HomeMy WebLinkAboutEx 02_Construction Plans.pdf 15"
381.00
27"
685.80
Varies
With
Height
3 14 "
82.55
Typ.
8' [2438.40] O.C. Nom.
2"
50.80
Nom.36.00
914.40
Min. Post Setting
Standard
Heights
7' [2133.6]
8' [2438.4]
9' [2743.2]
10'[3048.0]
Impasse II R Rail
(SEE CROSS SECTION BELOW)
Impasse II R I-Beam Post
2 3/4" [69.9]Pale (14 Ga.)
2 18 "
53.59
2 18 "
53.34
Impasse II R Rail
(12 Ga.)
Base Steel Material
Uniform Zinc Coating(Hot DIp Galvanized)
Phosphate & Conversion Coating
Epoxy Base Coat
" No-Mar" PolyesterPowder Finish Coat
Note:1.) Additional heights available on request.2.) Third rail optional. (some heights noted require the third rail.)3.)3"[76.2] x 12 Ga. I-Beam recommended for 7' [2133.6] & 8' [2438.4] heights. 4"[101.6] x 11 Ga. I-Beam recommended for 9' [2743.2] & 10' [3048.0] heights.
Values shown are nominal and not to be used for installation purposes. See product specification for insallation requirements.
Impasse II R POST
Specially formed I-Beam,
pre-punched for multiple rail options
Impasse II R Pale
Specially formed high strength corrugated shape;
resists prying or bending; bolt holes recessed to
prevent chiseling of bolt head.Security Fastener
Prevents Tampering or
removal by common tools
Impasse II R Rail
Specially formed high strength
architectural shape; lower lip contoured
to carry - Steel Cable and/or Sensor Cables
for security.
REV DESCRIPTION DATE ENGINEER
D
B
AA
B
C
D
8 7 6 5 4 3 2 1
Ameristar Perimeter Security USA IncTulsa
DRAWN BYtrasmi
V4_12/02/2016SURFACE/FINISH
THIRD ANGLE
PROJECTION
C
HEAT TREATMENT
DRAWING COMPLIES WITH
ASME Y14.5M - 1994
NOTICE TO PERSONS RECEIVING THIS DRAWING
AND/OR TECHNICAL INFORMATION
Ameristar Perimeter Security USA Inc claims
proprietry rights to the material disclosed hereon.
This drawing and/or technical information is issued
inconfidence for engineering information only
and may not be reproduced or used to
manufacture anything shown or referred to
hereon without direct written permission from
Ameristar Perimeter Security USA Inc to the user.
This drawing an /or technical information is the
property of Ameristar Perimeter Security USA Inc
and is loaned for mutual assistance to be returned
when its purpose has been served.
LEGACY ID SHEET 1 OF 1
IMPASSE II STRONGHOLD 2 OR 3 RAIL
CONFIGURATION Un-Exploded45876
DRAWING NUMBER (ALT ID)3SISOVOLUME15444.50 in³SURFACE AREA28805.25 in²
SIZEB
DATE CREATED1/2/2019 DESIGNED BYtrasmi
SCALE1:32
MASS793.63 lb
MATERIALSEE BOM
63
.06
.03
.02
0.5°
1/8
X.X
X.XX
X.XXX
ANGLES
FRACTIONS
SURFACE FINISH
UNLESS OTHERWISE
SPECIFIED TOLERANCES
INCH
MM
DOCUMENT ID
DESIGN CRITERIACODE: INTERNATIONAL BUILDING CODE - 2018 EDITIONGENERAL CONDITIONS1.THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR TOPROCEEDING WITH THE WORK. NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH ANYDISCREPANCIES.2.IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BETHE SAME AS FOR SIMILAR WORK.3.DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS, OR DETAILS WITHIN THEDRAWINGS.4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCE, AND PROCEDURES.5.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED BUILDING ANDALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK.6.SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERALNOTES AND SPECIFICATIONS.7.NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION.FOUNDATION1.FOUNDATION DESIGN PARAMETERS ASSUMED BY OWNER:A. IBC SOIL SITE CLASSIFICATION..............DB. FOOTING BEARING PRESSURE................2,500 PSFC. LATERAL EARTH PRESSURE:·ACTIVE..............................................35 PCF·PASSIVE............................................250 PCF·COEFFICIENT OF FRICTION................0.30·SEISMIC MULTIPLIER........................8H2.SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL CONSIDERATIONSARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.3.ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED STRUCTURAL FILL.STRUCTURAL FILL IS TO BE COMPACTED TO 95% DENSITY PER ASTM D-1557.CONCRETE1.REFERENCE STANDARDS: ACI-301 AND ACI-318.2.MINIMUM CONCRETE STRENGTH AT 28 DAYS: 3,000 PSI3.THE WATER/CEMENT RATIO SHALL NOT EXCEED: 0.5 (BY WEIGHT)4.AGGREGATE GRADING SHALL COMPLY WITH AASHTO #57 GRADATION OR BETTER. PORTLANDCEMENT SHALL CONFORM TO ASTM C-150, TYPE II.5.COMPLY WITH ACI-301 FOR MIXING. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THEAPPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE ADENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESSIVE FREESURFACE WATER.6.COMPLY WITH ACI-301 FOR PLACEMENT. PROVIDE A 34 INCH CHAMFER AT ALL EXPOSEDCONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS.7.MAXIMUM SLUMP TO BE 4" ± 1", TYPICAL. DO NOT ADD WATER TO THE MIX TO INCREASE SLUMP.MAXIMUM SLUMP MAY BE INCREASED BY 1" IF THE SLUMP IS TESTED DIRECTLY FROM THETRUCK PRIOR TO BEING PUMPED INTO PLACE8.ACCELERATED SET OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVEDADMIXTURES.9.COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR PLACEMENT INCOLD WEATHER.10.REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISH. ALL EXPOSED CONCRETE IS TOHAVE A CLASS A FINISH.11.PROVIDE AIR ENTRAINMENT OF 5% ± 1.5% FOR ALL CONCRETE EXPOSED TO WEATHER.CONCRETE OR MASONRY ANCHORS1.MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON TITEN HDANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD.2.EPOXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. EPOXY FORTHREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. ROD OR REBAR SIZEAND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD.SHEET INDEX:S1 - GENERAL NOTESS2- FOUNDATION PLANJOB SITE SAFETYTHE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/ORCONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TOMEANS, METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THE WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED ASSUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACEFOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, SUB-CONTRACTOR OR ANY PERSON ONTHE SITE.REINFORCING STEEL1.REFERENCE STANDARDS: ACI "DETAIL MANUAL" AND CRSI MANUAL OF STANDARD PRACTICE.2.MATERIALS:A.REINFORCING STEEL:ASTM A615, GRADE 40 FOR #3 AND SMALLERASTM A615, GRADE 60 FOR #4 AND LARGERB.WELDED WIRE REINFORCING: ASTM A82 AND A185, Fy = 75 KSI3.LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED BELOW, UNLESS NOTEDOTHERWISE. PROVIDE CORNER BARS OR HOOKS BARS (90 OR 180 DEGREE) AT THE END OF ALLHORIZONTAL REINFORCEMENT IN WALLS. REFER TO NOTE 6 FOR BEND REQUIREMENTS.4.REINFORCEMENT COVER:FOOTINGS3 INCHES TO EARTH2 INCHES TO FORMED SURFACESLABS2 INCHES TO EARTHFORMED SURFACE:EXTERIOR FACE112 INCHES, #5 BAR AND SMALLER2 INCHES, #6 BAR AND LARGERINTERIOR FACE34 INCHES FOR SLABS AND WALLS112 INCHES FOR BEAMS AND COLUMNS5.REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. (ACI 318-14 26.6.4.1)6.REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS (PER 25.3.2).Øb = BAR DIAMETERABBREVIATIONS:A. BOLTANCHOR BOLTADD'LADDITIONALA.F.FABOVE FINISH FLOORALTALTERNATEAPPROX APPROXIMATEARCHARCHITECTURALBLKGBLOCKINGBMBEAMB.O.O.BOTTOM OF OPENINGBTMBOTTOMBRGBEARINGBTWBETWEENCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONDCONDITIONCONNCONNECTIONCONSTCONSTRUCTIONCONTCONTINUOUSDBLDOUBLEDIADIAMETERDIMDIMENSIONDLDEAD LOADEAEACHEFEACH FACEELEVELEVATIONENEDGE NAILINGEQEQUALEQUIPEQUIPMENTESEACH SIDEEXISTEXISTINGEXT EXTERIORFDFLOOR DRAINFDNFOUNDATIONFFFINISH FLOORFGFINISH GRADEFLFRFLUSH FRAMEDFLRFLOORFTFEETFTGFOOTINGFRTFIRE RETARDANT TREATEDFSFAR SIDEGAGAUGEGALVGALVANIZEDGLBGLUE LAMINATED BEAMHDRHEADERHGRHANGERHORIZHORIZONTALHTHEIGHTI.F.INSIDE FACEININCHLLLIVE LOADMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSNSNEAR SIDENTSNOT TO SCALEO.C.ON CENTERPARAPARALLELPERPPERPENDICULARPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDRAPRAMMED AGGREGATE PIERREINFREINFORCINGREQ'DREQUIREDSCHDSCHEDULESECSECTIONSFSQUARE FEETSIMSIMILARSPECSPECIFICATIONSSTDSTANDARDSTLSTEELSTRUCTSTRUCTURALSWSHEARWALLTHRUTHROUGHTOCTOP OF CONCRETETOFTOP OF FOOTINGT.O.O.TOP OF OPENINGTOSTOP OF STEELTOWTOP OF WALLTSTUBE STEELTYPTYPICALU.N.O.UNLESS NOTED OTHERWISEVERTVERTICALW/WITHWFWIDE FLANGEWHSWELDED HEADED STUDWTSWELDED THREADED STUDWTWEIGHTWWRWELDED WIRE REINFORCING61 MAX.6Øb135°BENDDDFOR STIRRUPS & TIESOFFSETFOR REINF. BARSDDDD4Øb or212" MIN12Øb
6" MIN11 3'' MIN.MIN. BEND DIAMETERFOR REINF BARS:D = 6*ØbMIN. BEND DIAMETERFOR TIES AND STIRRUPS:D = 6*Øb6Øb3" MIN.12Øb FOR #6 THRU #890°BEND90°BEND180°BENDCONCRETE MASONRY UNITS1.REFERENCE STANDARDS: TMS 402-16 AND TMS 602-162.MINIMUM CONCRETE MASONRY UNITS (CMU) DESIGN STRENGTH:A.NET COMPRESSIVE STRENGTH, f'm2,000 PSIB.MORTAR TYPE TYPE S3.ALL MASONRY TO BE CONSTRUCTED IN RUNNING BOND OF NORMAL WEIGHT MASONRY UNITS.CONSTRUCTION LIFTS ARE NOT TO EXCEED 5'-0".4.SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE.REINF LAP/EMBED LENGTH SCHEDULEBAR SIZEWALL/COLUMNFOOTINGSSOGFOOTINGDOWELEMBEDMENT#430"30"8"#536"36"10"#648"48"12"DESIGN CRITERIACODE: INTERNATIONAL BUILDING CODE - 2018 EDITIONGENERAL CONDITIONS1.THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR TOPROCEEDING WITH THE WORK. NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH ANYDISCREPANCIES.2.IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BETHE SAME AS FOR SIMILAR WORK.3.DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS, OR DETAILS WITHIN THEDRAWINGS.4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCE, AND PROCEDURES.5.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED BUILDING ANDALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK.6.SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERALNOTES AND SPECIFICATIONS.7.NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION.FOUNDATION1.FOUNDATION DESIGN PARAMETERS ASSUMED BY OWNER:A. IBC SOIL SITE CLASSIFICATION..............DB. FOOTING BEARING PRESSURE................2,500 PSFC. LATERAL EARTH PRESSURE:·ACTIVE..............................................35 PCF·PASSIVE............................................250 PCF·COEFFICIENT OF FRICTION................0.30·SEISMIC MULTIPLIER........................8H2.SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL CONSIDERATIONSARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.3.ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED STRUCTURAL FILL.STRUCTURAL FILL IS TO BE COMPACTED TO 95% DENSITY PER ASTM D-1557.CONCRETE1.REFERENCE STANDARDS: ACI-301 AND ACI-318.2.MINIMUM CONCRETE STRENGTH AT 28 DAYS: 3,000 PSI3.THE WATER/CEMENT RATIO SHALL NOT EXCEED: 0.5 (BY WEIGHT)4.AGGREGATE GRADING SHALL COMPLY WITH AASHTO #57 GRADATION OR BETTER. PORTLANDCEMENT SHALL CONFORM TO ASTM C-150, TYPE II.5.COMPLY WITH ACI-301 FOR MIXING. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THEAPPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE ADENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESSIVE FREESURFACE WATER.6.COMPLY WITH ACI-301 FOR PLACEMENT. PROVIDE A 34 INCH CHAMFER AT ALL EXPOSEDCONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS.7.MAXIMUM SLUMP TO BE 4" ± 1", TYPICAL. DO NOT ADD WATER TO THE MIX TO INCREASE SLUMP.MAXIMUM SLUMP MAY BE INCREASED BY 1" IF THE SLUMP IS TESTED DIRECTLY FROM THETRUCK PRIOR TO BEING PUMPED INTO PLACE8.ACCELERATED SET OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVEDADMIXTURES.9.COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR PLACEMENT INCOLD WEATHER.10.REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISH. ALL EXPOSED CONCRETE IS TOHAVE A CLASS A FINISH.11.PROVIDE AIR ENTRAINMENT OF 5% ± 1.5% FOR ALL CONCRETE EXPOSED TO WEATHER.CONCRETE OR MASONRY ANCHORS1.MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON TITEN HDANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD.2.EPOXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. EPOXY FORTHREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. ROD OR REBAR SIZEAND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD.SHEET INDEX:S1 - GENERAL NOTESS2- FOUNDATION PLANJOB SITE SAFETYTHE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/ORCONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TOMEANS, METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THE WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED ASSUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACEFOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, SUB-CONTRACTOR OR ANY PERSON ONTHE SITE.REINFORCING STEEL1.REFERENCE STANDARDS: ACI "DETAIL MANUAL" AND CRSI MANUAL OF STANDARD PRACTICE.2.MATERIALS:A.REINFORCING STEEL:ASTM A615, GRADE 40 FOR #3 AND SMALLERASTM A615, GRADE 60 FOR #4 AND LARGERB.WELDED WIRE REINFORCING: ASTM A82 AND A185, Fy = 75 KSI3.LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED BELOW, UNLESS NOTEDOTHERWISE. PROVIDE CORNER BARS OR HOOKS BARS (90 OR 180 DEGREE) AT THE END OF ALLHORIZONTAL REINFORCEMENT IN WALLS. REFER TO NOTE 6 FOR BEND REQUIREMENTS.4.REINFORCEMENT COVER:FOOTINGS3 INCHES TO EARTH2 INCHES TO FORMED SURFACESLABS2 INCHES TO EARTHFORMED SURFACE:EXTERIOR FACE112 INCHES, #5 BAR AND SMALLER2 INCHES, #6 BAR AND LARGERINTERIOR FACE34 INCHES FOR SLABS AND WALLS112 INCHES FOR BEAMS AND COLUMNS5.REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. (ACI 318-14 26.6.4.1)6.REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS (PER 25.3.2).Øb = BAR DIAMETERABBREVIATIONS:A. BOLTANCHOR BOLTADD'LADDITIONALA.F.FABOVE FINISH FLOORALTALTERNATEAPPROX APPROXIMATEARCHARCHITECTURALBLKGBLOCKINGBMBEAMB.O.O.BOTTOM OF OPENINGBTMBOTTOMBRGBEARINGBTWBETWEENCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONDCONDITIONCONNCONNECTIONCONSTCONSTRUCTIONCONTCONTINUOUSDBLDOUBLEDIADIAMETERDIMDIMENSIONDLDEAD LOADEAEACHEFEACH FACEELEVELEVATIONENEDGE NAILINGEQEQUALEQUIPEQUIPMENTESEACH SIDEEXISTEXISTINGEXT EXTERIORFDFLOOR DRAINFDNFOUNDATIONFFFINISH FLOORFGFINISH GRADEFLFRFLUSH FRAMEDFLRFLOORFTFEETFTGFOOTINGFRTFIRE RETARDANT TREATEDFSFAR SIDEGAGAUGEGALVGALVANIZEDGLBGLUE LAMINATED BEAMHDRHEADERHGRHANGERHORIZHORIZONTALHTHEIGHTI.F.INSIDE FACEININCHLLLIVE LOADMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSNSNEAR SIDENTSNOT TO SCALEO.C.ON CENTERPARAPARALLELPERPPERPENDICULARPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDRAPRAMMED AGGREGATE PIERREINFREINFORCINGREQ'DREQUIREDSCHDSCHEDULESECSECTIONSFSQUARE FEETSIMSIMILARSPECSPECIFICATIONSSTDSTANDARDSTLSTEELSTRUCTSTRUCTURALSWSHEARWALLTHRUTHROUGHTOCTOP OF CONCRETETOFTOP OF FOOTINGT.O.O.TOP OF OPENINGTOSTOP OF STEELTOWTOP OF WALLTSTUBE STEELTYPTYPICALU.N.O.UNLESS NOTED OTHERWISEVERTVERTICALW/WITHWFWIDE FLANGEWHSWELDED HEADED STUDWTSWELDED THREADED STUDWTWEIGHTWWRWELDED WIRE REINFORCING61 MAX.6Øb135°BENDDDFOR STIRRUPS & TIESOFFSETFOR REINF. BARSDDDD4Øb or212" MIN12Øb
6" MIN11 3'' MIN.MIN. BEND DIAMETERFOR REINF BARS:D = 6*ØbMIN. BEND DIAMETERFOR TIES AND STIRRUPS:D = 6*Øb6Øb3" MIN.12Øb FOR #6 THRU #890°BEND90°BEND180°BENDCONCRETE MASONRY UNITS1.REFERENCE STANDARDS: TMS 402-16 AND TMS 602-162.MINIMUM CONCRETE MASONRY UNITS (CMU) DESIGN STRENGTH:A.NET COMPRESSIVE STRENGTH, f'm2,000 PSIB.MORTAR TYPE TYPE S3.ALL MASONRY TO BE CONSTRUCTED IN RUNNING BOND OF NORMAL WEIGHT MASONRY UNITS.CONSTRUCTION LIFTS ARE NOT TO EXCEED 5'-0".4.SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE.REINF LAP/EMBED LENGTH SCHEDULEBAR SIZEWALL/COLUMNFOOTINGSSOGFOOTINGDOWELEMBEDMENT#430"30"8"#536"36"10"#648"48"12"1'-0"1'-4" MIN 3'-0" MAX
#4H AT 24" O.C.#4V AT 8" O.C.W/ 90° HOOK FULL LENGTH OF FTGLAP W/ WALL REINF PER S1#4V AT 16" O.C.8" CMU WALLPRECAST CAP4'-0"(5)#4H3" CLR 9'-0"EQUIPMENT FOUNDATIONS TO BEARDIRECTLY ON RETAINING WALL FTGOR HAVE COMPACTED GRAVEL BTWCOMCASTKENT VISTAGENERAL NOTESS1SCALE 3/4" = 1'-0"1S1SECTION2/28/2023
1S11S11S1NOTCH FOOTINGAROUND FIBER VAULTCOMCASTKENT VISTA1.FOOTINGS ARE TO BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILLCAPABLE OF SUPPORTING THE ALLOWABLE BEARING PRESSURE OF 2,500 PSF.2.PROVIDE CORNER FTG BARS FOR EACH HORIZONTAL BAR. LAP PER S1.FOUNDATION NOTES:FOUNDATION PLANS2SCALE 3/8" = 1'-0"1S2FOUNDATION PLAN2/28/2023
10'-6'x21'-5"EQUIPMENTSHELTER5'-0"14'-0"2'-6"15'-0"4'-6"6'-0"5'-2"6'-2"3'-6"11'-6"2'-11"25'-6"5'-0"x14'-0" CONCGENERATOR PAD(E) 11'-4'x21'-4"EQUIPMENTSHELTER2'-6"x3'-6" CONCEQUIPMENT PAD4'-0"x15'-0" CONCEQUIPMENT PAD11'-6"x25'-6" CONCEQUIPMENTFOUNDATIONBOLLARD,BY OTHERS(E) CONC SLAB(E)HVAC(E)HVACHVACHVACBBUEQUIPMENTCABINET100kWDIESELGENERATORBBUEQUIPMENTCABINET(E) CONC PEDESTAL3'-9"(E) ACCESS GATES1S-1.13S-1.15S-1.14S-1.13'-6"2'-6"4'-0"ATS CABINETS-1STRUCTURAL NOTES22x34 SCALE: NTS11x17 SCALE: NTS1STRUCTURAL NOTESCONCRETE FOUNDATIONWORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETYREGULATIONS AND UNLESS NOTED OTHERWISE, THE LATESTREVISION OF ACI 318, "BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE". PROCEDURES FOR THE PROTECTIONOF EXCAVATIONS AND UTILITIES SHALL BE ESTABLISHED PRIORTO FOUNDATION INSTALLATION.CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATESTATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE.PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLEFOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT INDURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATEDAGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTS OF ACI318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONSEXPECTED AT THE SITE. AS A MINIMUM, ALL CONCRETE SHALLDEVELOP A MINIMUM COMPRESSIVE STRENGTH OF f'c = 3,000 psiAT 28 DAYS TESTING UNLESS NOTED OTHERWISE ON DRAWINGS.ALL REINFORCING STEEL SHALL BE DEFORMED AND CONFORMTO THE REQUIREMENTS OF ASTM A615 GRADE 60, AND BEDETAILED IN ACCORDANCE WITH ACI 318 UNLESS NOTEDOTHERWISE.WELDING IS PROHIBITED ON REINFORCING STEEL ANDEMBEDMENT.MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3INCHES UNLESS NOTED OTHERWISE .APPROVED SPACERS SHALL BE ATTACHED INTERMITTENTLY TOREINFORCEMENT TO INSURE MINIMUM COVER FOR ALLREINFORCEMENT.READY MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTMC94.THE BOTTOM OF THE FOUNDATION MAY BE PLACED AGAINSTUNDISTURBED SOIL. EXCAVATED MATERIALS, EXCEPT THATCONTAINING ORGANIC MATERIALS, MAY BE PLACED ASSTRUCTURAL BACK FILL TO BE COMPACTED IN 8 INCH MAXIMUMLAYERS TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUMMOISTURE CONTENT IN ACCORDANCE WITH ASTM D698.EXCAVATED MATERIALS CONTAINING ORGANIC MATERIALS MUSTBE REPLACED WITH ENGINEERED SOIL TO BE USED ASSTRUCTURAL BACK FILL. ADDITIONALLY, STRUCTURAL BACK FILLMUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 100POUNDS PER CUBIC FOOT.REINFORCING STEELREINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDINGSUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARSSPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40,fy=40,000 PSI.REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS ANDBENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALLCONTINUOUS REINFORCEMENT 33 BAR DIAMETERS OR 2'-0"MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTINGINTERSECTIONS. LAP CORNER BARS 33 BAR DIAMETERSOR 2'-0" MINIMUM.NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALLBE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVEDBY THE STRUCTURAL ENGINEER.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALLBE AS FOLLOWS:FORMED SURFACES EXPOSED TO EARTH OR WEATHER (i.e. WALLSBELOW GROUND) OR WEATHER: (#6 BARS OR LARGER)2"(#5 BARS OR SMALLER)1 1/2"FOOTINGS AND SLABS (PERMANENTLY EXPOSED TO EARTH)3"GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITYAND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENTSUPPORT AND STIFFENERS ARE SAFELY INSTALLED.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OFCONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLYINDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILSSHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITHARCHITECTURAL AND ELECTRICAL DRAWINGS FOR BIDDING ANDCONSTRUCTION.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONSAND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION.DESIGN LOADSRISK CATEGORY = IIWIND LOAD: (OTHER STRUCTURE)BASIC WIND SPEED = 97 MPH (3-SECOND GUST)EXPOSURE "B"TOPOGRAPHIC FACTOR = 1.00SEISMIC LOAD: (COMPONENTS)SDS = 1.098g, SD1 = 0.572gSITE CLASS "DEFAULT D"IMPORTANCE FACTOR = 1.0SEISMIC DESIGN CATEGORY "D"CODEALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTIONSHALL CONFORM TO THE DRAWINGS AND THE IBC, 2018 EDITION.STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL BETHE LATEST EDITION.SPECIAL INSPECTIONSSPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2018 SECTION1704.OTHER:REINFORCING STEEL & CONCRETE PLACEMENTPOST INSTALLED ANCHORS INTO CONCRETE0APV.:CURRENT ISSUE DATE:LICENSURE:07-19-22DRAWN BY:LJSCHK.:PROJECT INFO:REV:ISSUED FOR:PERMITDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:KZJDGPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:21-23011E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM07-19-22PERMITLJS0COMCAST KENT18809 116TH AVE SERENTON, WA 98058KING COUNTYNELANOISPRFSEOE46939RNE
IG FOE
ASTT
NGITNOWHSANOSIGBA
NOJ
NAHT
D.STRUCTURAL ENGI
NEER22x34 SCALE: 3/16" = 1'-0"11x17 SCALE: 3/32" = 1'-0"2FOUNDATION PLANPLAN NORTH
FINISHGRADE3" CLRTYP3"
CLR CONC FOUNDATION#5 @ 10" O.C. EA WAY,TOP & BOTUNDISTURBEDNATIVE SOIL, TYP1/2" CHAMFER6" COMPACTED AGGREGATETO 95% MAX UNIT WEIGHT,PER ASTM D1557LANDSCAPEWEED BARRIER1'-0"
MIN
1'-2"ANCHORAGE BOLT,PER TABLECONC FOUNDATIONEQUIPMENT CABINET,GENERATOR ORSHELTER BASEMIN EMBEDPER TABLE4'-0"CONC SLAB3"CLR
15'-0"CONC SLAB#5 @ 10" O.C. EA WAYCONC SLAB6-OUTLINE OF BBU CABINETSW/ (4) ANCHORS EA (*)3"CLR7-5'-0"CONC SLAB10"CLR14'-0"CONC SLAB 6"CLR #5 @ 10" O.C. EA WAYCONC SLABOUTLINE OFGENERATORW/ (10) ANCHORS (*)6-7-3'-6"CONC SLAB 3"CLR 2'-6"CONC SLAB3"CLR#5 @ 10" O.C. EA WAY,CONC SLAB6-OUTLINE OFEQUIPMENT CABINETW/ (4) ANCHORS EA (*)7-11'-6"CONC SLAB6"CLR25'-6"
CONC SLAB
6"
CLR#5 @ 10" O.C. EA WAY,6" CONC SLABW/ DOWNTURNED EDGEOUTLINE OFEQUIPMENT SHELTERW/ (10) ANCHORS (*)2-THICKENED EDGE7-1'-6"FINISHGRADE3" CLRTYP3"
CLR
1'-0"
MIN
1'-2"CONC FOUNDATIONUNDISTURBEDNATIVE SOIL, TYP1/2" CHAMFER6" COMPACTEDAGGREGATE TO95% MAX UNIT WEIGHT,PER ASTM D1557LANDSCAPEWEED BARRIER(2) #5 CONTINUOUS REBAR#5 @ 10" O.C.EA WAY @ MID DEPTH#4 TIE @ 18" O.C.8.5126"3"CLR
S-1.1STRUCTURAL DETAILS22x34 SCALE: 1" = 1'-0"11x17 SCALE: 1/2" = 1'-0"6CONCRETE FOUNDATION SECTION22x34 SCALE: 3" = 1'-0"11x17 SCALE: 1 1/2" = 1'-0"7TYPICAL ANCHORAGE0APV.:CURRENT ISSUE DATE:LICENSURE:07-19-22DRAWN BY:LJSCHK.:PROJECT INFO:REV:ISSUED FOR:PERMITDATE:ISSUED FOR:BY:DRAWING TITLE:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSIS PROPRIETARY BY NATURE. ANY USE OR DISCLOSUREOTHER THAN WHICH IS RELATED TO NAMED CLIENT ISSTRICTLY PROHIBITED.DRAWING NUMBER:CEI JOB NUMBER:PLANS PREPARED BY:KZJDGPROPRIETARY INFORMATION:JURISDICTIONAL APPROVAL:21-23011E N G I N E E R I N G , I N C .16928 WOODINVILLE-REDMOND RD NE, SUITE 210WOODINVILLE, WA 98072PHONE: 425.487.1732WWW.CORNERSTONE-ENGR.COM07-19-22PERMITLJS0COMCAST KENT18809 116TH AVE SERENTON, WA 98058KING COUNTYNELANOISPRFSEOE46939RNE
IG FOE
ASTT
NGITNOWHSANOSIGBA
NOJ
NAHT
D.STRUCTURAL ENGI
NEER22x34 SCALE: 3/8" = 1'-0"11x17 SCALE: 3/16" = 1'-0"4BBU SLAB PLAN22x34 SCALE: 3/8" = 1'-0"11x17 SCALE: 3/16" = 1'-0"3GENERATOR SLAB PLAN22x34 SCALE: 3/4" = 1'-0"11x17 SCALE: 3/8" = 1'-0"5ATS SLAB FOUNDATION(*) = COORDINATE ANCHORAGE LOCATIONW/ MANUFACTURER'S SPECIFICATIONS22x34 SCALE: 3/8" = 1'-0"11x17 SCALE: 3/16" = 1'-0"1CONCRETE EQUIPMENT SHELTER PLAN22x34 SCALE: 1" = 1'-0"11x17 SCALE: 1/2" = 1'-0"2THICKENED SLAB EDGE (EQUIPMENT SHELTER)22x34 SCALE: NTS11x17 SCALE: NTS8NOT USED(*) = COORDINATE ANCHORAGE LOCATIONW/ MANUFACTURER'S SPECIFICATIONS(*) = COORDINATE ANCHORAGE LOCATIONW/ MANUFACTURER'S SPECIFICATIONSITEMANCHOR BOLTEMBEDQUANTITYSHELTERM123.15"10BBU CABINETM204.92"4GENERATORM163.94"10ATS CABINETM123.15"4ANCHOR BOLT TABLE(*) = COORDINATE ANCHORAGE LOCATIONW/ MANUFACTURER'S SPECIFICATIONS
DC CABLE MANAGEMENT:PASS THROUGH FOR FOR 2-IN •AND 4-IN NOMINAL CHASEBOTH SIDES•REMOVABLE PLATES•
4K BTU AIR CONDITIONING SOLUTION:ACU MAX CURRENT = 13.8A•ACU VOLTAGE = 115V•HEATER SIZE = 1500W / 5115 BTU @ 120V•WASHABLE ALUMINUM MESH FILTER •
ULTRA LIGHT GRAYFOR OPTIMUM SOLAR ABSORPTIVITY
ALUMINUM 5052 .090 THICK
(NOT SHOWN)EXTERNAL AND INTERNAL GROUNDING SYSTEM
DUAL 4K AIR CONDITIONERS WITH 1500W HEATERS
1200A INTERIOR BUSS
MULTI-LEVEL INTERNAL CABLE SUPPORT SYSTEM
REMOVABLE CENTER POST AND DOOR SILS FOR BATTERY INSTALLATION AND MAINTENANCE
PASSIVE HYDROGEN EVACUATION SYSTEM
OPTIONAL ALARM MODULE:TELSEC MINI PRO•TELSEC MINI PRO-16•
LED LIGHT SWITCH
AC COMPONENT •DISCONNECT RECEPTACLESGFI PROTECTED •CONVIENENCE OUTLET
AC FEED JUNCTION BOX
DETAIL ASCALE 1 : 4
28.0
OPENING
61.0 OPENING
WITH POST REMOVED
85.0
OPENING WITH
SIL REMOVED
82.7
OPENING
VAULTFLEX, DUALBAY, LARGE, DUAL AC
DRAWN REV.ECN DESCRIPTION APPR.OP APR DATE
EM 01 CHANGE HEATER TO 1500W 10/04/17
B
SIZE
VFX DB LG
Byard Taylor 04/27/2016
D MIEL
THIRD ANGLE PROJECTION
ANGLE TOLERANCE
X 1
UNLESS OTHERWISE SPECIFIED,DIMENSIONS ARE IN INCHES.TOLERANCES AS NOTED.
DO NOT SCALEDRAWING ENGR/DSGNR DATE
THIS DRAWING AND THE INFORMATION CONTAINED THEREONIS SUBMITTED CONFIDENTIALLY AND IS THE PROPERTY OFPURCELL SYSTEMS. USE, REPRODUCTION, OR DISCLOSUREOF THE CONTENT OF THIS DRAWING OR ANY PORTION THEREOFFOR ANY PURPOSE MUST BE APPROVED IN WRITING BYPURCELL SYSTEMS.
DATEDRAWN BY
PART NUMBER
DESCRIPTION
01
PROJECT -
CHECKED BY DATE04/28/2016J HOFFMAN
05/05/2016
SHEET 1 OF 3SCALE1:20
A
B
C
D
12345678
D
C
B
A
8 7 6 5 4 3 2 1
REV.
CUSTDRW,VAULTFLEX,DUALBAY,LARGE, DUAL AC
16125 E Euclid Spokane Valley WA 99216
Ph:509-755-0341 Fax:509-755-0345
87.8
FRONT
65.8
TOP VIEW
47.8
21.3
6.0
74.7
6.0
11.0 36.8
RIGHT
108.0
68.5
TOP VIEW:DOORS OPEN
59.5 4.0 2.8
29.0
4X .75
CLEARANCE HOLE
BOTTOM VIEW:ENCLOSURE MOUNTING LOCATIONS B
SIZE
VFX DB LGTHE DRAWING AND INFORMATION CONTAINED HEREIN ISTHE CONFIDENTIAL PROPRIETARY PROPERTY OF PURCELLSYSTEMS AND MAY BE PROTECTED BY PATENT APPLICATIONPENDING WITH THE UNITED STATES PATENT AND TRADEMARKOFFICE. ANY REPRODUCTION IN PART OR WHOLE WITHOUTWRITTEN EXPRESSED PERMISSION OF PURCELL SYSTEMSIS STRICTLY PROHIBITED.
PART NUMBER
DESCRIPTION
01
SHEET 2 OF 3SCALE1:24
A
B
C
D
12345678
D
C
B
A
8 7 6 5 4 3 2 1
REV.
CUSTDRW,VAULTFLEX,DUALBAY,LARGE, DUAL AC
SEALPROJECT INFORMATIONSHEETREV.FILENAMEDWG NO:TITLE:DRAWN BY:DATE:CHECKED BY:DATE:SCALE:Headquarters & Manufacturing5887 Monument DriveGrants Pass, OR 97526541/479-4622F:541/479-5289www.shelter1.comNOTICE: THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF SHELTER ONE AND SHOULD BE TREATED AS SUCH.NO ONE MAY COPY, REPRODUCE, TRANSMIT OR DISTRIBUTE THIS DOCUMENT IN ANY PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SHELTER ONE OR IT'S DESIGNATED AGENTS.1:40A1Energy Sys Kent WA.vwxEXTERIOR ELEVATIONSAPPROVED:DATE:NJY 3/22/22TBDENERGY SYSTEMSKENT WASHINGTONC8X11.5C8X11.5NOTES:1. SHELTER IS DESIGNED FOR A SLAB TYPE FOUNDATION.2. EXTERIOR CLADDING TO BE 24 GA. PREFINISHED STEEL, COLOR - (STANDARD WHITE).3. EXTERIOR TRIM TO BE MATCHING 24 GA STEEL4. SKID TO BE EPOXY PAINTED COLOR - (WHITE).5. DURO-LAST ROOFING MEMBRANE - COLOR - (WHITE).2-0X8-0DOOR #3B2-0X8-0DOOR 3A2-0X8-0DOOR #2B2-0X8-0DOOR #2A2-0X8-0DOOR #6B2-0X8-0DOOR #6A2-0X8-0DOOR #5B2-0X8-0DOOR #5A40100401003-0X7-0DOOR#1200A, 1PH 30 POSNEMA 3R LOAD CENTERGFCI APPROX. 139 1/2126257106 1/21204893 1/236 11/161836 11/16FRONTRIGHTREARLEFT200A 1PH 30 POSLOAD CENTER NEMA 3R293 11/163-POINT CAMLATCH SYSTEMEXTER PADLOCKHANDLE, TYP 4 PLC120WX17DX12 CANOPYALUM (REMOVE FOR SHIPPING)48WX36DX12 CANOPYALUM (REMOVE FOR SHIPPING)WELDED GUSSETLIFTING / SHIPPING TIE-DOWN POINTTYP (4) PLCPHOTOCELL APPROX. 180 11/16 APPROX. 133 1/8CLADDING SEAMS, TYPINTERIOR HVAC PLENUMINTERIOR HVAC PLENUMCOPPERGND PAD3939AIRSYS28V2B5MR410AACAIRSYS28V2B5MR410AAC163/4" PVC PASSAT 45 DEGREE UPTO INT.FLASHED HVAC WALL OPENINGS (6) PLCS TYP WITH SHIPPING COVERSHVAC UNITS INSTALLEDBY OTHERS WITHSUPPORT FRAME BASEHVAC UNITS INSTALLEDBY OTHERS WITHSUPPORT FRAME BASE
SEALPROJECT INFORMATIONSHEETREV.FILENAMEDWG NO:TITLE:DRAWN BY:DATE:CHECKED BY:DATE:SCALE:Headquarters & Manufacturing5887 Monument DriveGrants Pass, OR 97526541/479-4622F:541/479-5289www.shelter1.comNOTICE: THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF SHELTER ONE AND SHOULD BE TREATED AS SUCH.NO ONE MAY COPY, REPRODUCE, TRANSMIT OR DISTRIBUTE THIS DOCUMENT IN ANY PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SHELTER ONE OR IT'S DESIGNATED AGENTS.1:60A2Energy Sys Kent WA.vwxINTERIOR ELEVATIONSAPPROVED:DATE:NJY 3/22/22TBDENERGY SYSTEMSKENT WASHINGTONFRONTLEFTRIGHTCEILINGFLOORNOTES:1. ALL CONDUIT TO BE TYPE EMT, SURFACE MOUNTED, MINIMUM SIZE 1/2" UNLESS NOTED OTHERWISE; UPSIZING PERMITTED.2. CONDUIT LOCATIONS INDICATED BY DASHED LINES ARE SUGGESTED AND MAY BE MODIFIED (+ or - 3").3. DIRECTIONS ARE ARBITRARY FOR SHOP ORIENTATION ONLY AND DO NOT RELATE TO ACTUAL SITE DIRECTIONS.4. INTERIOR CLADDING TO BE FRP, COLOR - (STANDARD WHITE).5. FLOORING TO BE COMMERCIAL VINYL TILE WITH GRAY BASE COVE.3-0X7-0DOOR#1PANIC BARCLOSER W/ HO, TYP 6 PLC4x20x1/4 COPPERGROUND BUSS BAR3/4" PVC PASSAT 45 DEGREE DOWNTO EXTER4X4 WIREWAYINTERIOR LEDLIGHTS TYP1261202151203030(2) 6X48 FLASHED OPENINGW/ REMOVABLE ALUMINUMCOVER PLATE9(2) INTER HOT AIR RETURN AIR OPENINGS 20x1237973797HVACPLENUMWALLHEATSMOKESECTION A/AINTERIOR PLENUM WALLINTER FLOOREXTER WALL W/ HVAC STRUCTUREAND FLASHE OPENINGS FOR AIRDUCTS W/ TEMP SHIPPING COVERS28x16COLD AIR SUPPLY DUCTREMOVABLEFRONT LOWER PANELLOWER COLDAIR SUPPLYAREA 120" X54" X 36"UPPER CENTERED COLD AIRSUPPLY AREA 72 " X 27" X 18"WITH 28X16 SUPPLY OPENINGREMOVABLEFRONT UPPER PANELSUPPLY / RETURNDIVIDER365472AAINTERIOR HVAC PLENUMWALL IN (4) REMOVALBEFACE PANELS(6) FLASHED OPENINGSFOR HVAC SUPPLY / RETURN DUCTS
ECO-173968 Sheet 3 of 5
Part Name: A054B564 Revision: C
Drawing Name: A054B565 Revision: C
4 3 2 1
D
C
B
A
3 2 1
D
C
B
A
4
PTC Creo ParametricRR
CKD
FIRST USED ONFOR INTERPRETATION
OF DIMENSIONING AND
TOLERANCING, SEE
APVD
DWNSIM TOUNLESS OTHERWISE SPECIFIED, ALL
DIMENSIONS ARE IN MILLIMETERS
17.50-24.99 +0.30/-0.13
10.00-17.49 +0.25/-0.13
5.00- 9.99 +0.20/-0.10
0.00- 4.99 +0.15/-0.08
DIMHOLEANG TOL
DO NOT SCALE PRINT
SCALE
SITE CODE
C UMMINS POWER GENERATION
SIZE
DWG
E
DATE
A054B564
THIS DOCUMENT (AND THE INFORMATION SHOWN THEREON) IS
CONFIDENTIAL AND PROPRIETARY AND SHALL NOT BE DISCLOSED TO OTHERS
IN HARD COPY OR ELECTRONIC FORM, REPRODUCED BY ANY MEANS, OR
USED FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF CUMMINS INC.
R
NOREVREL NO DATEAPVDCKDDWNREVISION
OF
CAD SHEET
3 4
123
4.8[ ]
186
7.3[ ]
354
13.9[ ]
593
23.3[ ]
832
32.7[ ]
186
7.3[ ]
401
15.8[ ]
617
24.3[ ]
2X 3917
154.2[ ]
2X 915
36[ ]
51
2[ ]
206
8.1[ ]
812
32[ ]
965
38[ ]
ECO-173968 C -- -----CJF MF M WINGFIELD 06DEC17
1X #
0.8 .X #
0.38 .XX#
1.0 1:8 ARROWASME Y14.5-2009
01FEB16
M JAWALE
D HOFMEISTER
D HOFMEISTER
OUTLINE,TANK
REGIONAL
PGF
.
ELECTRICAL
STUB-UP AREA
10
10
7
8
8
ECO-173968 Sheet 1 of 5
Part Name: A054B564 Revision: C
Drawing Name: A054B565 Revision: C
4 3 2 1
D
C
B
A
3 2 1
D
C
B
A
4
PTC Creo ParametricRR
CKD
FIRST USED ONFOR INTERPRETATION
OF DIMENSIONING AND
TOLERANCING, SEE
APVD
DWNSIM TOUNLESS OTHERWISE SPECIFIED, ALL
DIMENSIONS ARE IN MILLIMETERS
17.50-24.99 +0.30/-0.13
10.00-17.49 +0.25/-0.13
5.00- 9.99 +0.20/-0.10
0.00- 4.99 +0.15/-0.08
DIMHOLEANG TOL
DO NOT SCALE PRINT
SCALE
SITE CODE
C UMMINS POWER GENERATION
SIZE
DWG
E
DATE
A054B564
THIS DOCUMENT (AND THE INFORMATION SHOWN THEREON) IS
CONFIDENTIAL AND PROPRIETARY AND SHALL NOT BE DISCLOSED TO OTHERS
IN HARD COPY OR ELECTRONIC FORM, REPRODUCED BY ANY MEANS, OR
USED FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF CUMMINS INC.
R
NOREVREL NO DATEAPVDCKDDWNREVISION
OF
CAD SHEET
1 4
2X 102
4[ ]
2X 1430
56.3[ ]
2X 813
32[ ]
2X 3708
146[ ]
3912
154[ ]
51
2[ ]
TANK HEIGHT
(SEE TABULATION)
966
38[ ]
1016
40[ ]
25
1[ ]
117
4.6[ ]
829
32.6[ ]
3637
143.2[ ]
3812
150.1[ ]
147
5.8[ ]
281
11.1[ ]
CG X
(SEE TABULATION)
CG Y
(SEE TABULATION)
2X 102
4[ ]
2X 813
32[ ]
2X 2279
89.7[ ]
GENSET MODEL
APPLICATION
TANK FEATURE CODE/RUN TIME
C301-2 C303-2 C305-2 C307-2
24 HR 48 HR 72 HR 96 HR
C50 D6C A053L909 A053L911 A053L911 A053L912
C60 D6C A053L909 A053L911 A053L912 A053L912
C80 D6C A053L909 A053L911 A053L912 -
C100 D6C A053L909 A053L911 A053L912 -
C125 D6C A053L909 A053L912 - -
TABULATION
TANK NUMBER TANK HEIGHT
VENT EXTN.
HEIGHT
TANK VOLUME-LITER [GAL]WEIGHT - kg [lb] CG_X CG_Y
TOTAL (EST)USABLE MIN MAX MIN MAX MIN MAX
A053L909 558.8 [22]3082 [121]1038 [274] 948 [250] 607 [1388] 1413 [3113] 2170 [85] 2284 [90] 283 [11.2] 252 [9.9]
A053L911 812.8 [32]3082 [121]1618 [427] 1611 [425] 752 [1657] 2122 [4675] 2170 [85] 2284 [90] 411 [16.2] 392 [15.4]
A053L912 1168 [46]3082 [121]2422 [639] 2369 [625] 952 [2096] 2966 [6534] 2170 [85] 2284 [90] 588 [23.1] 585 [23.0]
ECO-173968 C 1 ADD SHEET 4 CJF MF M WINGFIELD 06DEC17
2 ZONE A-2: 558.8 [22] WAS 457 [18] CJF MF M WINGFIELD 06DEC17
3 ZONE A-2: 812.8 [32] WAS 762 [30] CJF MF M WINGFIELD 06DEC17
4 ADD FLAG NOTE 14 CJF MF M WINGFIELD 06DEC17
5 SEE SHEET 2 CJF MF M WINGFIELD 06DEC17
6 SEE SHEET 2 CJF MF M WINGFIELD 06DEC17
1X #
0.8 .X #
0.38 .XX#
1.0 1:8 ARROWASME Y14.5-2009
01FEB16
M JAWALE
D HOFMEISTER
D HOFMEISTER
OUTLINE,TANK
REGIONAL
PGF
.
NOTES:
1. TANKS ARE UL142 LISTED. SECONDARY CONTAINMENT
FUEL TANK. REFER TO TANK LABELS AND LOCAL CODE
TO DETERMINE VENTING REQUIREMENTS FOR BOTH
COMPARTMENTS.
2. SUBBASE FUEL TANK MOUNTING.
EXCESSIVE TWISTING OF THE FUEL TANK, MAY RESULT
IN STRUCTURAL FAILURE OF THE TANK. TO ENSURE THE
INSTALLATION DOES NOT EXCESSIVELY TWIST THE FUEL
TANK, THE FOLLOWING PROCEDURE MUST BE OBSERVED:
2.1 REFER TO APPLICATION MANUAL T030 FOR
GENERAL SET MOUNTING GUIDELINES.
2.2 AFTER PLACING SET ON FOUNDATION, VERIFY ALL
SIX MOUNTING PADS CONTACT FOUNDATION.
2.3 THERE ARE SHIMS ATTACHED TO EACH FUEL TANK.
THESE ARE INTENDED TO FILL ANY GAP BETWEEN
THE MOUNTING PADS AND FOUNDATION.
2.4 INSERT THE MAXIMUM HEIGHT STACK OF SHIMS
THAT WILL SLIDE INTO THE GAP.
2.5 TIGHTEN TANK HOLD DOWN MOUNTING FASTENERS.
INDICATES PIPE SIZE OF FEATURE OR OPTION INDICATED.
4. DIMENSIONS IN [ ] ARE IN INCHES.
5. FOR IBC SEISMIC CERTIFIED INSTALLATIONS, SEE GENSET
IBC SEISMIC INSTALLATION REQUIREMENTS DRAWING.
FUEL TANK HAS A FLANGE THICKNESS OF UP TO
10 mm [0.394 in], ALLOW EXTRA LENGTH ON HARDWARE
FOR UNEVENESS OF MOUNTING SURFACE. RISER FEATURE
WILL ADD ADDITIONAL 51 mm [2 in].
FUEL TANK PERIMETER IS SHOWN. FOUNDATION SHOULD
BE EXTENDED BEYOND THIS PERIMETER. SEE (T030)
APPLICATION MANUAL - (SEE SHEET 4).
INSTALLATION & REMOVAL LIFTING AND SERVICE ACCESS
CLEARANCE (SUGGESTED MINIMUM) - (SEE SHEET 4).
REMOVABLE STUB-UP ACCESS PANEL.
ELECTRICAL STUB-UP AREA WITH FUEL TANK RISER
FEATURE INSTALLED - (SEE SHEET 4).
MAINTAIN MIN 51 mm [2 in] CLEARANCE ABOVE E-VENT -
(SEE SHEET 2).
12. WEIGHT AND CENTER OF GRAVITY INFORMATION IS
ESTIMATED AND CHANGES WITH TANK FEATURE INSTALLATION.
FILL CAP LOCATED HERE IF OVERFILL PREVENSTION VALVE
IS NOT INSTALLED.
14. EMERGENCY VENT EXTENSIONS ON SHEET 2 COME WITH
OPTIONAL FEATURE C315-2 OR WITH FEATURE L196-2 (CSA),
L224-2 (IBC), OR L225-2 (OSHPD).
10X
2" RISER BLOCK
10X
[O.8]
M16 OR 5/8
BOLT OR STUD
LOW FUEL SWITCH
(1" NPT MALE)
SPARE
(2" NPT MALE PLUG)
FUEL GAUGE
(1-1/2 NPT MALE)
ENGINE RETURN
(1/4 NPT FEMALE)
ENGINE SUPPLY
(1/4 NPT FEMALE)
5 GALLON
SPILL BOX WITH PREVENTION VALVE
(2"NPT MALE"
90% HIGH FUEL
ALARM PANEL
(1" NPT MALE)
NORMAL VENT
(2"NPT MALE)
SPARE
(2" NPT MALE PLUG)
PRIMARY
EMERGENCY VENT
(4"NPT)
SECONDARY
EMERGENCY VENT
(4"NPT)
6X
[0.8]
3
6
7
8
9
10
11
13
6
133
3
3
3 3
3
3
3
3
1
ECO-173968 Sheet 2 of 5
Part Name: A054B564 Revision: C
Drawing Name: A054B565 Revision: C
4 3 2 1
D
C
B
A
3 2 1
D
C
B
A
4
PTC Creo ParametricRR
CKD
FIRST USED ONFOR INTERPRETATION
OF DIMENSIONING AND
TOLERANCING, SEE
APVD
DWNSIM TOUNLESS OTHERWISE SPECIFIED, ALL
DIMENSIONS ARE IN MILLIMETERS
17.50-24.99 +0.30/-0.13
10.00-17.49 +0.25/-0.13
5.00- 9.99 +0.20/-0.10
0.00- 4.99 +0.15/-0.08
DIMHOLEANG TOL
DO NOT SCALE PRINT
SCALE
SITE CODE
C UMMINS POWER GENERATION
SIZE
DWG
E
DATE
A054B564
THIS DOCUMENT (AND THE INFORMATION SHOWN THEREON) IS
CONFIDENTIAL AND PROPRIETARY AND SHALL NOT BE DISCLOSED TO OTHERS
IN HARD COPY OR ELECTRONIC FORM, REPRODUCED BY ANY MEANS, OR
USED FOR ANY PURPOSE WITHOUT WRITTEN CONSENT OF CUMMINS INC.
R
NOREVREL NO DATEAPVDCKDDWNREVISION
OF
CAD SHEET
2 4
51
2[ ]
TANK HEIGHT
(SEE TABULATION)
1480
58.3[ ]
VENT EXTENSION HEIGHT
(SEE TABULATION)
528
20.8[ ]
1111
43.74[ ]
1046
41.181[ ]
534
21[ ]440
17.3[ ]
3456
136.1[ ]
4352
171.3[ ]
2X 3182
125.3[ ]
ECO-173968 C 5 ZONE C-2: ADD FLAG NOTE 14 CALL OUT CJF MF M WINGFIELD 06DEC17
6 ZONE A-3: ADD NOTE "(WITH---EXTENSIONS)"CJF MF M WINGFIELD 06DEC17
1X #
0.8 .X #
0.38 .XX#
1.0 1:8 ARROWASME Y14.5-2009
01FEB16
M JAWALE
D HOFMEISTER
D HOFMEISTER
OUTLINE,TANK
REGIONAL
PGF
.
(WITH VENT EXTENSIONS)
VENT EXTENSION PIPES
(4" NPT MALE)
4X
[2]
LIFTING EYE
VENT EXTENSION PIPE
(2" NPT MALE)
11
14