HomeMy WebLinkAboutENGINEERED PLANS - 22-00474 - Transfer Station - New Scale House.pdfJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis 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 sitespecifically 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.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comRMSDBPIF21-294PROFESSIONALENGINEERSTATEOFIDAHOA11/15/2114134DVIDB.PORTERLICENSEDSTRUCTURAL ENGINEERINGGENERAL 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 NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY 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.BASIS FOR DESIGN:1. BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTOR Ie = 1.00SITE CLASS DSEISMIC DESIGN CATEGORY DMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.152, SS = 0.470DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.222, SDS = 0.446PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0695. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURE CIMPORTANCE FACTOR Iw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE 27.3 PSFNET UPLIFT ON ROOF 18.0 PSF2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF 125 PSF 15 PSF3. DEFLECTION LIMITS:ELEMENTS LIVE LOAD TOTAL LOADROOF TRUSSES/JOISTS L/360 L/240BEAMS L/360 L/240FOUNDATION 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 D1557.6.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 PRESSURE 1500 PSFALLOWABLE LATERAL BEARING PRESSURE 150 PSF/FTALLOWABLE LATERAL SLIDING COEFFICIENT0.25FOUNDATION BEARING DEPTH36" BELOW FINISHED GRADECONCRETE: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 SHALL BE ACCORDING TO CHAPTER 12OF 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 GRADE 112"± 14"EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 112"± 38"EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2" ± 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/CRATIOAIRENTRAINMENTFOOTINGS 3500 PSI 0.50 5.5% ± 1%FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1%INTERIOR CONCRETESLABS ON GRADE3500 PSI 0.45 5.5% ± 1%REINFORCING 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.WOOD:1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDSWITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THEARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTEDOTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OFBEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSONSTRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ESAPPROVAL.2. SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THEGRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THEWEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BESTAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTEDOTHERWISE IN SCHEDULES:USE: MATERIAL:2x4 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)2x6 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)JOISTS, TOP PLATES AND ALL OTHERSAWN LUMBERDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)BEAMS AND POSTSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)LOCATION:NOMINALTHICKNESS:SPANINDEXRATING:EDGEATTACHMENT:FIELDATTACHMENT:WALL716" OR 12"24168d AT 6" O.C. 8d AT 12" O.C.ROOF716" OR 12"24168d AT 6" O.C. 8d AT 12" O.C.ROOF1532" OR 12"32168d AT 6" O.C. 8d AT 12" O.C.ROOF1932" OR 58"402010d AT 6" O.C. 10d AT 12" O.C.ROOF2332" OR 34"482410d AT 6" O.C. 10d AT 12" O.C.ROOF78"603210d AT 6" O.C. 10d AT 12" O.C.FLOOR34" T&G482410d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR78" T&G603210d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR118" T&G604810d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TOSTANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TOSUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TOSUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALLPLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATINGAND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:SHEET INDEXSHEET DESCRIPTION DETAILSS1.0GENERAL STRUCTURAL NOTES ---S1.1TYPICAL DETAILS T-SERIESS2.0FOUNDATION PLAN ---S2.1ROOF FRAMING PLAN ---S3.0DETAILS100 - 200SERIESCAST IN PLACECENTERLINECENTERLINE OF BEAMCENTERLINE OF COLUMNCENTERLINE OF WALLCLEARCONCRETECONCRETE CONTROL JOINTCONCRETE SAWCUT JOINTCONCRETE MASONRY UNITCONNECTIONCONTINUOUSDEAD LOADDOWNDRAWING(S)EQUALEQUIPMENTEXPANSION JOINTEACH WAYFINISHED FLOORFACE OF STEELFACE OF WALLGAUGEGALVANIZED GENERAL STRUCTURAL NOTESCENTERLINE OF FOOTINGFACE OF MEMBEREXPANSION BOLTEDGE OF SLABDIAMETERGALVGSNDN.DWG(S)EQEQUIPEXP. JT (E.J.)E.W.F.F.F.O.S.F.O.W.GAF.O.M.EXP. BOLTE.O.S.Ø OR DIA.C.I.P.C LC.L.B.C.L.C.C.L.W.CLRCONCC.C.J.C.S.J.C.M.U.CONN.CONTD LC.L.F.W/ WITHW/O WITHOUTT.O.P.U.N.O.W.W.F.TYPVERTT.O.S.T.O.W.T.O.D.T.O.F.T.O.L.T.O.M.STDT.O.B.T LSLHSLVSIMSQPSFPSIREINFPREFABOPPP.C.PLFN.T.S.O.C.O.F.W.TOP OF FOOTINGUNLESS NOTED OTHERWISEWELDED WIRE FABRICTOP OF MASONRYTOP OF PLATETOP OF STEELTOP OF WALLTYPICALVERTICALSTANDARDTOP OF BEAMTOP OF DECKTOP OF LEDGERTOTAL LOADOUTSIDE FACE OF WALLPRECAST CONCRETEPOUNDS PER LINEAR FOOTPOUNDS PER SQUARE INCHSHORT LEG VERTICALSHORT LEG HORIZONTALREINFORCINGSIMILARSQUARENOT TO SCALEON CENTEROPPOSITEPREFABRICATEDAGGREGATE BASE COURSEAIR CONDITIONERABOVE FINISHED FLOORALTERNATEANCHOR BOLTAT (MEASUREMENT)BEAMBOTTOM OF BEAMBOTTOM OF DECKBEARINGBELOW FINISHED FLOORBOTTOM OF FOOTINGA.B.C.A/CA.F.F.ALTA.B.@BMB.O.B.B.O.D.BRGB.F.FB.O.F.ABBREVIATIONSLBS (#)MFR('S)M.C.J.MECHN/ALLVLLHHORIZK(KIP)L LLONG LEG VERTICALMANUFACTURER('S)MASONRY CONTROL JOINTNOT APPLICABLELONG LEG HORIZONTALPOUNDSMECHANICALHORIZONTAL1000 POUNDSLIVE LOADEXISTING(E)MIN MINIMUMMAX MAXIMUMPOUNDS PER SQUARE FOOTGLUED-LAMINATED BEAMGLBPFT PREFAB FLOOR TRUSSESPRT PREFAB ROOF TRUSSESI.F.W.INSIDE FACE OF WALLPT PRESSURE TREATEDCONCRETE COLUMNC.C.RME ROOF MOUNTED EQUIPMENTSCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE ATLEAST 112" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUEDTO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED GLUE.PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATEDSHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVALOF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BE USED ON ROOFS WHEREBUILT-UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHINGSHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATINGEQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT ANDTHICKNESS (WITHIN 132") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANKWITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT. DECKSHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWOSUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIRCOMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN ANDCANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BEFABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATESTAITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP ANDCERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ONA RADIUS OF CURVATURE OF 2000 FEET.6. GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIRCOMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION ANDHANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADESTAMP AND AITC STAMP AND CERTIFICATE.7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLsSHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLsSHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLsSHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.10. SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE AMINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUMANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ONPLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BECONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALLEXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIORWALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWERDRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 116" LARGER THAN THE Ø(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUTSTEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT LOOSENING.12.PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BEDESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEADLOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20 PSFLIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS. BRIDGINGSIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALEDBY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE FOR BOTHROOF AND FLOOR TRUSSES WHEN USED.SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARINGPOINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONALTRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE IDENTITY OFTHE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE TRUSSSPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE FACE OF THEBOTTOM CHORD.PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITIONICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED ANDFURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGSWITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEERFOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED ASREQUIRED TO SUPPORT MECHANICAL EQUIPMENT.PRE-ENGINEERED BUILDING DESIGNCRITERIA:1.DESIGN: PRE-ENGINEERED BUILDING MANUFACTURER SHALL BE RESPONSIBLE FORTHE ENTIRE DESIGN OF THE STEEL SUPERSTRUCTURE, ROOF, DECK, FASCIAS,SUPPORT, BRACING, LATERAL ANALYSIS AND ALL RELATED WORK.2.BUILDING CODE: THE ENTIRE SUPERSTRUCTURE, INCLUDING THE ROOF DECK, SHALLBE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WINDPRESSURES FOR ENCLOSED, PARTIALLY ENCLOSED AND UNENCLOSED BUILDINGAREAS SHALL BE CONSIDERED IN ACCORDANCE WITH THE INTERNATIONAL BUILDINGCODE. THE PRE-ENGINEERED BUILDING SHALL BE DESIGNED TO SUPPORT SELFWEIGHT PLUS SUPERIMPOSED DEAD, LIVE, WIND OR SEISMIC LOADING, WHICHEVERCOMBINATION PRODUCES THE MOST SEVERE CONDITION, IN ACCORDANCE WITHTHE LATEST RECOMMENDATIONS OF THE METAL BUILDING MANUFACTURERSASSOCIATION(MBMA).3. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGNCALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER FOR REVIEWPRIOR TO MANUFACTURE. SHOP DRAWINGS SHALL SHOW ALL INFORMATIONINCLUDING, BUT NOT LIMITED TO, DIMENSIONS, MEMBER SIZES AND PROPERTIES,FRAMING PLANS, SECTIONS AND ALL PERTINENT DETAILS.4.PURLINS AND DECK: STEEL PURLIN SPACING AND STEEL DECK SELECTION SHALL BETHE OPTION OF THE PRE-ENGINEERED BUILDING MANUFACTURER.5.MISCELLANEOUS FRAMING: PRE-ENGINEERED BUILDING MANUFACTURER SHALLSUPPLY ALL THE REQUIRED SUB-FRAMING FOR ROOF OPENINGS, INCLUDINGFRAMING TO SUPPORT THE WEIGHT OF MECHANICAL EQUIPMENT. ALL ITEMSINCLUDING ROOF OPENINGS SHALL BE SUPPORTED.
KEYNOTES:1. FINISHED GRADE WHERE OCCURS2. DO NOT EXCAVATE A TRENCH CLOSERTHAN A 45° ANGLE TO BELOW BOTTOMFOOTING OR FOUNDATION3.BOTTOM OF CONCRETE FOOTING4. BOTTOM OF TRENCHNOTE:A.DO NOT UNDERCUT EXISTING FOOTINGSB.NO PIPE OR OTHER UTILITIES SHALL PASSTHRU WALL FOOTINGS OR UNDERCOLUMN FOOTINGSFOR CONSTRUCTION ABOVEFOOTING, SEE DETAILS.T1TRENCH PARALLEL TO CONTINUOUS STRIP FOOTINGTD01NO SCALE114321KEYNOTES:1.CONCRETE FOOTING2.SLEEVE - PROVIDE 12" MINIMUMCLEARANCE AROUND PIPE OR CONDUIT3. PIPE OR CONDUIT4.CONCRETE FILL TO BE PLACED BEFOREFOOTING IS POURED - FORM SAME ASFOOTING AND POUR FULL WIDTH OF PIPETRENCH5.STEM WALLNOTE:A.NO PIPE SHALL PASS THRU FOOTING ORUNDER COLUMN FOOTINGS. FORTRENCHES GREATER THAN 3'-6" BELOWBOTTOM OF FOOTING, SEE PIPE PASSINGBELOW WALL FOOTING DETAIL.T2PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCHTD02NO SCALE6" MIN8" MIN3'-0" MAX8" MINASECTIONA5123451234KEYNOTES:1.STEM WALL2. CONCRETE FOOTING3.1'-6" MAXIMUM (WHERE TRENCH EXCEEDS1'-6" NOTIFY STRUCTURAL ENGINEERPRIOR TO PLACEMENT OF FOOTINGS)4.BACKFILL AND RECOMPACT TRENCH PERSOILS REPORT AND SPECIFICATIONS5.BOTTOM OF TRENCHNOTE:A. DO NOT UNDERCUT EXISTING FOOTINGSB.NO PIPES OR OTHER UTILITIES SHALLPASS THRU WALL FOOTINGS OR UNDERCOLUMN FOOTINGS3'-1" OR GREATERFOR CONSTRUCTION ABOVEFOOTING, SEE DETAILS.T3PIPE PASSING BELOW FOOTING IN DEEP TRENCHTD03NO SCALE5321441KEYNOTES:1. SLOPED FINISH GRADE2. MINIMUM FOOTING DEPTH PER G.S.N. (12"MINIMUM)3.DEEPEN FOOTING AS REQUIRED TOACCOUNT FOR SLOPED GRADE4. CONCRETE FOOTINGNOTE:A.FOR ADDITIONAL INFORMATION, SEEPLANS AND DETAILS5'-0"T4TYPICAL DETAIL FOR FOUNDATION EMBEDMENTTD04NO SCALE1234KEYNOTES:1.CORNER DOWELS TO MATCH HORIZONTALREINFORCEMENT2.CONCRETE WALL WITH REINFORCEMENT18" MIN LAPSPLICE (TYP)T5TYPICAL CONCRETE CORNERTD05NO SCALE21KEYNOTES:1.CONCRETE SLAB ON GRADE2. CONT KEYED JOINT3.SAWCUT 18" WIDE x 14 SLAB THICKNESS INDEPTH - CUT SHALL BE MADE SOONENOUGH TO PREVENT SHRINKAGECRACKING, BUT NOT SO SOON AS TOCAUSE SPALLING OF THE CONCRETEWHILE SAWING. WORK MUST BECOMPLETE WITHIN 16 HOURS OFCONCRETE PLACEMENT.NOTE:A.KEYED JOINTS NEED ONLY OCCUR ATEXPOSED EDGES DURING PLACEMENTUNLESS SPECIFICALLY NOTED ON THEPLANS.B."TOOL WET JOINT", "ZIP STRIP", ETC SHALLMATCH SAWCUT REQUIREMENTS12"6"6"12" SAWCUT JOINT KEYED JOINTT6CONTROL JOINTS IN CONCRETE SLAB ON GRADETD07NO SCALE1312NOTES: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 PSI f'c = 4,000 PSI f'c = 5,000 PSIHORIZONTAL BARSW/ >12" OF CONC.BELOWVERTICAL ANDBOTTOMHORIZONTAL BARSHORIZONTAL BARSW/ >12" OF CONC.BELOWVERTICAL ANDBOTTOMHORIZONTAL BARSHORIZONTAL BARSW/ >12" OF CONC.BELOWVERTICAL ANDBOTTOMHORIZONTAL BARS#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 SCALET8ELEVATION-TYPICAL 1-STORY SHEARWALLTD19NO SCALEKEYNOTES:1. SHEATHING MATERIAL2.DOUBLE STUDS AT EACH END OFSHEARWALL, EDGE NAIL ALONG DOUBLESTUDS3. FULL HEIGHT WOOD STUDS4.BOTTOM PLATE ATTACHMENT5.SIMPSON STHD TYPE HOLDOWN6. MIDHEIGHT BLOCKING AND EDGENAILING REQUIRED7.SIMPSON "PHD" TYPE HOLDOWN8.FINISHED FLOOR9.CONT 2x PT SOLE PLATE136874529KEYNOTES:1. NAILS BETWEEN SPLICE LOCATION PERSCHEDULE - STAGGERED2. DBL 2x TOP PLATE3. WOOD STUD WALL, SEE PLAN4.SPLICE OVER STUD5.SIMPSON ST6224 OR MSTC40 STRAP ATLOCATIONS WHERE PLATES CAN NOT BESPLICEDNOTE:A.DO NOT SPLICE TOP PLATES WITHIN 6'-0"OF ENDS OF PLYWOOD SHEARWALLS.THIS DETAIL REQUIRED AT ALL EXTERIORWALLS AND OVER SHEARWALLS - NOTREQUIRED AT INTERIORNON-SHEARWALLS.(30) 16d(24) 16dLESS THAN 20'OVER 20'4'-0"6'-0"LENGTH OF WALL(BETWEEN CORNERS) SPLICE LENGTHNAILS ALONGSPLICE LENGTHMINIMUM SPLICE LENGTH PER SCHEDULET9ELEVATION - TYPICAL TOP PLATE SPLICETD24NO SCALE4513232KEYNOTES:1.WOOD STUD WALL, SEE PLAN2. WOOD HEADER3. KING STUD(S) PER PLAN4. (2) 16d NAILS AT 2" O.C.5.16d NAILS AT 12" O.C.6.TRIMMER STUD(S) PER PLAN2631545T10TYPICAL HEADER CONNECTIONTD25NO SCALENOTE:A.MINIMUM STAPLING SPECIFIED HEREINSHALL BE PROVIDED UNLESS NOTEDOTHERWISE ON PLANS, DETAILS ORGENERAL STRUCTURAL NOTES8d COMMON AT 12" O.C.16 GA STAPLE AT 12" O.C.ALTERNATE FASTENER SCHEDULEALTERNATE FASTENERSPECIFIED FASTENER8d COMMON AT 6" O.C.8d COMMON AT 4" O.C.15 GA STAPLE AT 12" O.C.14 GA STAPLE AT 12" O.C.13 GA STAPLE AT 12" O.C.16 GA STAPLE AT 4" O.C.15 GA STAPLE AT 5" O.C.14 GA STAPLE AT 6" O.C.13 GA STAPLE AT 6" O.C.13 GA STAPLE AT 5" O.C.14 GA STAPLE AT 4" O.C.15 GA STAPLE AT 3" O.C.16 GA STAPLE AT 2.5" O.C.15 GA STAPLE AT 2" O.C.14 GA STAPLE AT 3" O.C.13 GA STAPLE AT 4" O.C.8d COMMON AT 3" O.C.MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHINGNOTES:1. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 716" INCHOUTSIDE DIMENSION. AND INSTALLED WITH CROWN PARALLEL TO THELONG DIMENSION OF FRAMING MEMBER.2. FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING IS LESS THAN 3INCHES ON CENTER.3. ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.4. STAPLE SIZES AND SPACING PER REPORT NO. ICC-ESR-1539T11ALTERNATE SHEATHING STAPLE OPTIONTD32NO SCALECONNECTION TYPEJOIST OR TRUSS BEARING ON SILL OR GIRDERBRIDGING TO JOISTSOLE PLATE TO JOIST OR BLOCKING, FACE NAILTOP PLATE TO STUDDOUBLE STUDS, FACE NAILDOUBLE TOP PLATESCONTINUOUS HEADER TO STUDCEILING JOISTS, LAPS OVER PARTITIONSCEILING JOISTS TO PARALLEL RAFTERS, FACE NAILRAFTER OR TRUSS TO PLATEBUILT-UP CORNER STUDSTOENAIL(4)-8d COMMON (2 1/2" x 0.131")NAILING(3)-8d COMMON (2 1/2" x 0.131")(3)-3"x 0.131" NAILS (Gun Nail)(3)-3"x 14 GAUGE STAPLESTOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)(2)-3"x 14 GAUGE STAPLES16d (3 1/2"x 0.135") AT 16" O.C.FACE NAIL3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.END NAIL(2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESSOLE PLATE TO STUDEND NAIL(2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESFACE NAIL16d (3 1/2"x 0.135") AT 24" O.C.3"x 14 GAUGE STAPLES AT 8" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.FACE NAIL16d (3 1/2"x 0.135") AT 16" O.C.3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 12" O.C.DOUBLE TOP PLATES -FACE NAIL(8)-16d COMMON (3 1/2"x 0.162") (12)-3"x 0.131" NAILS (Gun Nail) (12)-3"x 14 GAUGE STAPLES LAP SPLICERIM JOIST TO TOP PLATE8d (2 1/2"x 0.131") AT 6" O.C.3"x 14 GAUGE STAPLES AT 6" O.C.3"x 0.131" NAILS (Gun Nail) AT 6" O.C.BLOCKING BETWEEN JOISTS OR RAFTERSTOENAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESAND TOP PLATETOENAILTOP PLATES, LAPS AND INTERSECTIONSFACE NAIL(2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESCONTINUOUS HEADER, TWO PIECES16d COMMON (3 1/2"x 0.162") FACE NAIL AT 16"O.C. ALONG EDGESCEILING JOISTS TO PLATETOENAIL(3)-8d COMMON (2 1/2"x 0.131") (5)-3"x 0.131" NAILS (Gun Nail) (5)-3"x 14 GAUGE STAPLESFACE NAIL(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLESFACE NAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESTOENAILTOENAIL16d COM.(3 1/2"x 0.162") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 16" O.C.3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL(2)-8d COMMON (2 1/2" x 0.131")USE- SIMPSON A35 AT 48" O.C.-NA-SIMPSON A35 AT EVERY OTHER BLOCK-NA-NOTE:A.MINIMUM NAILING SPECIFIED HEREINSHALL BE PROVIDED UNLESS NOTEDOTHERWISE ON PLANS, DETAILS ORGENERAL STRUCTURAL NOTESB. NAILING NOT NOTED ON THESE PLANS ORDETAILS SHALL BE PER I.B.C. TABLE2304.10.1T12MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISETD34NO SCALEPROFESSIONALENGINEERSTATEOFIDAHOA11/15/2114134DVIDB.PORTERLICENSEDSTRUCTURAL ENGINEERINGJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis 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 sitespecifically 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.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comRMSDBPIF21-294
10" CONCRETE SLAB ON GRADE W/#5 AT 12" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 96'-7"CONCRETE SLAB ON GRADET.O.W.102'-0"3'-0"14'-0"6'-4"14'-0"3'-0"50'-0"60'-0"3'-0"14'-0"2'-0"14'-0"3'-0"8"19'-4"20'-0"19'-4"8"8"19'-4"20'-0"19'-4"8"WF18 / W1W1WF18 / W2W1WF18 / W1W1WF18 / W1W1WF18 / W2WF18 / W2WF18 / W1W1W1W1W1WF18 / W2F42F784" CONCRETE SLAB ON GRADE W/#3 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 GRADE10" CONCRETE SLAB ON GRADE W/#5 AT 12" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 96'-7"CONCRETE SLAB ON GRADE40'-0"10'-0"10'-0"40'-0"10'-0"10'-0"40'-0"10'-0"10'-0"4'-6"11'-0"3'-6"12'-0"3'-6"11'-0"4'-6"WF18 / W16'-4"12'-0"WF18 / W1F786" CONCRETE SLAB ON GRADE W/#4 AT 18" 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 GRADEF42F42F42F78F7860°TYP60°TYPF36T.O.F.96'-7"T.O.W.102'-0"T.O.F.96'-7"105101104OPP105104101109106109102102102109109106OPP105101104105101104109107106109109106109102103101102T.O.W.100'-0"T.O.F.96'-7"22221555555555553'-4"33F361032'-0"F36103160°
TYP
F361103F3660°TYP1103F30F30F30F3019'-0"12'-0"19'-0"6'-8"21'-8"21'-8"4"3'-0"TYP110SCALE:FOUNDATION PLAN1/4" = 1'-0"PROFESSIONALENGINEERSTATEOFIDAHOA11/15/2114134DVIDB.PORTERLICENSEDSTRUCTURAL ENGINEERINGJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis 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 sitespecifically 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.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comRMSDBPIF21-294FOOTING SCHEDULENOTES:1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS.2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).MARK LENGTH WIDTHTHICKNESSFOOTING REINFORCING REMARKSF3030" 30" 10"(3) #4 EACH WAY BOTTOM---F3636" 36" 10"(3) #4 EACH WAYTOP AND BOTTOM---F4242" 42" 10"(4) #4 EACH WAYTOP AND BOTTOM---F7878" 78" 12"(6) #5 EACH WAYTOP AND BOTTOM---WF18CONT 18" 10"(2) #4 CONT BOTTOM---WALL (W) SCHEDULEMARKTHICKNESSAND TYPEVERTICALREINFORCINGHORIZONTALREINFORCINGREMARKSW18" CONCRETE #4 AT 18" O.C. #4 AT 12" O.C. ---W26" CONCRETE #4 AT 18" O.C. #4 AT 18" O.C. ---SHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.5A. 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. WALLS WITH SOLID LINES DESIGNATEDSTRUCTURAL (BEARING) WALLS.E. WALLS WITH DASHED LINES DESIGNATENON-STRUCTURAL (NON-BEARING) WALLS.F. , , , -AS SHOWN ON PLAN INDICATES ASHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALLLENGTH.G. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE ORMASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONALINFORMATION.H. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES ACONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FORADDITIONAL INFORMATION.I. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETEFOOTING. SEE FOOTING SCHEDULE FOR ADDITIONALINFORMATION.J. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE"5" SHEARWALLS, UNO.K. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/ORRAISED SLABS WITH ARCHITECTURAL DRAWINGS.L. FOR SIDEWALK AND LANDING LOCATIONS, SEEARCHITECTURAL DRAWINGS.M. COLUMN FOOTING SIZES ARE PRELIMINARY SIZES TO BEVERIFIED BY STRUCTURAL ENGINEER OF RECORD TOCONSTRUCTION. PRE-ENGINEERED BUILDINGMANUFACTURER SHALL SUBMIT DESIGN CALCULATIONSPRIOR TO FABRICATING BUILDING COMPONENTS.CALCULATIONS SHALL SHOW ALL FOOTING LOAD PER METALBUILDING MANUFACTURER'S ASSOCIATION "RECOMMENDEDDESIGN PRACTICES MANUAL".FOUNDATION PLAN NOTES56.71. (1) #4x12"-0" LONG (6"-0" EACH LEG) HAIRPIN2. (1) #5x14"-0" LONG (7'-0" EACH LEG) HAIRPIN, BEND ASREQUIRED AND RUN PARALLEL TO THE SCALE PIT WALL3. 18" DIAMETER SUMP PITPLAN KEYNOTESX
19/32" APA RATED ROOF SHEATHING,BLOCK ALL PANEL EDGES, FASTEN W/10d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:2TYP5P1B2B2B2B2B2WJ155555555202201201202B15B15B1B1WJ2WJ2P1P1P1111119/32" APA RATED ROOF SHEATHINGW/ 10d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:SCALE:ROOF FRAMING PLAN1/4" = 1'-0"PROFESSIONALENGINEERSTATEOFIDAHOA11/15/2114134DVIDB.PORTERLICENSEDSTRUCTURAL ENGINEERINGJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis 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 sitespecifically 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.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comRMSDBPIF21-294WOOD JOIST ( ) SCHEDULEMARK JOIST FACE MOUNT HANGER TOP FLANGE HANGERWJ11178" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88WJ22x8 AT 16" O.C. --- ---WJSHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.5ROOF FRAMING PLAN NOTESA. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILYBE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THISPROJECT.C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16"O.C. UNO.E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) ATOPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS, (1)TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS, 9'-1" TO12'-0", (2) TS & (3) KS. FOR ATTACHMENT, SEE "TYPICALHEADER CONNECTION" DETAIL.F. WALLS WITH SOLID LINES DESIGNATEDSTRUCTURAL (BEARING) WALLS.G. WALLS WITH DASHED LINES DESIGNATENON-STRUCTURAL (NON-BEARING) WALLS.H. , , , -AS SHOWN ON PLAN INDICATES ASHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALLLENGTH.I. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM ORHEADER. SEE BEAM SCHEDULE FOR ADDITIONALINFORMATION.J. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A JOIST. SEEJOIST SCHEDULE FOR ADDITIONAL INFORMATION.K. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION.L. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1) H2.5ACLIP, UNO.M. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OFFRAMING CONDITION.N. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5"SHEARWALLS, UNO.56.7BEAM (B) SCHEDULEMARK SIZEB1(2) 2x6 OR 4x6 OR (2) 134x512 LVLB2(2) 2x10 OR 4x10 OR (2) 134x714 LVL1. ATTACH BEAM TO POST W/ SIMPSON LCE4Z POST CAP2. ATTACH JOISTS TOGETHER AT RIDGE, FIT TIGHT TOGETHERAND CONNECT WITH 1932"x714"x24" SHAPED PLYWOOD GUSSETON BOTH SIDES, ATTACH GUSSET TO EACH JOIST W/CONSTRUCTION ADHESIVE AND (24) 8d NAILSPLAN KEYNOTESXPOST (P) SCHEDULENOTES:1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.MARK SIZE SPECIES AND GRADE CONNECTIONP14x4 DOUG FIR NO. 2 SEE TYPICAL DETAILS
KEYNOTES:1.PRE-ENGINEERED BUILDING2.CONCRETE STEM WALL, SEE PLAN3.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH4.MINIMUM FOOTING DEPTH, SEE GSN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.CONCRETE SLAB ON GRADE, SEEPLAN101PRE-ENGINEERED BUILDING AT CONCRETE FOOTINGNO SCALE3"CLR3"CLR1567324KEYNOTES: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"CLR15678323418"18"103PRE-ENGINEERED COLUMN AT CONCRETE FOOTINGNO 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"CLR3"MIN76103128945KEYNOTES: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 FOOTINGNO SCALE53109784111623"CLR3"CLRKEYNOTES:1.WOOD STUD WALL, SEE PLAN2. CONT 2x PT SOLE PLATE W/ ANCHORBOLTS PER SHEARWALL SCHEDULE3.CONCRETE SLAB ON GRADE, SEE PLAN4. CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8. WALL SHEATHING AS OCCURS, SEE PLAN9. EDGE NAILING, SEE SHEARWALLSCHEDULENOTES:A.WATERPROOF ANY EXTERIOR WOODFRAMING WITHIN 8" OF GRADE PER ARCHDRAWINGS106WOOD STUD WALL AT FOUNDATIONNO SCALE3"CLR3"CLR879612543KEYNOTES:1.WALL BEYOND, SEE PLAN2.#4 BENT DOWEL AT 18" O.C.3.CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH18"18"107CONCRFETE SLAB AT FOUNDATIONNO SCALE3"CLR3"CLR7654312109CONCRETE SLAB AT FOUNDATIONNO SCALE3"CLR3"CLR54312KEYNOTES:1. WALL BEYOND, SEE PLAN2.#4 BENT DOWEL AT 18" O.C.3. CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE WALL, SEE PLAN5.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN18"18"KEYNOTES:1.WOOD JOIST W/ (2) 16d NAILS, SEEPLAN2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL3.WOOD STUD WALL, SEE PLAN4. WALL SHEATHING AS OCCURS, SEE PLAN5.EDGE NAILING, SEE SHEARWALLSCHEDULE6. CONT RIM BOARD7.BOUNDARY NAILING, SEE PLAN8.ROOF SHEATHING, SEE PLAN201WOOD JOIST AT WOOD STUD WALLNO SCALE1235547685KEYNOTES:1. WOOD JOIST, SEE PLAN2. WOOD JOIST BLOCKING AT 24" O.C. W/ (2)16d NAILS3. CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL4.WOOD STUD WALL, SEE PLAN5.WALL SHEATHING AS OCCURS, SEE PLAN6.EDGE NAILING, SEE SHEARWALLSCHEDULE7. CONT RIM BOARD8.BOUNDARY NAILING, SEE PLAN9. ROOF SHEATHING, SEE PLAN10.(4) 10d NAILS INTO EACH BLOCK202WOOD JOIST AT WOOD STUD WALLNO SCALE1346658792106KEYNOTES: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. ANCHOR BOLTS W/ NUT AT BOTTOM10. CONCRETE SLAB ON GRADE, SEE PLAN105PRE-ENGINEERED COLUMN AT CONCRETE FOOTINGNO SCALE531078419623"CLR3"CLR333KEYNOTES:1. WOOD POST, SEE PLAN2. (4) #4 BARS VERTICAL3.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH4.#3 TIES AT AT 8" O.C.5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7. MINIMUM FOOTING DEPTH, SEE GSN8.8"Ø OR SQR CONCRETE PIER, SEE PLAN9.SIMPSON PBS44 POST BASENOTES:A.WATERPROOF ANY EXTERIOR WOODFRAMING WITHIN 8" OF GRADE PER ARCHDRAWINGS110WOOD POST AT FOUNDATIONNO SCALE7
53"CLR13"CLR2684112"CLR8"MIN3398"PROFESSIONALENGINEERSTATEOFIDAHOA11/15/2114134DVIDB.PORTERLICENSEDSTRUCTURAL ENGINEERINGJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis 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 sitespecifically 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.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comRMSDBPIF21-294
F:\21\21057 Madison County Transfer Station\21057 Madison Transfer.dwg Nov 17, 2021 - 2:26pmEngineeredSystemsAssociates Nov 16, 2021C-PLAN NOTES:1A-THE CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND CONNECTIONS ON THE JOB SITE.ALL WORK SHALL BE EXECUTED FROMMEASUREMENTS TAKEN AT THE SITE.THE MECHANICAL CONTRACTOR SHALL BERESPONSIBLE TO INSURE PROPER CODECLEARANCES FOR ELECTRICAL AND MECHANICALACCESS WHEN INSTALLING ANY EQUIPMENTSUPPLIED BY THE MECHANICAL CONTRACTOR.IT IS CRITICAL THAT THIS CONTRACTOR COORDINATEEQUIPMENT LOCATIONS WITH PIPING, DUCTWORK,ELECTRICAL CONDUIT AND BUILDING STRUCTURE TOINSURE CODE COMPLIANCE.B-GENERAL NOTES:SEE SITE PLAN FOR CONTINUATION.RAISE 3/4" CW IN THIS LOCATION WITH BALL VALVE.ROUTE REFRIGERATION LINES AS HIGH AS POSSIBLE. SEEDETAIL F-MP2.0. RUN 3/4" CONDENSATE DRAIN UNDER SLAB TONEW PIT.SEE TYPICAL WATER HEATER DETAIL A-MP2.0.SEE PIPING IN OUTSIDE WALL DETAIL D-MP2.0.SEE DETAIL H-MP2.0. NO VENTING REQUIRED FOR A BALANCEDAIR ENVIRONMENT SAND AND GREASE INTERCEPTOR UNLESSREQUIRED BY LOCAL AHJ.WATER LINE UNDER SLAB TO BE CONTINUOUS SOFT COPPERWITH NO ELBOWS OR JOINTS.TRENCH DRAIN TO BE INSTALLED IN NEW PIT. SEE DETAIL J ONTHIS SHEET. SEE ARCHITECTURAL DRAWINGS FOR PIT DETAILS.SOME PIPING ROUTES AS SHOWN ON PLANS FOR CLARITY.FIELD VERIFY BEST POSSIBLE ROUTES.RUN FLUE EXPOSED TO METAL ROOF. SEE DETAIL G-MP2.0.RUN 6"Ø EA DUCT UP TO METAL ROOF WITHIN 2' OF ROOF PEAK.SEE DETAIL ON THIS SHEET.23ELECTRONIC THERMOSTATEQUIPMENT SYMBOLFC1TINSULATED FLEXIBLE DUCTCEILING DIFFUSERROUND BRANCH DUCTWITH HAND DAMPERHAND DAMPERHDMECHANICAL LEGENDDESCRIPTIONSYMBOLROOF MOUNTED UPBLASTEXHAUST GRILLERETURN AIR OREXHAUST FAN4567SCALE: 1/4" = 1'-0"MECHANICAL FLOOR PLANNORTH5' MIN750 GALLON PRE-FABBED GREASEINTERCEPTOR WITH INTERNAL FLOWCONTROL AND BALANCED AIR ENVIRONMENT.SEE DETAILS ON SHEET MP2.0.GWGWGWGWGW1COSYMBOLCLEANOUTPLUMBING LEGENDVENT LINE PIPINGCONDENSATE DRAIN PIPINGHOT WATER RECIRC. PIPINGROOF DRAIN PIPINGBALL TYPE ISOLATION VALVEPIPE RISEPIPE DROPVTRCOTGVENTVWCOCLEANOUT TO GRADEWALL CLEANOUTVENT THRU ROOFDESCRIPTIONGAS PIPINGGSOIL OR WASTE PIPINGDOMESTIC COLD WATER PIPINGDOMESTIC HOT WATER PIPINGCDRDLROOF OVERFLOW DRAIN PIPINGRDOTD-1TD-114" COTG98' 6" INVERTHB-14"4"2"FD-1WC-1WH-111"4"4" COTG4" COTG4"4"2CU14FC23SSSSSSSLLLLLLINVERT ELEV. 95' 7"INVERT ELEV. 95' 7"4" COTG94' 7" INVERTT5/8"3/4"6EH1778884" COTGTRENCH SECTIONSTRENCHNO. *SHALLOWINVERT 'A'DEEPINV. 'B'* TRENCH SECTIONS ARE 80" LONG. DO NOT USENEUTRAL SECTIONS.52'-0" TRENCH8610 8.90" 9.50"86011 9.50" 10.10"8604 5.30" 5.90"8605 5.90" 6.50"8606 6.50" 7.10"8607 7.10 7.70"8608 7.70" 8.30"8609 8.30" 8.90"PLUMBING CONTRACTOR IS RESPONSIBLE FORCONCRETE ENCASEMENT AND REINFORCING.EXTEND 4" WASTE LINE FROM END OF TRENCH ANDCONNECT TO SAND AND GREASE TRAP AS SHOWNON PLANS. PROVIDE FLOOR CLEAN OUT ON WASTELINE'A' DEPTH'B' DEPTH52'-0"50'-11"INVERT4"1-1/4"4"4"6-1/4"TRENCH DRAIN INSTALLATION DETAILSNO SCALEJ9910111"RC-1EF1114" VTR10FD-1S-1L-11/2"5/8"TEH1FC131"EH2CEILING ESCUTCHEONCEILINGFLOORRUN BELOW TRUSSESBALL VALVE (TYP)TYPICAL UNIONSUPPLY TO BUILDINGDOUBLE CHECK VALVEBACKFLOW PREVENTER WITHBALL VALVES AND STRAINER3/4" HOSETHREADFITTINGNO SCALEVERTICAL WATER PRESSURE REDUCING STATIONKCOMBINATION PRESSUREREDUCING VALVE AND STRAINER.SET DISCHARGE AT 60 PSIGPRESSURE GAGE0 - 100 PSI RANGEWATER SUPPLYTO BUILDINGPRV1212
FIXTURE SCHEDULEADA TANK TYPE WATER CLOSET - KOHLER K-3999 "HIGHLINE" W/ELONGATED BOWL, K-4670-C WHITE OPEN FRONT SEAT, BOLT CAPSAND 1/2" STOP VALVE.VENTWASTE---HOTCOLDSYM.DESCRIPTIONWC-14"2"1/2"L-11-1/2"1-1/2"1/2"1/2"FD-12" 2"------2" FLOOR DRAIN - ZURN Z-415 WITH 5"Ø NICKEL-BRONZE STRAINER AND 2" DEEPSEAL P-TRAP, ZURN 1022 TRAP PRIMER.ADA WALL HUNG LAVATORY - KOHLER K-2032 "GREENWICH" WITH WALL CARRIER, MOENL4600 LEVER HANDLE FAUCET, K-7715 OPEN GRID STRAINER WITH OFFSET WASTE LINE,1/2" STOPS AND 1-1/4" P-TRAP. PROVIDE INSULATING JACKET ON HW AND WASTE PIPING.---HB-13/4"--- ------ --- 4" ---TRENCH DRAIN - ZURN 886-HD 6-3/4" WIDE HEAVY DUTY TRENCH DRAIN SYSTEM WITH 4"END OUTLET, END CAP AND DUCTILE IRON SLOTTED GRATE, LENGTH AS PER FLOOR PLAN.TD-1SINGLE COMPARTMENT SINK - ELKAY MODEL PSR1918 WITH 18 GA TYPE 304STAINLESS STEEL CONSTRUCTION, 1-HOLE FAUCET DRILLINGS, ELKAY LK1000CRFAUCET, LK-99 STRAINER, 1-1/2" P-TRAP AND 1/2" BALL TYPE STOP VALVES.1-1/2"1-1/2"1/2"1/2"S-1WATER HEATER PIPING DETAILNO SCALER3/4"WATER HEATER ANCHORCOLD WATER LINEHOT WATER LINEDIELECTRIC UNION (TYP)HEAT TRAP FITTINGMTHERMOMETERDRAIN VALVE W/ THREADEDHOSE CONNECTIONPIPE FULL SIZETO FLOOR DRAINT&P RELIEF VALVE SIZEDTO MATCH WATERHEATERAMTROL ST-5EXPANSION TANKELECTRICWATER HEATERMIXING VALVE FORTEMPERED WATERASUCTIONREFRIGERANT PIPINGLIQUIDMITSUBISHI ELECTRIC M-SERIESMODEL MXZ-3C24NA2. SEER 20REMARKSMCAEATBTUSYM.CHAR.22.195°FCU124,000 280/60/1CONDENSING UNIT SCHEDULE140#WEIGHT3/8"1/4"REMARKSFAN COIL SCHEDULEFC1240 22#SYM.CFM WEIGHTMITSUBISHI M-SERIES MSZ-GL12NA WITHOPTIONAL WALL MOUNTED THERMOSTAT.FAN 30MCA1WATTSCONDENSATEDRAIN5/8"COOLING &HEATING CAPACITY12,000 BTUCHAR.208/60/1FLOOR DRAIN IN CONCRETE FLOOR2" WASTE LINE TOWASTE AND VENT NO SCALESYSTEM2" DEEP SEAL P-TRAPTO FINISH FLOOR LEVELSTRAINER ADJUSTFLOOR DRAIN BODYTILE AND GROUTCONCRETE FLOORBPEX PIPE FITTING DETAILSNO SCALEPOLYMER, COPPER,BRONZE OR BRASS FITTINGPEX PIPINGAS SHOWNON PLANSREINFORCED RINGTHIS TYPE (COLD EXPANSION) OF FITTING REQUIRES THAT THE PEXPIPING, WITH REINFORCING PEX RING PLACED OVER THE END OF THEEND OF THE PIPE, IS EXPANDED BEFORE THE FITTING IS INSERTED INTOTHE PIPE END. THE EXPANDED PIPE END IS ALLOWED TO RETRACTONTO THE FITTING TO FORM THE SEAL. THE MEMORY OF THE PIPEALLOWS IT TO TIGHTEN OVER THE FITTING. AN EXPANDER TOOL ISREQUIRED TO EXPAND THE PIPE AND THE PEX RING TOGETHER.NOTE:STAINLESS STEEL CAMPBANDS ARE ALSO PERMITTEDFOR REINFORCING RING.ALL JOINTS (TEES. ELBOWS, COUPLINGS, ETC.) ARE JOINTED SIMILARLY.12"6"HEATSOURCEPEX PIPINGMIN. CLEARANCESKEEP TUBING AMINIMUM OF 12"VERTICALLY OR 6"HORIZONTALLY FROMSOURCES OF HIGHHEAT SUCH AS LIGHTFIXTURES, FLUES ORHEATING EQUIPMENT.PEX PIPE HANDLING DETAILSNO SCALENOTE:USE ONLY CONTINUOUS LENGTHTUBING (NO FITTINGS) WHENINSTALLING PEX UNDER OR WITHIN ASLAB. PROTECT PEX TUBING WITHNONMETALLIC SLEEVES WHERE ITPENETRATES A SLAB ORFOUNDATION WALL.DO NOT CRUSHOR KINK TUBINGDO NOTE DRAG TUBINGOVER ROUGH TERRAIN,ROCKS, OR ANY SURFACETHAT CAN CUT, PUNCTUREOR DAMAGE TUBING WALL.3/8" 4"1/2" 5"3/4" 7"1" 9"TUBINGSIZEMIN. RADIUSBENDINGTUBING AND FITTINGS SHALL BE STOREDUNDERCOVER FOR CLEANLINESS AND TO AVOIDEXPOSURE TO SUNLIGHT. CONSULTMANUFACTURER FOR RECOMMENDED LIMITS TOOUTSIDE STORAGE.NATIVE SOIL6" MIN. BASE CRUSHED & WELL-PACKED AGGREGATE MATERIALAPPROXIMATELY 3/4" SIZE ROCKCA-07CLASS 1ACONCRETE PAD BYGENERAL CONTRACTORS72" MAXHEIGHTSIDE VIEWSEE MANUFACTURE RECOMMENDED INSTALL DETAILS.CRUSHED AGGREGATEMATERIAL APPROXIMATELY3/4" SIZE ROCK, CA-7 CLASS 1AFLOWRISERS TO GRADE IF REQUIREDFLOW2-WAYCLEANOUTTEE (414155BC)2-WAY CLEANOUTTEE (414155BC)STANDARD 4"MECHANICAL JOINTCOUPLINGNO SCALEPRE-FABBED TRAFFIC RATED 750GAL GREASE INTERCEPTOR DETAILSIDE VIEWOPTIONAL OUTLETMANUFACTURE TRAFFICRATED COVERSNOTES:1) GREASE INTERCEPTOR AS SPECIFIED TO BE RATED FOR AND SUPPLIEDWITH AN INTERNAL FLOW CONTROL SYSTEM AND A BALANCED AIRENVIROMENT. NO VENTING REQUIRED UNLESS MANDATED BY AHJ.2) GREASE INTERCEPTOR AS SPECIFIED TO HAVE A BUILT-IN SAMPLINGPORT. NO EXTERNAL SAMPLING PORT REQUIRED UNLESS MANDATED BYAHJ.3) WIDTH AND LENGTH OF EXCAVATION SHALL BE MIN OF 12" OR GREATERTHAN THE TANK DIMENSIONS ON ALL SIDES.4) DEPTH OF EXCAVATION SHALL BE AT LEAST 6" DEEPER THAN TANKBOTTOM.5) STABILIZE AND COMPACT SUB GRADE TO 95% PROCTOR6) FILL TANK WITH WATER TO DISCHARGE LEVEL TO PREVENT MOVEMENTDURING BACKFILLING PROCESS AND TO RESIST BACKFILL LOAD.7) BEFORE BACKFILLING AND POURING OF SLAB INSTALL RISERS ASREQUIRED AND COVER ASSEMBLY TO SUIT FINISHED FLOOR/GRADELEVEL.14" MIN WITH NORISERF:\21\21057 Madison County Transfer Station\21057 Madison Transfer.dwg Nov 17, 2021 - 2:26pmEngineeredSystemsAssociates Nov 16, 2021CEH3/4"3/4" --- ---WH-1GAS WATER HEATER- A.O. SMITH SIGNATURE MODEL 100 40 GALLON HEATER,AMTROL ST-5 EXPANSION TANK, T&P VALVE. WITH DUAL 3.8KW COPPER HEATINGELEMENTS. SEE DETAIL THIS SHEET.WH-1EH1WALL MOUNTED6824 2 208/60/1 INTEGRAL T-STATQMARK TYPE CRA2028-IF COMPLETE WITH SURFACE MOUNTING FRAME.ELECTRIC HEATER SCHEDULESYM.TYPEBTUKWCHARCONTROLREMARKSEH2WALL MOUNTED3412 1 208/60/1 INTEGRAL T-STATQMARK TYPE CRA2028-IF COMPLETE WITH SURFACE MOUNTING FRAME.MOCP25INSULATIONSEAL WALLPENETRATIONSBUILDING WALLWATER TIGHT."CUSH-A-CLAMP" OR EQUAL.SECURE REFRIGERANT PIPINGTO SUPPORTS WITH "HYDRA-ZORB"REFRIGERANT PIPING SUPPORT AT WALLSUCTION LINES SHOWN.LIQUID LINE SIMILAR.OF SUCTION LINE 6" x 4" x 1/4" ANCHORED TOSTRUCTURE WITH 1/2" x 5-1/2"EXPANSION BOLTSNO SCALE1-5/8" P-3300ASSEMBLY.AGAINST CLAMPEQUAL. WELD"UNISTRUT" ORBOTH SIDES (TYP).SLOPED TOP26 GA. PRE-FINISHED SHEET METALCAULK ALL AROUND WEATHERTIGHTCOVER. COLOR TO BE SELECTEDBY THE ENGINEER.BUTT INSULATIONMETAL COVER18 GA. GALV.NOTE:BRICK COLOR (TYP).PAINT ANGLE SUPPORTSTO MATCH BLDG. FACEREFRIGERANT PIPE SUPPORT DETAILCEILING JOISTROOF ORPIPING TO SUPPORTSSECURE REFRIGERANTCLAMP ASSEMBLYSUCTION LINE THRURUN INSULATION OFCLAMP OR EQUALWITH "UNISTRUT"SUCTION LINESTYPICAL REFRIGERANTPIPE IN MECH. ROOMNO SCALEHANGER RODSOR EQUAL (TYPICAL)"UNISTRUT" CHANNEL1-5/8" P-1001INSULATION ONALL PIPING SUPPORTSOF JOISTS. NO PIPINGSUPPORTS ARE TO BEPRIOR TO FIREPROOFINGFIREPROOFING HASBEEN DONE.ARE TO BE INSTALLEDATTACHED AFTERNOTE:1" CHANNEL (UNISTRUTOR FEE & MASON)WELD TO JOISTSFIPATTERNREMARKSFIREDAMPERFINISHCONSTR.CFMRANGESIZETHROWGRILLE AND REGISTER SCHEDULESYM.TYPERC-1NAALUM125CAPROOFINSECT SCREEN & BACK-DRAFT DAMPERTWIN CITY MODEL 634M WITH ALUMNAWHITEEXHAUST FAN SCHEDULEREMARKSR.P.M.WATTS CHAR.CONTROLC.F.M.TYPES.P.E.SYM.CEILING MOUNTED120TWIN CITY T150 WITH BACKDRAFT DAMPER &INSECT SCREEN.25 100 120/60/1 7501EFSEEELEC.VENT THRU METAL ROOF DETAILPANELMETAL ROOFBASECORROSION RESISTANTAROUND PERIPHERYSEALANT UNDER ANDBETWEEN TRUSSESFROM CEILING THRU ROOFGALVANIZED STEEL PIPEFLASHINGS SHALL BE "BUILDEX DEKTITE" OR APPROVEDFASTENERSEQUAL AS REQUIRED BY MANUFACTURER.NO SCALECLAMP STACK TOUNISTRUTNOTE:OF BASEATTACH UNISTRUTSTACKSELF-DRILLINGPANELMETAL ROOFTO PIPE SIZERUBBER CONE CUTALUMINUM BASEROOF PLANOF BASEGHOSE BIBB - ZURN MODEL Z1305 "ECOLOTROL" ENCASED NON-FREEZE, LENGTH TO SUITWALL THICKNESS.FC2240 22#30 15/8"12,000 BTU208/60/1MITSUBISHI M-SERIES MSZ-GL12NA WITHOPTIONAL WALL MOUNTED THERMOSTAT.
MMPTEPP.E. JOB #2189Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435REXBURG,MADISON COUNTYTRANSFER STATION SCALESIDAHO867NOV. '21DUPLEX RECEPTACLE WALL MOUNTED FIXTURECEILING MOUNTED FIXTUREFLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULEBRANCH CIRCUIT - HOME-RUN TO PANELBRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOLDRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINTBRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION ANDM.C.V.I.F.A.F.F.B.F.G.NLE.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELDNIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTORELECTRICAL CONTRACTORMOTOR CONNECTION POINTTEFTELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOXBRANCH PANELBOARDJEMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICALESWALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARDTRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTSAC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHTUSB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKERCEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHEDSEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCHSUB-SCRIPTS3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOFCEILING MOUNTED OCCUPANCY SENSORBLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOREXHAUST FAN (30 MIN. DELAY)D = INTEGRAL DAYLIGHT SENSOR TO AUTOMATICALLY CONTROL FIXTURES IN DAYLIGHT ZONESH = WALL OCC. SENSOR ON/OFF/DIMW = WALL MOUNTED ON/OFF/DIM OCCUPANCY SENSOR*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOROPERATION. [WATTSTOPPER #BZ-50]EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ONDRAWINGS. CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEGOF LIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALEV=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NCCONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO.EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONALISOLATED GROUND WHERE INDICATED.FMLED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE OREQUAL (* COLOR TO MATCH WIRING DEVICES)SSSSF#ENIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTINGCIRCUIT.NLSPSWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]SDATA/COMM. SYMBOL SCHEDULETELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)_T-X_D-X_T/_D-XTELEPHONE & DATA OUTLET NOTES:1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO IT ROOM,TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLESINDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FORADDITIONAL INFORMATION. PROVIDE J-HOOKS 3FT ON CENTER ABOVEACCESSIBLE CEILING FOR SUPPORT OF CABLING.2. CONDUIT SIZES (X): 2=1/2", 3=3/4" & 4=1", 5=1 14" OR (2) 1"3. NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 1"CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY. TERMINATEWITH INSULATED THROATBUSHING (UNO). PROVIDE WITH PULL STRING.DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_DCEILING MOUNTED SPEAKER AND BACKBOXT.V. OUTLET (C = CEILING MOUNTED)UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 34" CONDUITTO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATEWITH INSULATED THROAT BUSHING. INSTALL CONNECTOR ANDFACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET TO NEARESTTV SYSTEM AMPLIFIER. PROVIDE J-HOOKS 3FT ON CENTER ABOVEACCESSIBLE CEILING FOR SUPPORT OF CABLING.VVOLUME CONTROLLERCOMMUNICATIONS CABLING REQUIREMENTS:(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)NETWORK CABLING - CAT6 PLENUM RATED, BLUETELEPHONE CABLING - CAT6 PLENUM RATED, YELLOWTELEVISION CABLING - COAXIAL, RG-61. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPEBEFORE ORDERING.2. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACTLOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.3. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PERNEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABINETS.4. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICALEQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITSAS REQUIRED.5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURELOCATIONS, CEILING TYPES, ETC.6. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIORTO ROUGH - IN.7. ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNTCONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET HANDICAPPEDREQUIREMENTS.8. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSETO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS, ETC.9. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.10. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORKAND PAY ASSOCIATED FEES.11. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES ANDELECTRONIC BALLASTS.12. ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THEUNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE.13. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TOCOORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDICAL,KITCHEN,EQUIPMENT ETC. THE EXACT ROUGH-IN REQUIREMENTS FOR THEREEQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BERESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.14. ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALLS OR ABOVE CEILINGS.IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO DOING ANY WORK.15. E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THEEXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKENECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESECONDITIONS.16. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C.IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIREDFOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR"THROUGH-BRANCH CIRCUIT WIRING".PROJECT GENERAL NOTES: TO BE MOUNTED AS CLOSE TO TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAMNO SCALEFINISHED FLOORARCHITECTURAL PLANS AND DETAILS.DOOR JAMBS AS POSSIBLE.COORDINATE ALL DEVICES WITH18" - 24"T.V. OUTLETALL MOUNTING HEIGHTS TYPICALUNLESS NOTED OTHERWISE.ALL SWITCHES AND THERMOSTATSNOTES: THERMOSTAT ORMECHANICAL SWITCHLIGHT SWITCHCONVENIENCE OUTLETTELEPHONE / DATA OUTLETSTT(OR AS NOTED)5' - 0''4' - 0''3' - 6''50 60 70 80SA.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TOINSURE THAT OUTLETS WILL NOT FALLBEHIND CABINETS, BACKSPLASHES,OR INTERFERE WITH WAINSCOTING, ETC.(OR AS NOTED)@ MILLWORKXX"*B.D.*COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITH ARCHITECTURAL WAINS-COTING AND OR TILE WORK SO AS NOTTO FALL MIDWAY IN THESE FINISHES.*MOUNT VERTICAL ORHORIZONTAL TO MATCHEXISTING DEVICES (TYP)VERIFY WITH MECH.MUD RING ORIENTATION.PER NEC 384-4.WALLPLAN VIEWELECTRICAL EQUIP. CLEARANCE DETAILNO SCALEPER NEC 110-26.36"ELEVATION VIEW30"WALL6'-6"A.F.F.66"FINISHFLOOR36"PANEL OR ELECTRICALEQUIPMENTOR CEILING6' A.F.F.RECEPTACLE MOUNTING DETAILNO SCALETO SUIT WALLRAISED RING CONDUIT(S)ENTRANCE 4'' SQUARE BOXBACK OF COVER W/FELT-TIP MARKERTO BE AS PER SPECIFICATIONS.COVER PLATES - STYLE & COLORCIRCUIT NUMBER TO BE WRITTEN ONNORMAL POWER COLOR - (SEE SPECS)RECEPTACLE - 20 AMPRATED - SEE SPECIFICATIONS.GROUND CONDUCTORGREEN INSULATEDW50A 208V 1Ø WELDER OUTLETIT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS ANDINFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITYCOMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVALPRIOR TO ORDERING ANY MATERIALS.SPECIAL NOTE FOR UTILITY COMPANY LIGHTING REBATES & INCENTIVES:BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHEDMULTI SERVICE A/V FLOOR BOX, LEGRANDE 10 GANG, WITH (4) DUPLEX RECEPTACLES,AND ALL ACCESSORIES, FRAMES, PLATES ETC FOR ALL A/V AND DATA CABLES ASDIRECTED BY OWNER. EC SHALL COORDINATE ALL REQUIREMENTS WITH OWNER PRIORTO ROUGH-IN14" ATOMIC CLOCK, LACROSSE #W73143A/V OUTLETHUBBELL NSAV62M WITH POWER COMPARTMENT ON BOTTOM. W/SURGE RECPT. INSTALL (2)1" COND.FROM LV COMPARTMENT TO ABOVE ACCESSIBLE CEILING FRO EACH OUTLET SHOWN EC SHALL ALSOPROVIDE AND INSTALL (1)50FT. RAPID RUN, CL2-RATED, PC RUNNER CABLE AND (2)INTEGRATED A/VWALL PLATES. WITH RCA/VGA/GA/SOUND INSTALL (1)PLATE IN A/V BOX. INSTALL THE SECOND PLATEAS DIRECTED BY OWNER IN FIELD, IN ONE OF THE J-BOXES SHOWN ON THE DRAWINGS.E1.0ELECTRICAL NOTES AND DETAILSLIGHTING1000500120/240V 1Ø 3W SQ D NQ (NEMA 3R)-"A"20 1 15001500120200RECEPTACLES20"x39"x5 3/4"SEE RISER1100091 8710500SEE RISERDETERMINEDTO BEFEED TOPDIMENSIONSLOADFEED BOTTOMWATTSCONDUIT SIZES.C. INT CAP/BKR.AMPSWATTSFEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:35374139252729333119172321LOAD NAME 7111513 9NO. 3 5WATTS 1LOCATIONMAKE/MODELCLASSCIRLOADLLAMPEABAMPELOAD/POLEMAIN LUGS ONLYMAIN BRKR. AMPSMAIN SW.BRKPOAMPSPOBRK40423638AMPS.263432302822241820LOAD NAME 816141012 4 6 2NO.CIRSURFACEFLUSHSUPPLY WITH INTEGRAL SPD.OH DOORSWATER HEATER12010001000100010001000100010001000500500500500500500150015001500150015001000100010002500SPARESPAREEH-1PREPARED SPACE20 2---10001000EH-120 2---10001000CU-125 2---15001500SPARESPAREEH-2-- - 5002 20 500SPARE10001000150015001500
SWFF11F3F3F33F5F4F5F5F5F4F4F4F4F4SCALE 1106T.R.103CLOS102WORK101HALL105WORK104SCALE 2107F1 F1F1F1F1SS1F2A-5A-1555SA-52MAIN SERVICE METER AND DISCONNECT.FIELD VERIFY EXACT LOCATION.M"A"MGFIGFIMMGFIGFIACGFIACGFISCALE 1106T.R.103CLOS102WORK101HALL105WORK104SCALE 2107A-7A-9A-8,1044A-18A-11A-2,4,6A-13A-14A-28A-16A-12ACGFIACGFI1CUT1FC2FC1EH1EH2EHTWPGFIMMPTEPP.E. JOB #2189Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435REXBURG,MADISON COUNTYTRANSFER STATION SCALESIDAHO867NOV. '21E2.0ELECTRICAL FLOOR PLANSKEY NOTES1OVERRIDE SWITCH FOR SCALE ROOM.CONTROL LIGHTING WITH TIME CLOCK AND OVERRIDE SWITCH. PROGRAM TIME CLOCK PEROWNER.CONTROL PHOTO CELL ON, TIME CLOCK OFF. ORIENT PHOTO-CELL TO NORTH SKY.2" CONDUIT WITH SWEEP 90°'S FOR SCALE CONTROLS. E.C. SHALL FIELD DETERMINE DESTINATIONAND EXACT LOCATION WITH SCALE SUPPLIER PRIOR TO ROUGH-IN.SUPPLY THIS FIXTURE WITH SIRE GUARD.23SCALE:MAIN PLAN - LIGHTING1/8" = 1' - 0"16'8'0"SCALE:MAIN PLAN - POWER1/8" = 1' - 0"16'8'0"NO SCALEPOWER RISER DIAGRAMMLEVELMAINPANEL"A"GROUNDPER NECMETER PERPOWER CO.200A 120/240V 1Ø MAINBREAKER IN NEMA 3R3"C., 3-#250AL+ GROUNDSPECIAL NOTE:IN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALLPROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVEDESCRIBED CONTROL SCHEMES, INCLUDING ALL 0-10V. CONTROL WIRING.CATALOG #LIGHT FIXTURE SCHEDULEDESCRIPTIONTYPE4 FT LED SURFACE WRAPCEILING 120INCLUDEDVOLTMOUNT LAMPS MFGR.LITHONIABLWP4 40L ADP GZ10 LP840-NOTES*FLOODLED WALL MOUNTEDWALL PER ARCH -LITHONIACSXW LED 30C 700 40K T4M MVOLT CBANOTE 4EGRESS LIGHTLED EXIT WITHWALL PER ARCH -LITHONIALHQM LED GHO ELASDQWP LO309NOTE 2FLOODLED LOW BAY AC CABLE TO BTM -LITHONIAJEBL 18000LM GL MVOLT 40K 80CRI-FIXTURE NOTES: OPERATE WITH THE INDICATED SWITCHING.3. "N.L." DENOTES A FIXTURE CONNECTED TO THE UN SWITCHED LEG OF THE LIGHTING CIRCUIT FOR USE AS A NIGHT LIGHT.2. ALL BATTERY FIXTURES ARE TO BE CONNECTED TO THE UNSWITCHED LEG OF LIGHTING CIRCUIT FEEDING THE AREA. TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT. WIRE SUCH THAT UNDER NORMAL POWER CONDITIONS THE FIXTURE WILL 1. THE SUFFIX "EM" DENOTES A FIXTURE SUPPLIED WITH AN EMERGENCY BATTERY DRIVER. CONNECT BATTERY DRIVER4. COLOR SHALL BE SELECTED BY ARCHITECT.INCLUDEDINCLUDEDINCLUDED-LED BATTERY EGRESS LIGHTWALL PER ARCH -LITHONIAELM6L UVOLT LTP HONOTE 2INCLUDEDCORD OF STRUCT.DWHXDENCLOSURE45MECHANICAL EQUIPMENT SCHEDULECIRCUITMCASYMBOLFC1COILDESCRIPTIONFANH.P.VOLTS12081-Ø30 -WATTSFEEDER1/2"C., 2-#12 + GROUNDNOTES 1., 2.REMARKSFC2COILFAN12081-30-CU1UNITCONDENSING22.1 208 1 - -A-27MOCP--25EH1HEATERELECTRIC- 208 1 - 2000A-19-EH2HEATERELECTRIC- 208 1 - 1000 A-24-NOTES 1., 2.NOTE 3.1/2"C., 2-#12 + GROUND1/2"C., 2-#10 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUNDA-23SCHEDULE NOTES:1. POWER INDOOR UNIT FROM OUTDOOR UNIT.2. INSTALL A 1/2" CONDUIT FROM FAN COIL TO COND. UNIT FOR CONTROL.3. PROVIDE AND INSTALL A LOCAL DISCONNECT.