HomeMy WebLinkAbout008 - S0.1 Engineering GeneralSWITZER ADU
509 E LAMME
BOZEMAN, MONTANASHEET NUMBERDATE:REVISION:NOTE: DRAWINGS ON HALF SIZE SHEETS (18"x12") WILL BE HALF SIZE OF SCALE INDICATED.SOJOURN STUDIO,
LLC.
DARREN CUNNINGHAM, B. ARCH.,
PRINCIPAL
406-223-5109
DARRENC86@GMAIL.COM04.03.20261STAHLY JOB # 2981-00325GENERAL STRUCTURAL NOTES01 GENERAL REQUIREMENTSCRITERIASTRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDINGAND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCHITECT'SDRAWINGS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TOCONSTRUCTION.IN THE EVENT OF CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE PROJECT SPECIFICATIONS,THE STRUCTURAL DRAWINGS SHALL CONTROL. THE ENGINEER SHALL BE NOTIFIED OF ALL CONFLICTS.SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOWOPENINGS IN ALL WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUSMECHANICAL OPENINGS THROUGH WALLS AND FLOORS. SEE ARCHITECTURAL DRAWINGS FOR ALLGROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURALCOMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THESEDRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM WORK.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOTSPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OFCONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THESTRUCTURAL ENGINEER.MATERIAL SUBSTITUTIONS FOR PRODUCTS SPECIFIED IN THE PLANS AND NOTES MAY BE SUBMITTED BYTHE CONTRACTOR FOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. SUBSTITUTIONSUBMITTALS SHALL IDENTIFY EXACTLY WHAT PRODUCTS ARE TO BE SUBSTITUTED AND INCLUDE AN ICCEVALUATION SERVICE REPORT DEMONSTRATING EQUIVALENT OR GREATER LOAD CAPACITIES THAN THESUBSTITUTED PRODUCT.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURALENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOPDRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA REGULATIONS. SHORING AND RE-SHORINGSHALL BE DESIGNED BY A QUALIFIED DESIGNER AND THE ERECTED SHORING SHALL BE INSPECTED BY AREGISTERED STRUCTURAL ENGINEER, EXPERIENCED IN THE DESIGN OF SHORING SYSTEMS, WHO SHALLSUBMIT AN INSPECTION REPORT TO THE ARCHITECT. FORMWORK SHALL NOT BE REMOVED UNTIL THECONCRETE HAS REACHED ITS DESIGN STRENGTH AS INDICATED IN THE CONCRETE NOTES.GENERAL CONDITIONSSHOP DRAWINGS OF BIDDER-DESIGN AND PRE-ENGINEERED COMPONENTS SHALL INCLUDE THEDESIGNING PROFESSIONAL ENGINEER'S STAMP, AS INDICATED ABOVE. THE ENGINEER SHALL BEREGISTERED IN THE STATE WHERE THE PROJECT OCCURS. THE SUBMITTAL WILL BE SUBJECT TO ACURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THECOMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARYCONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OFRECORD AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEWAND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE AREPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE WILL BE MARKED AND RETURNED.IN THE EVENT OF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN APPROVED SHOP DRAWINGSUBMITTALS AND THE CONTRACT DOCUMENTS, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALLCONTROL.ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BESUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE ANDERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER.SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT ANDSTRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION:QUALITY CONTROLENGINEER OF RECORD:ALL CONCRETE CONSTRUCTION SHALL BE PER THE ADOPTED EDITION OF ACI 318. TOLERANCES FORCONCRETE CONSTRUCTION AND MATERIALS SHALL BE PER THE ADOPTED EDITION OF ACI 117.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318AND ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS:CEMENT TYPE SHALL BE SELECTED BASED ON SULFATE EXPOSURE CLASS. THE EXPOSURE CLASSSHALL BE DETERMINED IN ACCORDANCE WITH ACI 318-19 TABLE 19.3.1.1:CONCRETE WITH EXPOSURE CLASS S0: NO TYPE RESTRICTIONCONCRETE WITH EXPOSURE CLASS S1: TYPE II OR TYPES WITH AN MS DESIGNATIONCONCRETE WITH EXPOSURE CLASS S2: TYPE V OR TYPES WITH AN HS DESIGNATIONCONCRETE WITH EXPOSURE CLASS S3: TYPE V OR WITH ADDITIVES TO BE REVIEWED BY EORCONCRETE SLABS SHALL MEET OR EXCEED THE SURFACE FLATNESS TOLERANCES FOR FLOORSURFACE CLASSIFICATION FLAT PER ACI 117.ALL CONCRETE EXPOSED TO FREEZING-AND-THAWING SHALL BE AIR-ENTRAINED WITH ANAIR-CONTENT CONFORMING TO ACI 318 TABLE 19.3.3.1.FIBERMESH, IF SPECIFIED, SHALL BE 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS ASMANUFACTURED BY FIBERMESH CO. PER ASTM C-1116 TYPE 111 4.1.3 AND ASTM C-1116PERFORMANCE LEVEL ONE, 1.5 LB. PER CUBIC YARD.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60,Fy = 60,000 PSI. GRADE 60 REINFORCING BARS TO BE WELDED SHALL CONFORM TO ASTM A706.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LONGITUDINAL REINFORCEMENT IN DUCTILEFRAME MEMBERS AND IN BOUNDARY MEMBERS SHALL COMPLY WITH ASTM A706.REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH THELATEST EDITIONS OF ACI 315 AND 318. REINFORCEMENT MAY BE SPLICED ONLY WHERE INDICATED ONTHE DRAWINGS, EXCEPT THAT REINFORCING INDICATED "CONTINUOUS" MAY BE SPLICED ASREQUIRED BY THE CONTRACTOR FOR CONSTRUCTABILITY. DEVELOPMENT AND SPLICE LENGTHSSHALL BE AS FOLLOWS: (DB REFERS TO BAR DIAMETER, LD REFERS TO DEVELOPMENT LENGTH).CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE PER THE DRAWINGS.ADDITIONAL CONCRETE COVER MAY BE REQUIRED FOR FIRE PROTECTION - SEE PLAN NOTES WHEREAPPROPRIATE.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXEDAND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTHSHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (4,000 PSI MINIMUM).03 CONCRETECAST-IN-PLACE (CIP) ANCHORS SHALL HAVE A 90-DEGREE HOOK WITH AN INSIDE RADIUS OF 3 DB PLUS ANEXTENSION OF 1.5 DB AT THE FREE END. CIP ANCHORS IN MASONRY SHALL BE SECURED IN PLACE PRIORTO GROUTING. PROVIDE 1" GROUT MINIMUM AROUND ALL BOLTS IN MASONRY.EXPANSION BOLTS INTO CONCRETE SHALL BE "KWIK BOLT TZ", AND THREADED EXPANSION INSERTS INTOCONCRETE SHALL BE SLEEVE ANCHORS, AS MANUFACTURED BY HILTI CORPORATION. INSTALL IN STRICTACCORDANCE WITH ICC-ES EVALUATION REPORT ESR-1917, INCLUDING MINIMUM EMBEDMENTREQUIREMENTS.MECHANICAL SCREW ANCHORS INTO CONCRETE & MASONRY SHALL BE "TITEN HD" AS MANUFACTUREDBY SIMPSON STRONG-TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES EVALUATION REPORTESR-2713 OR ESR-1056, INCLUDING MINIMUM EMBEDMENT & SPACING REQUIREMENTS.EPOXY-GROUTED ANCHORS (THREADED ROD OR REINFORCING BAR) SHALL BE GROUTED WITH SET-3GHIGH STRENGTH EPOXY ADHESIVE BY SIMPSON STRONG-TIE. INSTALL IN STRICT ACCORDANCE WITHICC-ES EVALUATION REPORT ESR-4057.SHOT PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE HILTI CORPORATION, SERIES X-DS,0.177"Ø. INSTALL IN STRICT ACCORDANCE WITH ICC-ES EVALUATION REPORT ESR-1663.ALL THREADED ROD ANCHORS SHALL CONFORM TO ASTM SPECIFICATION F1554 (Fy = 36 KSI) U.N.O.ANCHORAGE TO CONCRETE OR MASONRYSTRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OFTHE LATEST EDITION OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,AND THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BEPERFORMED BY AWS CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (ASDEFINED BY AWS) SHALL BE USED.HEADED WELDING STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST-IN-PLACECONCRETE AND THREADED STUDS FOR CONNECTION OF STRUCTURAL STEEL TO OTHER ELEMENTSSHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A108 AND SHALL BE WELDED INCONFORMANCE WITH AWS REQUIREMENTS.SELF-DRILLING SELF-TAPPING (SDST) SCREWS AS INDICATED ON THE DRAWINGS SHALL BE HILTI 12-14HWH #5 POINT INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.FOR PROPER INSTALLATION THE LENGTH OF THE DRILL FLUTE SHALL BE GREATER THAN THETHICKNESS OF THE MATERIAL BEING DRILLED AND THE POINT LENGTH, MEASURED FROM THEUNTHREADED SECTION TO THE FIRST THREAD SHOULD BE LONG ENOUGH TO ENSURE DRILLING ACTIONIS COMPLETE BEFORE THE THREADS ENGAGE.05 METALSLOAD TYPEDESIGNLOADENGINEERING CRITERIALIVE LOAD: RESIDENTIAL40 PSF DECKS60 PSFDEAD LOAD: ROOF15 PSF FLOOR15 PSFROOF SNOW LOAD:pg = 46 PSF MINIMUM41 PSFCe = 1.0Ct = 1.0pf = 41 PSFWIND DESIGN DATAULTIMATE DESIGN WIND SPEED = 115 MPH (3-SECOND GUST)EXPOSURE: CIw = 1.0(GCpi) = ±0.18 (INTERNAL PRESSURE COEFF.)SEISMIC DESIGN DATASEISMIC OCCUPANCY GROUP: R-3SITE CLASS: DRISK CATEGORY: IISS = 0.66 g SDS = 0.560 gS1 = 0.018 g SD1 = 0.269 gSEISMIC DESIGN CATEGORY: DSEISMIC-FORCE-RESISTING-SYSTEM: A15 (LIGHT-FRAMEDWOOD BEARING WALLS WITH WOOD STRUCTURAL SHEARPANELS)R = 6.5Ie = 1.0Cs = 0.224DESIGN BASE SHEAR = 6.06 KIPS (ULT)SUBMITTALSUBMITTALREQUIREDSTAMPED BYREGISTEREDENGINEERENGINEERINGCALCULATIONSCONCRETE AND MASONRYREINFORCINGYESNOT REQUIREDNOT REQUIREDSTRUCTURAL STEELYESNOT REQUIREDNOT REQUIREDENGINEERED JOISTSYESYESYESMANUFACTURED LUMBERYESNOT REQUIREDNOT REQUIREDPRE-ENGINEERED TRUSSESYESYESYESTYPE OF CONCRETECONSTRUCTIONMIN. COMPRESSIVESTRENGTH, f’c AT 28 DAYSMAX. W/CRATIOFOOTINGS3,500 PSI0.45FOUNDATION WALLS4,500 PSI0.45INTERIOR CONCRETE3,500 PSI0.45EXTERIOR SLABS4,500 PSI0.45CONCRETE WALLS AND COLUMNS4,500 PSI0.45TYPE OF MEMBERASTM SPECIFICATIONFyPLATES, ANGLES AND THREADED RODA3636 KSIWIDE FLANGE SHAPES AND STIFFENERPLATESA99250 KSISTRUCTURAL PIPEA53 (TYPE E OR S, GRADE B)35 KSISTRUCTURAL TUBES (ROUND)A500 (GRADE C)46 KSISTRUCTURAL TUBES (RECT)A500 (GRADE C)50 KSISTANDARD ANCHOR BOLTSF155436 KSIHIGH-STRENGTH ANCHOR BOLTSF155455 KSISTEEL TO STEEL CONNECTION BOLTSA325 NCONNECTION BOLTS FOR STEEL SIDEPLATES ON WOOD MEMBERSA36 OR A307ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITIONQUALITY ASSURANCE PLANSTRUCTURAL OBSERVATION BY A REGISTERED DESIGN PROFESSIONAL, PER IBC SECTION 1704, IS NOTREQUIRED FOR THIS PROJECT, UNLESS SUCH OBSERVATION IS SPECIFICALLY REQUIRED BY THEBUILDING OFFICIAL.BUILDING PERMIT HOLDER, PER IBC SECTION 110, SHALL NOTIFY THE BUILDING OFFICIAL WHEN WORK ISREADY FOR INSPECTION, AND SHALL PROVIDE ACCESS TO AND MEANS FOR INSPECTIONS OF SUCHWORK. WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTIONWITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL.THE BUILDING OFFICIAL IS AUTHORIZED, PER IBC SECTIONS 104 & 110, TO ACCEPT WRITTEN REPORTS OFINSPECTION BY APPROVED AGENCIES OR INDIVIDUALS.INSPECTION BY THE BUILDING OFFICIAL, PER IBC SECTION 110, SHALL BE REQUIRED FOR THEFOLLOWING PERMITED STRUCTURAL CONSTRUCTION WORK, WHICH SHALL REMAIN VISIBLE AND ABLETO BE ACCESSED FOR INSPECTION PURPOSES UNTIL APPROVED:ITEMTIME OF INSPECTIONFOOTING ANDFOUNDATIONAFTER EXCAVATION AND PLACEMENT OF REQUIRED FORMS ANDREINFORCING STEELCONCRETE SLABAND UNDER-FLOORAFTER PLACEMENT OF REINFORCING STEEL, BUILDING SERVICE EQUIPMENT,CONDUIT, PIPING ACCESSORIES AND OTHER ANCILLARY EQUIPMENT; ANDBEFORE CONCRETE IS PLACED OR FLOOR SHEATHING IS INSTALLEDFRAMINGAFTER PLACEMENT OF ROOF DECK OR SHEATHING, ALL FRAMING,FIRE-BLOCKING AND BRACING; AFTER PIPES, CHIMNEYS, AND VENTS TO BECONCEALED ARE COMPLETE; AFTER ROUGH ELECTRICAL, PLUMBING,HEATING, WIRES, PIPES, AND DUCTS ARE APPROVEDOTHERINSPECTIONSBUILDING OFFICIAL IS AUTHORIZED TO MAKE OR REQUIRE OTHERINSPECTIONS TO ASCERTAIN COMPLIANCE OF ENFORCED CODE PROVISIONSAND OTHER LAWSSPECIALINSPECTIONSPER IBC CHAPTER 17. ANY SPECIAL INSPECTIONS REQUIRED BY THE DESIGNPROFESSIONAL ARE LISTED BELOWFINAL INSPECTIONAFTER ALL WORK REQUIRED BY THE BUILDING PERMIT IS COMPLETEDSPECIAL INSTRUCTION, IN ACCORDANCE WITH IBC SECTIONS 1704 AND 1705, SHALL BE PROVIDED FORTHE FOLLOWING WORK ITEMS:ITEMSPECIAL INSPECTION REQUIRED FOR:FREQUENCYWOOD/TIMBERNAILING OF SHEAR WALLS AND DIAPHRAGMSPERIODICDRAG STRUTS AND HOLDOWNSPERIODICSTRUCTURAL STEELMATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERSPERIODICHIGH-STRENGTH BOLTINGPERIODICMATERIAL VERIFICATION OF STRUCTURAL STEEL ANDCOLD-FORMED DECKPERIODICMATERIAL VERIFICATION OF WELD FILLER MATERIALSPERIODICWELDING: GROOVE WELDSCONTINUOUS MULTI-PASS FILLET WELDSCONTINUOUS FILLET WELDS > 5/16”CONTINUOUS FILLET WELDS ≤ 5/16”PERIODIC DECK WELDSPERIODIC WELDED STUDSPERIODIC DETAILSPERIODICCOLD-FORMED STEELWELDING OPERATIONS OF ELEMENTS OF THESEISMIC FORCE-RESISTING SYSTEMPERIODICSCREW ATTACHMENT, BOLTING, ANCHORING, ANDOTHER FASTENING OF ELEMENTS OF THE SEISMICFORCE-RESISTING SYSTEM, INCLUDING SHEARWALLS, BRACES, DIAPHRAGMS, COLLECTORS(DRAG STRUTS), AND HOLD-DOWNSPERIODICSCREW INSTALLATION, BOLTING, ANCHORING, ANDOTHER FASTENING TO COMPONENTS OF THESEISMIC FORCE-RESISTING SYSTEM FOR SHEARWALLS AND DIAPHRAGMS WHERE: 1) THESHEATHING IS GYPSUM BOARD OR FIBERBOARD,OR 2) THE WOOD OR STEEL SHEATHING IS ONLY ONONE SIDE OF THE ASSEMBLY AND THE EDGEFASTENING PATTERN IS MORE THAN 4" O.C.NOT REQ'DREINFORCED CONCRETEREINFORCING STEEL, MATERIALS AND PLACEMENTPERIODICBOLTS INSTALLED IN CONCRETECONTINUOUSUSE OF CORRECT DESIGN MIXPERIODICPLACEMENT OF CONCRETECONTINUOUSCURING TEMPERATURE AND TECHNIQUEPERIODICMASONRYPROPORTIONS OF SITE-PREPARED MORTARPERIODICCONSTRUCTION OF MORTAR JOINTSPERIODICLOCATION OF REINFORCEMENT, CONNECTORS, ANDANCHORAGESPERIODICGROUT SPACEPERIODICGRADE, TYPE, AND SIZE OF REINFORCEMENT ANDANCHOR BOLTSPERIODICPLACEMENT OF REINFORCEMENT AND CONNECTORSPERIODICPROPORTIONS OF SITE-PREPARED GROUTPERIODICSIZE AND LOCATION OF STRUCTURAL ELEMENTSPERIODICTYPE, SIZE, AND LOCATION OF ANCHORS INCLUDINGANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS,FRAMES, OR OTHER CONSTRUCTIONPERIODICWELDING OF REINFORCEMENTCONTINUOUSPREPARATION, CONSTRUCTION, AND PROTECTION OFMASONRY DURING COLD OR HOT WEATHERPERIODICPLACEMENT OF GROUT IN COMPLIANCECONTINUOUSTESTING: MATERIALS TESTING IN ACCORDANCE WITH IBC SECTION 1705 SHALL BE PROVIDED FOR THEFOLLOWING WORK ITEMS.ITEMMATERIAL TESTINGFREQUENCYSTRUCTURAL STEELWELDING OF STRUCTURAL STEEL GROOVE WELDSCONTINUOUSREINFORCED CONCRETEREINFORCING STEEL CERTIFIED MILL TESTSCONTINUOUSCONCRETE SPECIMENSCONTINUOUSMASONRYREINFORCING STEEL CERTIFIED MILL TESTSCONTINUOUSGROUT AND MORTAR SPECIMENSCONTINUOUSSPECIAL INSPECTION AND TESTING SHALL BE PERFORMED, PER IBC SECTION 1704, BY ONE OR MOREQUALIFIED AGENCIES, APPROVED AND IDENTIFIED TO THE BUILDING OFFICIAL BY THE OWNER OR OWNER'SAUTHORIZED AGENT.EACH SPECIAL INSPECTION AND MATERIAL TESTING REPORT SHALL BE DISTRIBUTED TO THECONTRACTOR, ARCHITECT, ENGINEER, AND BUILDING OFFICIAL WITHOUT DELAY BY THE OWNER OROWNER'S AUTHORIZED AGENT.GEOTECHNICALFOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS AT LEAST 48" BELOW ADJACENT FINISHEDGRADE, U.N.O. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS.BACKFILL ALL BASEMENT AND RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDEFOR SUBSURFACE DRAINAGE. PRIOR TO BACKFILLING, THE CONTRACTOR SHALL BE RESPONSIBLE FORADEQUATELY BRACING FOUNDATION WALLS TO RETAIN EARTH AGAINST BACKFILLING PRESSURES UNTILSUPPORTING ELEMENTS INCLUDING FLOOR SLABS ARE IN PLACE. FOUNDATION WALLS AND GRADEBEAMS HAVING EARTH PLACED ON BOTH SIDES SHALL HAVE BOTH SIDES FILLED SIMULTANEOUSLY TOMAINTAIN A COMMON ELEVATION. SLOPE THE EXTERIOR GRADE AWAY FROM THE STRUCTURE.ASSUMED SOIL VALUESASSUMED CLASS OF MATERIALS:CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, ANDSANDY SILT (CL, ML, MH, & CH)ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSFPASSIVE EARTH PRESSURE: 100 PCFACTIVE EARTH PRESSURE (RESTRAINED): 100 PCFACTIVE EARTH PRESSURE (UNRESTRAINED): 60 PCFIT IS RECOMMENDED THAT A GEOTECHNICAL REPORT BE OBTAINED ON ALL PROJECTS.GEOTECHNICAL INVESTIGATIONS ARE REQUIRED FOR STRUCTURES ASSIGNED TO SEISMIC DESIGNCATEGORIES C THROUGH F PER IBC SECTION 1803.5.11. THE OWNER IS RESPONSIBLE FOR PROVIDINGA GEOTECHNICAL REPORT CONDUCTED IN ACCORDANCE WITH IBC SECTION 1803 TO THE STRUCTURALENGINEER PRIOR TO DESIGN OF THE STRUCTURE FOUNDATION. IF THE OWNER ELECTS NOT TOOBTAIN A GEOTECHNICAL REPORT AND IT IS DEEMED ACCEPTABLE BY THE LOCAL BUILDING OFFICIAL,ASSUMED DESIGN VALUES FROM THE IBC WILL BE USED. IT IS THE OWNER'S RESPONSIBILITY TOVERIFY THE ASSUMED CLASS OF MATERIALS PROVIDED BELOW.ALLOWABLE SOIL PRESSURES AND LATERAL EARTH PRESSURES HAVE BEEN ASSUMED PER IBCTABLES 1806.2 AND 1610.1. IF THE UNDISTURBED NATIVE SOILS VARY FROM THOSE ASSUMED, IF CLAYIS PRESENT, OR IF GROUND WATER IS PRESENT, THE SOIL LOAD BEARING VALUES SHALL BE VERIFIEDBY A QUALIFIED GEOTECHNICAL ENGINEER OR APPROVED BY THE BUILDING OFFICIAL.S0.1Sheet List TableSheet NumberSheet TitleS0.1GENERAL STRUCTURAL NOTESS0.2FASTENING SCHEDULES0.3STRUCTURAL SCHEDULESS1.1FOUNDATION PLANS1.2FRAMING PLANSS2.1TYPICAL STRUCTURAL DETAILSS2.2FOUNDATION DETAILSS2.3FRAMING DETAILS07/11/2025