRENCH FORMS FOR FOOTINGS PROVIDED THE EARTH IS CLEAN CUT AND TRUE WITH BOTTOMS LEVEL AND SOUND. 2. FORMS, CENTERING, CORES, MOLDS, ETC.: FORMS, CENTERING, CORES, MOLDS, ETC.: CONSTRUCT SO THAT THE FINISH CONCRETE WILL CONFORM TO THE SHAPES, LINES, GRADES, AND DIMENSIONS INDICATED ON THE DRAWINGS. 3. SUBSTANTIALLY AND SUFFICIENTLY TIGHTEN FORMS TO PREVENT LEAKAGE OF SUBSTANTIALLY AND SUFFICIENTLY TIGHTEN FORMS TO PREVENT LEAKAGE OF CONCRETE AND PREVENT THE DEFLECTION OF FORMS UNDER THE WEIGHT OF WET CONCRETE OR OF CONSTRUCTION LOADS. 4. FORMS OR SHORING FOR CONCRETE SHALL NOT BE REMOVED UNTIL THE FORMS OR SHORING FOR CONCRETE SHALL NOT BE REMOVED UNTIL THE CONCRETE IS DETERMINED, THROUGH EXAMINATION, TO HAVE DEVELOPED AMPLE STRENGTH TO SUPPORT ANY LOADS TO BE SUPERIMPOSED. 5. APPLY FORM OIL TO ALL FORMS TO PREVENT CONCRETE FROM STICKING. APPLY FORM OIL TO ALL FORMS TO PREVENT CONCRETE FROM STICKING. SOIL COMPACTION NOTES: 1. SEE ARCH SPECS AND SOIL REPORT FOR BACKFILL MATERIAL, COMPACTION SEE ARCH SPECS AND SOIL REPORT FOR BACKFILL MATERIAL, COMPACTION REQUIREMENTS, AND BACKFILL PROCEDURES. CONCRETE NOTES: 1. ALL PLAIN AND REINFORCED CONCRETE SHALL BE FURNISHED AND PLACED ALL PLAIN AND REINFORCED CONCRETE SHALL BE FURNISHED AND PLACED PER THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08, AND PER THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301-08. 2. STRUCTURAL CONCRETE SHALL BE DEFINED AS ALL CONCRETE CONSTRUCTION STRUCTURAL CONCRETE SHALL BE DEFINED AS ALL CONCRETE CONSTRUCTION DETAILED OR DESCRIBED BY THE STRUCTURAL DRAWINGS. 3. ALL CONCRETE FOR FOUNDATION AND FLOOR SLABS SHALL BE NORMAL ALL CONCRETE FOR FOUNDATION AND FLOOR SLABS SHALL BE NORMAL WEIGHT NON-AIR ENTRAINED CONCRETE TO CONFORM TO CURRENT ACI SPECIFICATIONS AND SHALL DEVELOP 3500 PSI IN 28 DAYS WITH MINIMUM 5~8 BAG CONCRETE MIX TYPICAL IN ALL STRUCTURAL CONCRETE. PROVIDE AIR-ENTRAINED CONCRETE FOR ALL CONCRETE EXPOSED TO THE WEATHER IN FINAL POSITION. SUBMIT MIX DESIGN FOR NON-AIR-ENTRAINED CONCRETE REVIEW PRIOR TO PLACING CONCRETE. SUBMIT AIR-ENTRAINED CONCRETE MIX DESIGN IF ANY CONCRETE IS EXPOSED TO THE WEATHER IN THE FINAL PLACEMENT. SEE SHOP DRAWING NOTES FOR REINFORCING DETAILING REQUIREMENTS. 4. UNLESS INDICATED ON STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL UNLESS INDICATED ON STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER OF RECORD ALL CONSTRUCTION JOINT LOCATIONS PROPOSED PRIOR TO CONCRETE PLACEMENT. ONLY APPROVED LOCATIONS WILL BE ACCEPTABLE FOR JOINT PLACEMENT. 5. PROVIDE WATERSTOPS AT ALL EXPANSION, CONTRACTION, AND CONSTRUCTION PROVIDE WATERSTOPS AT ALL EXPANSION, CONTRACTION, AND CONSTRUCTION JOINTS IN SLABS BELOW GRADE. PROVIDE WATERSTOPS IN KEYED JOINTS IN ALL BELOW GRADE CONCRETE WALLS ADJACENT TO DRAIN LINES OR CONFINED LIQUIDS. 6. NO PLUMBING, MECHANICAL, OR ELECTRICAL LINES MAY PENETRATE ANY GRADE NO PLUMBING, MECHANICAL, OR ELECTRICAL LINES MAY PENETRATE ANY GRADE BEAM OR FOOTING WITHOUT PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. SUBMIT REQUEST TO PENETRATE GRADE BEAMS OR FOOTINGS DIRECTLY TO THE ARCHITECT. PROVIDE DETAILED INFORMATION TO THE ARCHITECT SUFFICIENT TO LOCATE THE PROPOSED PENETRATION ON THE STRUCTURAL DRAWINGS. 7. FINISH CONCRETE SLABS PER SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. FINISH CONCRETE SLABS PER SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 8. CHAMFER ALL EXTERNAL CORNERS OF FORMED SHAPES WHICH WILL BE CHAMFER ALL EXTERNAL CORNERS OF FORMED SHAPES WHICH WILL BE EXPOSED AT THE COMPLETION OF THE PROJECT WITH A 45° CHAMFER UNLESSNOTED OTHERWISE. 9. ROUGH FINISH CONCRETE SHALL BE GIVEN TO ALL CONCRETE NOT OTHERWISE ROUGH FINISH CONCRETE SHALL BE GIVEN TO ALL CONCRETE NOT OTHERWISE SPECIFIED. CONCRETE SHALL HAVE ALL HONEYCOMBS PATCHED AND SHALL HAVE FINS AND ROUGH EDGES REMOVED. 10. A SMOOTH FINISH SHALL BE GIVEN TO ALL CONCRETE EXPOSED IN A SMOOTH FINISH SHALL BE GIVEN TO ALL CONCRETE EXPOSED IN COMPLETED WORK SUCH AS EXPOSED LINTELS AND BEAMS, BUT NOT INCLUDING FLOOR SLABS, UNLESS SPECIFIED OTHERWISE. FINS AND PROJECTIONS SHALL BE REMOVED AND THE SURFACES RUBBED WITH CEMENT OR CARBORUNDUM BRICK. NO MORTAR OR GROUT SHALL BE EMPLOYED. FORM MARKS SHALL BE REMOVED LEAVING SURFACES UNIFORMLY SMOOTH AND WASHED CLEAN. REINFORCING STEEL NOTES: 1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60, EXCEPT #3 BARS WHICH MAY BE GRADE 40. 2. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES", ACI 315 LATEST EDITION. PROVIDE PLACEMENT PLANS WITH SECTIONS AND DETAILS TO CLEARLY INDICATE REBAR POSITION TO FIELD PERSONNEL. PROVIDE A MINIMUM GROUP OF SECTIONS AND DETAILS TO MATCH SECTIONS AND DETAILS SHOWN IN CONTRACT DOCUMENTS. PROVIDE ADDITIONAL SECTIONS AND DETAILS, AS NEEDED, TO CLEARLY DEFINE REBAR PLACEMENT. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, AND BE FURNISHED IN WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, AND BE FURNISHED IN FLAT SHEETS ONLY. SEE TYPICAL SLAB DETAILS FOR SUPPORT OF WELDED WIRE FABRIC. 4. LAP SPLICES SHALL CONFORM TO ACI 318-08 FOR CLASS B TENSION LAP LAP SPLICES SHALL CONFORM TO ACI 318-08 FOR CLASS B TENSION LAP SPLICES UNLESS NOTED OTHERWISE ON THE DRAWINGS. PROVIDE NECESSARY REINFORCING STEEL ACCESSORIES TO HOLD BARS IN PROPER POSITION. HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO ACI 318-08 UNLESS NOTED OTHERWISE ON DRAWINGS. 5. ACCURATELY PLACE AND POSITION REBARS AND SECURE AGAINST ACCURATELY PLACE AND POSITION REBARS AND SECURE AGAINST DISPLACEMENT BY USING SUITABLE CLIPS, METAL CHAIRS, SPACERS, OR BY METAL HANGERS. 6. MINIMUM PROTECTIVE CONCRETE COVERAGE FOR REINFORCING STEEL SHALL MINIMUM PROTECTIVE CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE: 3" FOR FOOTINGS; 1~8" FOR BEAMS; ~w" FOR SLABS ABOVE GRADE UNLESS INDICATED ON THE DRAWINGS. EMBEDDED ITEM NOTES: 1. BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN TO DETERMINE THAT ANY BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN TO DETERMINE THAT ANY EMBEDDED METAL OR WOOD PARTS ARE FIRMLY AND SECURELY FASTENED IN PLACE AS INDICATED. THE EMBEDDED ITEMS SHALL BE THOROUGHLY CLEANED AND FREE FROM COATINGS, RUST SCALE, OIL, OR ANY FOREIGN MATTER. STRUCTURAL STEEL NOTES: 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO AISC ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STEEL FOR BUILDINGS", 13TH EDITION, AND ALL ITS SUPPLEMENTS, AND TO AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES." 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS: WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992 Fy=50 KSI. PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36 Fy=36 KSI PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, Fy=35 KSI. HOLLOW STEEL SHAPES SHALL CONFORM TO ASTM A500, GRADE B, Fy=46 KSI. 3. ALL SHOP CONNECTIONS SHALL BE WELDED, UNLESS NOTED OTHERWISE, ALL SHOP CONNECTIONS SHALL BE WELDED, UNLESS NOTED OTHERWISE, USING E70XX ELECTRODES. ALL FILED CONNECTIONS SHALL BE BOLTED, UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL UTILIZE A MINIMUM OF ~w" ASTM A325N HIGHSTRENGTH BOLTS UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. BOLTS SHALL HAVE A325 HEAVY HEX HEADS WITH HEAVY HEX NUTS AND ONE HARDENED WASHER UNDER THE ELEMENT TO BE TURNED DURING TIGHTENING. ALL HOLES FOR BOLTS SHALL BE STANDARD SIZE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. BEAM CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR FOR THE BEAM CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NO REACTIONS ARE PROVIDED, THE FABRICATOR SHALL DESIGN THE CONNECTION TO SUPPORT AN END REACTION OF W/2 KIPS FROM THE TABLES IN PART 2 "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAM LATERALLY SUPPORTED" OF THE MANUAL OF STEEL CONSTRUCTION, NINTH EDITION. DUE CONSIDERATION OF CONCENTRATED LOADS NEAR ENDS IS REQUIRED. NO CONNECTION SHALL HAVE LESS THAN TWO BOLTS. 5. PRIOR TO PAINTING, ALL STEEL SHALL BE THOROUGHLY CLEANED IN PRIOR TO PAINTING, ALL STEEL SHALL BE THOROUGHLY CLEANED IN ACCORDANCE WITH THE STEEL STRUCTURES PAINTING COUNCIL SURFACE PREPARATION SPECIFICATION. 6. ALL STRUCTURAL STEEL SHALL BE PRIMED WITH STANDARD RED OXIDE PRIMER ALL STRUCTURAL STEEL SHALL BE PRIMED WITH STANDARD RED OXIDE PRIMER UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. ALL MISCELLANEOUS OR STRUCTURAL STEEL, AND FASTENERS, EXPOSED TO WEATHER IN FINAL POSITION SHALL BE GALVANIZED, (G90 MIN), OR STAINLESS STEEL, UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, ANY DAMAGED GALVANIZING OR PAINTING SHALL BE TOUCHED UP IN THE FIELD. 7. STAIR STRINGERS, RAILS, AND GIRTS SHALL BE CONNECTED WITH A325 BOLTS STAIR STRINGERS, RAILS, AND GIRTS SHALL BE CONNECTED WITH A325 BOLTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. ALL WELDS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ALL WELDS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STRUCTURAL WELDING CODE", AWS D1.1 OF THE AMERICAN WELDING SOCIETY. ALL WELDS SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS SPECIFICATIONS. ALL WELDED CONNECTIONS SHALL UTILIZE E70XX ELECTRODES UNLESS NOTED OTHERWISE. 9. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES EACH SIDE OF THE BEAM WEB OF A THICKNESS EQUAL TO THE BEAM FLANGE THICKNESS, LOCATED IN ALIGNMENT WITH THE COLUMN WEB OR FLANGES OR CENTERLINE OF HSS COLUMNS. 10. ALL CONNECTIONS FOR DIAGONAL BRACING MEMBERS SHALL BE DESIGNED FOR ALL CONNECTIONS FOR DIAGONAL BRACING MEMBERS SHALL BE DESIGNED FOR 100% OF THE ALLOWABLE TENSILE CAPACITY OF THE BRACING MEMBER UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. 11. ALL COLUMN BASE PLATES SHALL BEAR ON NON-SHRINK GROUT, 5000 PSI ALL COLUMN BASE PLATES SHALL BEAR ON NON-SHRINK GROUT, 5000 PSI MIN, UNLESS NOTED OTHERWISE. 12. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36 UNLESS ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE DRAWINGS. ANCHOR RODS SHALL HAVE ASTM A563 GRADE A HEAVY HEX NUTS AND INCLUDE A HARDENED FLAT WASHER AS SHOWN IN BASE PLATE/ANCHOR ROD DETAILS. CONCRETE MASONRY NOTES: 1. ALL CONCRETE MASONRY SHALL COMPLY WITH CURRENT PROVISIONS OF THE ALL CONCRETE MASONRY SHALL COMPLY WITH CURRENT PROVISIONS OF THE BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES, TMS 402-08/ACI 530-08/ASCE 5-08. 2. ALL CONCRETE MASONRY UNITS SHALL BE LIGHTWEIGHT UNITS AND COMPLY ALL CONCRETE MASONRY UNITS SHALL BE LIGHTWEIGHT UNITS AND COMPLY WITH ASTM C-90, LATEST EDITION, WITH MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI, (UNITS), AND f'm = 1,500 PSI (ASSEMBLAGE), 28 DAYS. 3. ALL MORTAR SHALL BE TYPE "M" OR TYPE "S" FOR MASONRY WALLS AND ALL MORTAR SHALL BE TYPE "M" OR TYPE "S" FOR MASONRY WALLS AND SHALL COMPLY WITH THE NATIONAL CONCRETE MASONRY ASSOCIATION, (NCMA), AND THE STANDARD BUILDING CODE REQUIREMENTS FOR MASONRY. 4. ALL REINFORCING FOR MASONRY WALL SHALL BE ASTM-A615 GRADE 60. ALL REINFORCING FOR MASONRY WALL SHALL BE ASTM-A615 GRADE 60. 5. VERTICAL REINFORCEMENT SHALL BE LAPPED 48 DIA. AT SPLICES UNLESS VERTICAL REINFORCEMENT SHALL BE LAPPED 48 DIA. AT SPLICES UNLESS NOTED OTHERWISE. DETAIL REINFORCING TO MINIMIZE SPLICES AND STAGGER SPLICES WHERE POSSIBLE. IN LIEU OF LAP SPLICES, MECHANICAL SPLICE CONNECTORS MAY BE USED. SPLICE CONNECTORS MUST DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE REBAR IN TENSION AND COMPRESSION. SUBMIT TECHNICAL DATA ON SPLICE CONNECTOR TO STRUCTURAL ENGINEER FOR REVIEW. 6. PROVIDE DUR-O-WAL REINFORCING AS INDICATED ON THE CONSTRUCTION PROVIDE DUR-O-WAL REINFORCING AS INDICATED ON THE CONSTRUCTION DRAWINGS. PROVIDE SPECIAL DUR-O-WAL REINFORCING AT THE CORNERS AND INTERSECTIONS. SEE SHOP DRAWING NOTES FOR REINFORCING DETAILING REQUIREMENTS. 7. THE CONTRACTOR SHALL PROPERLY PLACE AND ALIGN ALL CELLS TO ALLOW THE CONTRACTOR SHALL PROPERLY PLACE AND ALIGN ALL CELLS TO ALLOW FOR PROPER PLACEMENT OF VERTICAL REINFORCEMENT, PROVIDE VERTICAL REBAR POSITIONERS AND ACCESSORIES AS REQUIRED TO PROPERLY POSITION CMU REINFORCEMENT. 8. CONCRETE MASONRY WALLS MAY BE CONSTRUCTED USING EITHER THE LOW CONCRETE MASONRY WALLS MAY BE CONSTRUCTED USING EITHER THE LOW LIFT OR HIGH LIFT GROUTING METHODS AS DESCRIBED/DEFINED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. 9. ALL LINTELS SHALL BEAR A MINIMUM OF 8 INCHES ON THE SUPPORTING ALL LINTELS SHALL BEAR A MINIMUM OF 8 INCHES ON THE SUPPORTING WALL. 10. CONCRETE MASONRY UNITS SHALL BE GROUTED WITH 2500 PSI COURSE CONCRETE MASONRY UNITS SHALL BE GROUTED WITH 2500 PSI COURSE GROUT. GROUT FOR REINFORCED AND NON-REINFORCED MASONRY SHALL CONFORM TO ASTM C476. GROUT IN MASONRY SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION. 11. COORDINATE LOCATION OF ALL MASONRY WALLS, PARTITION, OPENINGS, AND COORDINATE LOCATION OF ALL MASONRY WALLS, PARTITION, OPENINGS, AND JOINTS WITH ARCHITECTURAL DRAWINGS. 12. ALL MASONRY WALLS BELOW GRADE ARE TO BE GROUTED SOLID UNLESS ALL MASONRY WALLS BELOW GRADE ARE TO BE GROUTED SOLID UNLESS NOTED OTHERWISE. 13. ALL MASONRY WALLS MUST BE ADEQUATELY BRACED DURING CONSTRUCTION ALL MASONRY WALLS MUST BE ADEQUATELY BRACED DURING CONSTRUCTION UNTIL FRAMING AND DECK ARE COMPLETELY INSTALLED. DESIGN AND INSTALLATION OF BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. JOIST NOTES: 1. ALL JOISTS SHALL CONFORM TO THE LATEST EDITION OF THE STEEL JOIST ALL JOISTS SHALL CONFORM TO THE LATEST EDITION OF THE STEEL JOIST INSTITUTE, SJI, SPECIFICATIONS. 2. ALL JOIST BOTTOM CHORDS SHALL BE COMPOSED OF ANGLES. ALL JOIST BOTTOM CHORDS SHALL BE COMPOSED OF ANGLES. 3. ALL JOISTS SHALL BE POWER TOOL CLEANED AND SHOP PAINTED WITH ALL JOISTS SHALL BE POWER TOOL CLEANED AND SHOP PAINTED WITH PRIMER. 4. DESIGN OF OPEN WEB STEEL JOISTS AND THE INTERNAL CONNECTIONS OF DESIGN OF OPEN WEB STEEL JOISTS AND THE INTERNAL CONNECTIONS OF THE JOIST SHALL BE THE SOLE RESPONSIBILITY OF THE JOIST SUPPLIER AND ITS ENGINEER LICENSED IN THE PROJECT STATE. REVIEW OF THE SEALED SHOP DRAWINGS AND CALCULATIONS SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND/OR SIZES OF MEMBERS AND SUPPLIER'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT DOCUMENT DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE JOIST SUPPLIER AND THEIR LICENSED ENGINEER OF THE FULL RESPONSIBILITY FOR THE DESIGN OF THE JOISTS AND THE INTERNAL CONNECTIONS OF THE JOISTS. COLD-FORMED STEEL FRAMING NOTES: 1. THE STRUCTURAL METAL STUD COMPONENTS AND INSTALLATION SHALL MEET THE STRUCTURAL METAL STUD COMPONENTS AND INSTALLATION SHALL MEET THE FOLLOWING STANDARDS: AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARD C955 STANDARD SPECIFICATIONS FOR LOAD BEARING (TRAVERSE AND AXIAL) STEEL STUDS, RUNNERS (TRACKS), AND BEARING OR BRIDGING FOR SCREW APPLICATION OF GYPSUM BOARD AND METAL PLASTER. ASTM STANDARD C1007 - STANDARD SPECIFICATION FOR INSTALLATION OF LOAD BEARING (TRAVERSE AND AXIAL) STEEL STUDS AND RELATED ACCESSORIES. 2. THE COLD-FORMED STRUCTURAL FRAMING AND ACCESSORIES SHALL BE THE COLD-FORMED STRUCTURAL FRAMING AND ACCESSORIES SHALL BE MANUFACTURED FROM STRUCTURAL QUALITY STEEL HAVING MINIMUM YIELD STRENGTH OF 50 KSI FOR ALL THICKNESSES, AND HAVE MINIMUM PROTECTIVE COATING EQUAL TO G-60 GALVANIZED FINISH. THE STEEL SHALL CONFORM TO ONE OF THE FOLLOWING ASTM STANDARDS: ASTM A653, A875, A792, OR A463. 3. STRUCTURAL FRAMING MEMBERS SHALL CONFORM TO ASTM C955, HAVE STRUCTURAL FRAMING MEMBERS SHALL CONFORM TO ASTM C955, HAVE ENGINEERING PROPERTIES CALCULATED IN CONFORMANCE WITH AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND HAVE MINIMUM PROPERTIES AS INDICATED. 4. BRACING OF EXTERIOR WALLS AND ALL LOAD BEARING WALLS SHALL BE BRACING OF EXTERIOR WALLS AND ALL LOAD BEARING WALLS SHALL BE ACCOMPLISHED BY INSTALLING 2" WIDE MINIMUM STEEL STRAPS 16 ga RUN HORIZONTALLY, ON BOTH SIDES OF THE STUDS AND ATTACHED TO EACH END. VERTICAL SPACING OF STRAPPING IS LIMITED TO A MAXIMUM 4'-0 THROUGHOUT THE HEIGHT OF THE WALL. NON-LOAD BEARING INTERIOR STUD SHALL BE BRACED IN THE SAME MANNER AS INDICATED ABOVE WITH THE STRAPPING AT 6'-0 OC VERTICALLY FULL HEIGHT OF WALL. SHOP CLEANING AND PAINTING NOTES: 1. PRIOR TO PAINTING, ALL STEEL SHALL BE THOROUGHLY CLEANED IN PRIOR TO PAINTING, ALL STEEL SHALL BE THOROUGHLY CLEANED IN ACCORDANCE WITH THE STEEL STRUCTURES COUNCIL SURFACE PREPARATION SPECIFICATION. 2. SHOP PRIME WITH STD RED OXIDE PRIMER, MINIMUM 2 MIL DRY FILM. SHOP PRIME WITH STD RED OXIDE PRIMER, MINIMUM 2 MIL DRY FILM. SHOP DRAWING NOTES: 1. SUBMIT ERECTION PLANS, PLACEMENT SECTIONS AND DETAILS, AND SHOP SUBMIT ERECTION PLANS, PLACEMENT SECTIONS AND DETAILS, AND SHOP DRAWINGS FOR REVIEW AND RECEIVE APPROVAL PRIOR TO FABRICATING COMPONENTS. IN ADDITION TO THE SECTIONS AND DETAILS PROVIDED IN THE CONSTRUCTION DOCUMENTS, INCLUDE ANY ADDITIONAL SECTIONS/DETAILS NOT SHOWN BY STRUCTURAL ENGINEER THAT ARE REQUIRED TO FULLY CONVEY ASSEMBLY AND PROPER PLACEMENT OF COMPONENTS TO THE FIELD PERSONNEL. 2. NO REPRODUCTION OF CONTRACT DOCUMENTS FOR SHOP DRAWINGS WILL BE NO REPRODUCTION OF CONTRACT DOCUMENTS FOR SHOP DRAWINGS WILL BE PERMITTED. 3. REVIEW OF SUBMITTED SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES REVIEW OF SUBMITTED SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS PRIOR TO SUBMITTING THE SHOP DRAWINGS TO THE ENGINEER OF RECORD. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR OMISSIONS AND ERRORS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS AND FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 4. REVIEW OF THE SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT REVIEW OF THE SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION PROVIDED IN THE CONSTRUCTION DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THE REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. APPROVAL OF A SPECIFIC ITEM DOES NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE, INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION, COORDINATION OF THE WORK OF ALL TRADES, AND FOR PERFORMING WORK IN A SAFE AND SATISFACTORY MANNER.
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STRUCTURAL NOTES:
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S1.0 GENERAL NOTES / SHEET LIST / DESIGN CRITERIA GENERAL NOTES / SHEET LIST / DESIGN CRITERIA S1.1 TYPICAL STRUCTURAL DETAILS TYPICAL STRUCTURAL DETAILS S1.2 QUALITY ASSURANCE PLAN QUALITY ASSURANCE PLAN S2.0 FOUNDATION PLAN FOUNDATION PLAN S3.0 SECOND FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN S3.1 UPPER AND LOWER ROOF FRAMING PLAN UPPER AND LOWER ROOF FRAMING PLAN S4.0 FOUNDATION SECTIONS AND DETAILS FOUNDATION SECTIONS AND DETAILS S4.1 FOUNDATION SECTIONS AND DETAILS FOUNDATION SECTIONS AND DETAILS S4.2 FOUNDATION SECTIONS AND DETAILS FOUNDATION SECTIONS AND DETAILS S5.0 ROOF FRAMING SECTIONS AND DETAILS ROOF FRAMING SECTIONS AND DETAILS S5.1 ROOF FRAMING SECTIONS AND DETAILS ROOF FRAMING SECTIONS AND DETAILS S5.2 ROOF FRAMING SECTIONS AND DETAILSROOF FRAMING SECTIONS AND DETAILS
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STRUCTURAL SHEETS
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SYMBOL LEGEND
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ELEVATION
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T/SURFACE
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SURFACE: T/CONC; T/FTG; ETC.
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SPOT ELEVATION
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ELEVATION SYMBOL
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B1/J1
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BEAM OR
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BEAM OR JOIST
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STEP
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SUBGRADE
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IS CUT
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SHEET NUMBER
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WHERE SECTION
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SECTION NAME
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A
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S.X-X
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CUT
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DIRECTION OF
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ELEVATION SYMBOL
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OR
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BACKFILL
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JOIST MARK