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HomeMy WebLinkAboutFOUNDATION PLANS - 22-00566 - Titan Steel Office.pdfKEYNOTES:1.FINISHED GRADE WHERE OCCURS2.DO NOT EXCAVATE A TRENCHCLOSER THAN A 45 DEGREE ANGLETO BELOW BOTTOM FOOTING ORFOUNDATION3.BOTTOM OF CONCRETE FOOTING4.BOTTOM OF TRENCHNOTE:A.DO NOT UNDERCUT EXISTINGFOOTINGSB.NO PIPE OR OTHER UTILITIES SHALLPASS THRU WALL FOOTINGS ORUNDER COLUMN FOOTINGS111234FOR CONSTRUCTION ABOVEFOOTING, SEE DETAILS.T1TRENCH PARALLEL TO CONTINUOUS STRAP FOOTINGTD01NO SCALEKEYNOTES:1.CONCRETE FOOTING2.SLEEVE - PROVIDE 12" MINIMUMCLEARANCE AROUND PIPE ORCONDUIT3.PIPE OR CONDUIT4.CONCRETE FILL TO BE PLACEDBEFORE FOOTING IS POURED -FORM SAME AS FOOTING ANDPOUR FULL WIDTH OF PIPE TRENCH5.STEM WALLNOTE:A.NO PIPE SHALL PASS THRUFOOTING OR UNDER COLUMNFOOTINGS. FOR TRENCHESGREATER THAN 3'-6" BELOWBOTTOM OF FOOTING, SEE PIPEPASSING BELOW WALL FOOTINGDETAIL.1234554213T2PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCHTD02NO SCALE6" MIN 8" MIN 3'-0" MAX 8" MINASECTIONAKEYNOTES:1.STEM WALL2.CONCRETE FOOTING3.1'-6" MAXIMUM - WHERE TRENCHEXCEEDS 1'-6" NOTIFY STRUCTURALENGINEER PRIOR TO PLACEMENTOF FOOTINGS4.BACKFILL AND RECOMPACTTRENCH PER SOILS REPORT ANDSPECIFICATIONS5.BOTTOM OF TRENCHNOTE:A.DO NOT UNDERCUT EXISTINGFOOTINGSB.NO PIPES OR OTHER UTILITIESSHALL PASS THRU WALL FOOTINGSOR UNDER COLUMN FOOTINGS154323'-1" OR GREATER FOR CONSTRUCTION ABOVEFOOTING, SEE DETAILS.T3PIPE PASSING BELOW FOOTING IN DEEP TRENCHTD03NO SCALEKEYNOTES:1.SLOPED FINISH GRADE2.MINIMUM FOOTING DEPTH PERG.S.N. - 12" MINIMUM3.DEEPEN FOOTING AS REQUIRED TOACCOUNT FOR SLOPED GRADE4.CONCRETE FOOTINGNOTE:A.FOR ADDITIONAL INFORMATION,SEE PLANS AND DETAILS143 2 5'-0"T4TYPICAL DETAIL FOR FOUNDATION EMBEDMENTTD04NO SCALEKEYNOTES:1.CONCRETE SLAB ON GRADE2.CONT KEYED JOINT3.SAWCUT 18" WIDE x 14" SLABTHICKNESS IN DEPTH - CUT SHALLBE MADE SOON ENOUGH TOPREVENT SHRINKAGE CRACKING,BUT NOT SO SOON AS TO CAUSESPALLING OF THE CONCRETEWHILE SAWING. WORK MUST BECOMPLETE WITHIN 16 HOURS OFCONCRETE PLACEMENT.NOTE:A.KEYED JOINTS NEED ONLY OCCURAT EXPOSED EDGES DURINGPLACEMENT UNLESS SPECIFICALLYNOTED ON THE PLANS.B."TOOL WET JOINT", "ZIP STRIP", ETCSHALL MATCH SAWCUTREQUIREMENTS123112"6"6"12"XSAWCUT JOINTXKEYED JOINTT5CONTROL JOINTS IN CONCRETE SLAB ON GRADETD07NO SCALE6 MIN BAR OFFSET BAR CLEARANCE SPLICE DETAIL BEND & HOOK DETAILS COLUMN TIES BEAM STIRRUPS "d"45°"d""d"1245610987 31559108KEYNOTES:1.LAP - SEE G.S.N.2.MAXIMUM 15 LAP BUT NOT MORETHAN 6"3.WIRE TIES4.1d (1" MINIMUM)5.RADIUS = 3d FOR BARS NOT OVER#8; 4d FOR #9, #10, AND #1 BARS; 5dFOR #14 AND #18 BARS, 5d FOR ALLGRADE 40 BARS WITH 180 DEGREEHOOK6.4D (4" MINIMUM)7.12d (90 DEGREE HOOK)8.6d (4" MINIMUM)9.135 DEGREE BEND10.BEND AROUND 112" PIN FOR #3BARS. BEND AROUND 2" PIN FOR #4BARS. BEND AROUND 212" PIN FOR#5 BARS.T6TYPICAL REINFORCING DETAILSTD10NO SCALENOTES:1.TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THEMEMBER BELOW THE REINFORCEMENT.2.UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAPSPLICES.BARSIZECLASS B TENSION SPLICE LENGTHSf'c = 3,000 PSIf'c = 4,000 PSIf'c = 5,000 PSIHOIRZONTALBARS W/ >12" OFCONC. BELOWVERTICAL ANDBOTTOMHORIZONTALBARSHOIRZONTALBARS W/ >12" OFCONC. BELOWVERTICAL ANDBOTTOMHORIZONTALBARSHOIRZONTALBARS W/ >12" OFCONC. BELOWVERTICAL ANDBOTTOMHORIZONTALBARS#312"12"12"12"12"12"#419"15"17"13"15"12"#529"23"26"20"23"18"#632"25"28"21"25"19"#754"41"47"36"42"32"#870"54"61"47"54"42"#989"68"77"59"69"53"#10112"87"97"75"87"67"T7STEEL REINFORCING LAP SPLICES IN CONCRETETD14NO SCALEPROFESS IO N A L ENG I N EERS T ATE O F I D A HOA 6/29/22 14134 D VID B .P O R TERLIC E N SED PROJECT MANAGER:CAD OPERATOR:DATE:JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5CURRENT REV.This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.comS1.06/29/22TITAN STEEL OFFICE METAL BUILDING TITAN STEEL RMSDBPIF22-239 GSN-TYPICAL DETAILS MADISON COUNTY, IDAHO ... ... ... ... ... ... ....SHEET INDEXSHEETDESCRIPTIONDETAILSS1.0GSN-TYPICAL DETAILST-SERIESS2.0FOUNDATION PLAN---S3.0FOUNDATION DETAILS100-SERIESGENERAL STRUCTURAL NOTES(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLYEXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURALENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THEWORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/ORWORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDINGCODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTEDSTANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS(OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THECONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALLMISCELLANEOUS WORK NOT EXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II2.VERTICAL LOAD: PER PRE-ENGINEERED BUILDING MANUFACTURER3.SEISMIC DESIGN PARAMETERS: PER PRE-ENGINEERED BUILDING MANUFACTURER4.WIND DESIGN PARAMETERS: PER PRE-ENGINEERED BUILDING MANUFACTURERREINFORCING STEEL:1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER.GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, BEAMS,ELEVATED SLABS AND COLUMN REINFORCING.2.WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALLBE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.3.REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSISPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TOFOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.CONCRETE:2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PERCUBIC FOOT USING HARD-ROCK AGGREGATES. AGGREGATE USED IN CONCRETESHALL CONFORM TO ASTM C33.3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TOCHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OFREINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THESTRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDEBENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERSAND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BESPLICED AT OR NEAR FLOOR LINES.4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FORNON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALLCONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE INCONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING ANDCONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614,ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDERFLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUNDCOLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROMFORMS BEFORE PLACING CONCRETE.ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMSBEFORE PLACING THE CONCRETE.8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROLJOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED AMAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THESLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORTDISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADEWITHIN 16 HOURS OF CONCRETE BATCHING.KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING,ALL OTHER JOINTS MAY BE SAW CUT.9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED INSTRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLYAPPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS SHALLNOT IMPAIR THE STRENGTH OF THE WORK.10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONSAND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALLHAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASHADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSEDCONCRETE.11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROMDAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY ANDAPPROVED BY THE STRUCTURAL ENGINEER.13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETEMIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE.LOCATION:MINIMUMCOVERTOLERANCECAST AGAINST EARTH (FOOTINGS)3"± 38"SLABS ON GRADE112"± 14"EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER112"± 38"EXPOSED TO EARTH OR WEATHER - #6 AND LARGER2"± 38"NOT EXPOSED TO WEATHER OR IN CONTACT WITH THEGROUND ROOF SLAB1"18"STRUCTURAL SLABS AND WALLS34"18"BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,TIES, STIRRUPS AND SPIRALS112"38"1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:USE:CONCRETESTRENGTH:MAX W/CRATIOAIRENTRAINMENTFOOTINGS3500 PSI0.505.5% ± 1%CONCRETE WALLS4500 PSI0.455.5% ± 1%CONCRETE SLABS ONGRADE3500 PSI0.45N/AFOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE FOUNDATION HAS BEEN DESIGNEDACCORDING TO THE RECOMMENDATIONS OF CHAPTER 18 OF THE IBC.2.THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THECITY/COUNTY BUILDING DEPARTMENT, CONTINGENT THAT THE SOIL ON THE SITEPREDOMINATELY CONSISTS OF SAND AND/OR GRAVEL.SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING: SANDYGRAVEL OR GRAVEL(GW OR GP), SAND(SW AND SP), SILTY SAND(SM), CLAYEYSAND(SC), SILTY GRAVEL(GM), OR CLAYEY GRAVEL(GC). THESE SOILCLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC.VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THECONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC ORWIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCEMAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENTNATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR).GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDINGFOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLYADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN ANDFREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETEPLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OFFREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULDCONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCHCRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESSTHAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D15576.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THEWALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS ANDCONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTEDBELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:ALLOWABLE BEARING PRESSURE1500 PSFALLOWABLE LATERAL BEARING PRESSURE150 PSF/FTALLOWABLE LATERAL SLIDING COEFFICIENT0.25FOUNDATION BEARING DEPTH36" BELOW FINISHED GRADE 44" CONCRETE SLAB ON GRADE W/#4 AT 24" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADEF36F36F48260°TYP1A6"T.O.F.98'-0"T.O.W.102'-0"T.O.F.98'-0"T.O.W.102'-0"1WF16 / W1WF16 / W1WF16 / W1 WF16 / W1260° TYP 234567BCDABCD1234567114446"6"6"25'-0"150'-0"23'-0"25'-0"22'-0"70'-0"14'-0"8'-0"3'-0"25'-0"25'-0"26'-0"24'-0"25'-0"25'-0"25'-0"25'-0"26'-0"24'-0"25'-0"14'-0"8'-0"3'-0"14'-0"8'-0"4'-0"F6633333333F603F42F4222F36F3623'-0"25'-0"22'-0"F66F66F663F66F60F66F66F66F48TYP101TYP101TYP101TYP101102103103104104105105OPP103OPP103102102104105105104104104104104104104SCALE:FOUNDATION PLAN3/16" = 1'-0"PROFESS IO N A L ENG I N EERS T ATE O F I D A HOA 6/29/22 14134 D VID B .P O R TERLIC E N SED HEADED ANCHOR ROD EMBED SCHEDULEDIAMETERMINIMUM EMBEDMENT (FROM TOP OF PIER/WALL)12"12"58"14"34"16"78"18"1"20"114"25"WALL (W) SCHEDULEMARKTHICKNESS ANDTYPEVERTICAL REINFORCINGHORIZONTALREINFORCINGREMARKSW18" CONCRETE#4 AT 18" O.C.#4 AT 18" O.C.---PROJECT MANAGER:CAD OPERATOR:DATE:JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5CURRENT REV.This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.comS2.06/29/22TITAN STEEL OFFICE METAL BUILDING TITAN STEEL RMSDBPIF22-239 FOUNDATION PLAN MADISON COUNTY, IDAHO ... ... ... ... ... ... ....A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B.ALL SCHEDULED MARK DESIGNATIONS MAY NOTNECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARETYPICAL TO THIS PROJECT.C.THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N.IS A MINIMUM. FOUNDATION CONTRACTOR SHALLCOORDINATE WITH THE SOILS REPORT AND OTHER TRADESTO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THEWORK. SEE TYPICAL DETAILS FOR ADDITIONALREQUIREMENTS.D.W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE ORMASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONALINFORMATION.E.WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES ACONTINUOUS WALL FOOTING. SEE WALL FOOTING SCHEDULEFOR ADDITIONAL INFORMATION.F.F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETEFOOTING. SEE FOOTING SCHEDULE FOR ADDITIONALINFORMATION.FOUNDATION PLAN NOTESFOOTING SCHEDULENOTES:1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS.2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).MARKLENGTHWIDTHTHICKNESSFOOTING REINFORCINGREMARKSF3636"36"12"(3) #4 EACH WAY TOP AND BOTTOM---F4242"42"12"(3) #4 EACH WAY TOP AND BOTTOM---F4848"48"12"(4) #4 EACH WAY TOP AND BOTTOM---F6060"60"12"(4) #5 EACH WAY TOP AND BOTTOM---F6666"66"12"(5) #5 EACH WAY TOP AND BOTTOM---WF16CONT16"12"(2) #4 CONT BOTTOMSTRIP FOOTING1.VERIFY DOOR OPENING W/ METAL BUILDING MANUFACTURERDRAWINGS.2.(1) #4x12'-0" LONG (6'-0" EACH LEG) HAIRPIN.3.(1) #6x16'-0" LONG (8'-0" EACH LEG) HAIRPIN.4.PROVIDE 24" DIAMETER CONCRETE PIER W/ (12) #5 HOOKEDDOWELS AND (3) #3 TIES IN TOP 5" AND AT 8" O.C. REMAINDERBELOW PORTAL FRAME COLUMN, SIM TO DETAIL 104.PLAN KEYNOTESX KEYNOTES:1.PRE-ENGINEERED BUILDING BEYOND2.CONCRETE STEM WALL, SEE PLAN3.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH4.MINIMUM FOOTING DEPTH, SEE GSN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.CONCRETE SLAB ON GRADE, SEE PLAN8.#4 BENT DOWEL AT 18" O.C.102PRE-ENGINEERED BUILDING AT CONCRETE FOOTINGCS_MB102NO SCALE3"CLR3" CLR 156783234 18"18"KEYNOTES:1.PRE-ENGINEERED COLUMN, SEE PLAN2.ANCHOR BOLTS W/ NUT AT BOTTOM3.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH4.MINIMUM FOOTING DEPTH, SEE GSN5.CONCRETE FOOTING AND CONCRETESTEM WALL BEYOND, CONTREINFORCEMENT TROUGH PIER (NOTSHOWN FOR CLARITY)6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.CONCRETE FOOTING, SEE PLAN8.CONCRETE PIER W/ (6) #5 HOOKEDDOWELS AND (3) #3 TIES IN TOP 5" AND AT8" O.C. REMAINDER9.CONCRETE SLAB ON GRADE, SEE PLAN103PRE-ENGINEERED COLUMN AT CONCRETE FOOTINGCS_MB103NO SCALE3"CLR3" CLR 76393"MIN312854 KEYNOTES:1.PRE-ENGINEERED COLUMN, SEE PLAN2.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH3.CONCRETE STEM WALL BEYOND, CONTREINFORCEMENT TROUGH PIER (NOTSHOWN FOR CLARITY)4.MINIMUM FOOTING DEPTH, SEE GSN5.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN6.CONCRETE FOOTING, SEE PLAN7.18"Ø CONCRETE PIER W/ (8) #5 HOOKEDDOWELS AND (3) #3 TIES IN TOP 5" AND AT8" O.C. REMAINDER8.CONCRETE GRADE BEAM, SEE PLAN9.HAIRPIN AS OCCURS, SEE PLAN10.CONCRETE SLAB ON GRADE, SEE PLAN11.ANCHOR BOLTS W/ NUT AT BOTTOM104PRE-ENGINEERED COLUMN AT CONCRETE FOOTINGCS_MB106NO SCALE53109784 1116223"CLR3" CLR 105PRE-ENGINEERED COLUMN AT CONCRETE FOOTINGCS_MB118NO SCALEKEYNOTES:1.PRE-ENGINEERED COLUMN, SEE PLAN2.ANCHOR BOLTS W/ NUT AT BOTTOM3.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH4.MINIMUM FOOTING DEPTH, SEE GSN5.CONCRETE FOOTING & CONCRETE STEMWALL BEYOND CONT REINFORCINGTHROUGH PIER (NOT SHOWN FORCLARITY)6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.CONCRETE FOOTING, SEE PLAN8.CONCRETE PIER W/ (6) #5 HOOKEDDOWELS AND (3) #3 TIES IN TOP 5" AND AT8" O.C. REMAINDER9.CONCRETE SLAB ON GRADE, SEE PLAN10.HAIRPIN AS OCCURS, SEE PLAN3"CLR3" CLR 3"MIN763103128945 KEYNOTES:1.PRE-ENGINEERED BUILDING2.CONCRETE STEM WALL, SEE PLAN3.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH4.MINIMUM FOOTING DEPTH, SEE GSN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.CONCRETE SLAB ON GRADE, SEE PLAN101PRE-ENGINEERED BUILDING AT CONCRETE FOOTINGCS_MB101NO SCALE3"CLR3" CLR 15673324 PROFESS IO N A L ENG I N EERS T ATE O F I D A HOA 6/29/22 14134 D VID B .P O R TERLIC E N SED PROJECT MANAGER:CAD OPERATOR:DATE:JOB NO.: STRUCTURAL ENGINEERS SEAL:PROJECT: CLIENT: REV.DATE BY DESCRIPTION 2 3 4 5CURRENT REV.This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error, inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans. 1 Structural Engineering fax: 208.227.8405 1020 E. Lincoln Road Idaho Falls, ID 83401 phone: 208.227.8404 contact@frost-structural.comS3.06/29/22TITAN STEEL OFFICE METAL BUILDING TITAN STEEL RMSDBPIF22-239 FOUNDATION DETAILS MADISON COUNTY, IDAHO ... ... ... ... ... ... ....