true land and realty llc bldg shells b &c at the …a6.0 building sections a6.1 building...
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JOB # SET #
BLDG SHELLS B &C AT THE COMPASS
TRUE LAND AND REALTY LLC
2065
2065
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PROJECT TEAM
CLIENT TRUE COMPANY455 NORTH POPLARCASPER, WYOMING 82602ATTN: MARTIN AXLUND
(307) 266-0415
ARCHITECT OF RECORD GSG ARCHITECTURE606 S. DAVID ST.CASPER, WYOMING 82601ATTN: BRITNEY SULZEN, ASSOC. AIA
(307) 234-8968
STRUCTURAL ENGINEER
WEST PLAINS ENGINEERING, INC145 SOUTH DURBIN, SUITE 205CASPER, WYOMING 82601ATTN: JOHN HUNTLEY, P.E.
(307) 234-9484MECHANICAL ENGINEER
ELECTRICAL ENGINEER
CIVIL ENGINEER WlC ENGINEERING AND SURVEYING200 PRONGHORN STREETCASPER, WYOMING 82601ATTN: JASON MEYERS, P.E.
(307) 266-2524
LANDSCAPE ARCHITECT RUSSELL + MILLS STUDIOS INC141 SOUTH COLLEGE AVE., SUITE 104FORT COLLINS, COLORADO 80524ATTN: DARREN DUROUX
(970) 484-8855
CONSTRUCTION MANAGER
CASPAR BUILDING SYSTEMS, INC.1975 OLD SALT CREEK HIGHWAYCASPER, WYOMING 82601ATTN: WES HAYDEN
(307) 235-5690
DRAWING INDEX
GENERAL
A1.1 GENERAL INFORMATIONA1.2 SPECIFICATIONSA1.3 BUILDING CODE DATA A1.4 ARCHITECTURAL SITE PLAN
STRUCTURAL
S1.1
GENERAL NOTES
S2.1S2.2S2.3S2.4S2.5S2.6S2.7
PIER AND GRADE BEAM PLAN - PAD CPIER AND GRADE BEAM PLAN - PAD BFLOOR FRAMING PLAN - PAD CFLOOR FRAMING PLAN - PAD BROOF FRAMING PLAN - PAD CROOF FRAMING PLAN - PAD BENTRANCE ROOF FRAMING PLAN
S4.1S4.2
FOUNDATION DETAILSFOUNDATION DETAILS
ARCHITECTURAL
A3.0 FIRST FLOOR PLANA3.1 ROOF PLAN AND DETAIL
A4.0 PLAN DETAILS
A5.0 EXTERIOR ELEVATIONSA5.1 EXTERIOR ELEVATIONS
A6.0 BUILDING SECTIONSA6.1 BUILDING SECTIONS
A7.0 WALL SECTIONSA7.1 WALL SECTIONSA7.2 WALL SECTION DETAILS
A10.0 DOOR SCHEDULE AND DETAILS
A11.0 WINDOW SCHEDULE AND DETAILS
MECHANICALM0.1
M1.1M1.2
M2.1M2.2
M3.1M3.2
M4.1
M5.1M5.2
MECHANICAL COVER SHEET
BELOW FLOOR WASTE & VENT PLANSWASTE & VENT PLANS
BELOW FLOOR DOMESTIC PIPING PLANSDOMESTIC PIPING PLANS
HVAC FLOOR PLANSHVAC ROOF PLANS
MECHANICAL DETAILS AND SCHEDULES
SPECIFICATIONSSPECIFICATIONS
S3.0S3.1 S3.2
STANDARD GRADE BEAM DETAILSSTANDARD FOUNDATION DETAILSSTANDARD STEEL DETAILS
LOCATION MAP
(N.T.S.)
PROJECT SITE
NORTH
SITE ADDRESS
4140 CENTENNIAL HILLS BLVDCASPER , WYOMING 82609
GSG ARCHITECTURE606 S. DAVID ST.CASPER, WYOMING 82601ATTN: NICK ZIMMERMAN, P.E.
(307) 234-8968
WEST PLAINS ENGINEERING, INC145 SOUTH DURBIN, SUITE 205CASPER, WYOMING 82601ATTN: ANDREW MAXWELL
(307) 234-9484
S5.0 FRAMING DETAILS
ELECTRICALE0.1
E1.1
E2.1
E3.1
E4.1
ELECTRICAL COVER SHEET
ELECTRICAL SITE PLAN
LIGHTING FLOOR PLANS
POWER/SIGNAL FLOOR PLANS
ELECTRICAL DETAILS, SCHEDULES & SPECIFICATIONS
SYMBOLS
NORTHNORTH ARROW
0
01
A GRID SYMBOLS
1
A101
1
A101BUILDING SECTIONS
1
A101WALL SECTIONS
A101
1ENLARGED FLOOR PLAN &PLAN DETAIL CALLOUTS
NameElevation ELEVATION SYMBOL
ROOM NAME
230 ROOM DESIGNATION
101 DOOR NUMBER
WINDOW NUMBER
A101
1 Ref
1
Ref
1
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1 Ref
ELEVATIONS
1 KEY NOTE DESIGNATION
WALL TAG DESIGNATION
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EQUIPMENT/ACCESSORY1
1
A101DETAIL SECTIONS
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Date:xx/xx/xxxx
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11/07/19
No. Revision Description Date
03 0505 VAPOR BARRIER:
1. STEGO INDUSTRIES LLC; STEGO WRAP VAPOR BARRIER (15 MIL): A. WATER PERMEANCE NO MORE THAN 0.10 PERMS, MAX. B. COMPLIES WITH ASTM E1745 CLASS A.
04 0511 MASONRY MORTAR
1. LAMBERT CORPORATION PIGMENT FOR MORTAR COLOR.A. COMPLY WITH ASTM C 979.
04 7300 STONE VENEER
1. ELDERADO STONE, LLC; MOUNTAIN LEDGE COLOR SIERRA, NATIONAL PROFILE.A. PROVIDE STONE ACCESSORIES: CORNERS, CAPS AND SILLS; TO MATCH
STONE COLORING.
07 1400 FUID-APPLIED DAMPPROOFING
1. DECO PRODUCTS, INC.; DECO 20 DAMPPROOF COATING.
07 2100 THERMAL INSULATION
1. INSULATION AT PERIMETER OF FOUNDATION: EXTRUDED POLYSTYRENE BOARD. DOW CHEMICAL CO.;A. FLAME SPREAD INDEX OF 25 OR LESS AND SMOKE DEVELOPED INDEX 450
OR LESS, WHEN TESTED IN ACCORDANCE OF ASTM E84. B. MINIMUM R-5 PER INCH OF THICKNESS OF 48 X 96-INCH BOARD SIZE.
2. INSULATION OVER METAL STUD FRAMED WALLS AND UNDER STONE VENEER, CONTINUOUS: EXTRUDED POLYSTYRENE BOARD. DOW CHEMICAL CO.; A. FLAME SPREAD INDEX OF 25 OR LESS AND SMOKE DEVELOPED INDEX 450
OR LESS, WHEN TESTED IN ACCORDANCE OF ASTM E84. B. MINIMUM R-5 PER INCH OF THICKNESS OF 48 X 96-INCH BOARD SIZE.
3. INSULATION OVER ROOF DECK: POLYISOCYANURATE BOARD FACED WITH ORIENTED STRAND BOARD. A. FIRESTONE BUILDING PRODUCTS: HAILGARD COMPOSITE BOARD WITH ISO
95+ GL INSULATION. B. COMPLYING WITH ASTM C1289; TYPE V, ORIENTED STRAND BOARD (OSB)
ONE FACE, GLASS FIBER MAT FACE ON ONE SIDE. C. TWO LAYERS REQUIRED TO ACHIEVE 4.5-INCH TOTAL OVERALL THICKNESS
WHICH INCLUDES THE OSB. D. THERMAL RESISTANCE OF R-25.6.
07 2500 WEATHER BARRIERS
1. DU PONT CORPORATION; TYVEKA. AIR PENETRATION TYPE 1 IN ACCORDANCE WITH ASTM E 1677. WATER
VAPOR TRANSMISSION OF 30 PERMS IN ACCORDANCE WITH ASTM E 96, METHOD B. WATER PENETRATION RESISTANCE OF 235 CM IN ACCORDANCE WITH AATCC, METHOD 127. BASIS WEIGHT 2.4 OZ/YD2 IN ACCORDANCE WITH TAPPI, METHOD T-410. AIR INFILTRATION RESISTANCE AT >750 SECONDS IN ACCORDANCE WITH TAPPI, METHOD T-460. TENSILE STRENGTH OF 33/41 LBS./IN. IN ACCORDANCE WITH ASTM D822, METHOD A.
B. SURFACE BURNING CHARACTERISTIC: CLASS A IN ACCORDANCE WITH ASTM E 84. FLAME SPREAD: 15, SMOKE DEVELOPMENT: 25.
07 4113 METAL ROOF PANELS1. FIRESTONE BUILDING PRODUCTS; UNA-CLAD UC-6.
A. PROVIDE COMPLETE ENGINEERED SYSTEM COMPLYING WITH SPECIFIED REQUIREMENTS AND CAPABLE OF REMAINING WEATHERTIGHT WHILE WITHSTANDING ANTICIPATED MOVEMENT OF SUBSTRATE AND THERMALLY INDUCED MOVEMENT OF ROOFING SYSTEM.
B. FACTORY FORMED PANELS WITH FACTORY-APPLIED FINISH.C. STEEL PANELS: SMOOTH ZINC COATED STEEL CONFORMING TO ASTM
A653/A653M; MINIMUM G90 GALVANIZING. MINIMUM 22 GAGE.D. STANDING SEAM PROFILE WITH MINIMUM 2.0-INCH SEAM HEIGHT;
CONCEALED CORROSION RESISTANT FASTENER SYSTEM FOR FIELD SEAMING WITH SPECIAL TOOL, 16 INCHES ON CENTER. FULL LENGTH OF ROOF SLOPE WITHOUT HORIZONTAL JOINTS.
2. UNDERLAYMENT CLAD-GARD SA: SELF ADHERING RUBBER-MODIFIED ASPHALTSHEET COMPLYING WITH ASTM D1970/D1970M; MINIMUM 22 MIL TOTAL THICKNESS.
3. FINISH WARRANTY OF MINIMUM 20 YEAR PERIOD FROM DATE OF SUBSTANTIAL COMPLETION. INCLUDING FAILURE OF FACTORY-APPLIED EXTERIOR FINISH ON METAL ROOF PANELS AND AGREEING TO REPAIR OR REPLACE PANELS THAT SHOW EVIDENCE OF FINISH DEGRADATION, INCLUDING SIGNIFICANT FADING, CHALKING, CRACKING, OR PEELING.
4. WATERPROOFING WARRANTY OF MIN. 25 YEAR PERIOD FROM DATE OF SUBSTANTIAL COMPLETION. INCLUDING WEATHERTIGHTNESS AND AGREEMENT TO REPAIR OR REPLACE ROOFING THAT FAILS TO KEEP OUT WATER WITHIN SPECIFIED WARRANTY PERIOD.
07 4213 METAL SOFFIT PANEL
1. FIRESTONE METAL PRODUCTS; UNA-CLAD UC-500 FLUSH PANEL. PRE-COATED, HOT-DIPPED GALVANIZED STEEL SHEET, ASTM A635/A635M WITH G90/Z275 COATING; CONTINUOUS COIL-COATING ON EXPOSED SURFACES WITH SPECIFIED FINISH COATING AND ON PANEL BACK WITH SPECIFIED PANEL BACK COATING.A. EXTERIOR PANELS: VERTICAL, DOUBLE-INTERLOCKED, TIGHT FITTING,
SEALED WITH CONTINUOUS GASKETS. PRECOATED SMOOTH 22 GAUGE STEEL SHEET, 12-INCH WIDTH BY 1” THICK.
B. SOFFIT PANELS: VERTICAL, DOUBLE-INTERLOCKED, TIGHT FITTING, SEALED WITH CONTINUOUS GASKETS. PRECOATED SMOOTH 22 GAUGE STEEL SHEET, 12-INCH WIDTH BY 1” THICK.
07 4213 METAL WALL PANELS
1. CITADEL ARCHITECTURAL PRODUCTS: METAL COMPOSITE MATERIAL (MCM) ENVELOPE 2000.A. FACE: .024" (MIN) PREFINISHED SMOOTH ALUMINUM. CORE: .105"
THERMOSET PHENOLIC RESIN. BACK: .010" PRIMED SMOOTH ALUMINUM.B. THICKNESS: 4MM (NOMINAL) C. SIZE: 60” X 144”D. FINISH POLYVINYLIDENE FLUORIDE (PVDF): KYNAR 500® COATING USING 70%
RESIN. FINISH SHALL BE IN CONFORMANCE WITH AAMA 2605.E. COLOR SELECTED BY OWNER.
2. REVEAL (RV) SYSTEM DESCRIPTION: FIELD-ASSEMBLED INSTALLATION SYSTEM CONSISTING OF METAL COMPOSITE MATERIAL (MCM), TRIM MOLDINGS, SILICONE SEALANT, AND ACCESSORIES TO PROVIDE A BARRIER SYSTEM.A. CRAX-1 HORIZONTAL / VERTICAL (REVEAL)B. CRAX-3 PERIMETER JC. CRAX-4 INSIDE CORNERD. CRAX-5 OUTSIDE CORNER
3. WARRANTY: PANEL COMPOSITION WARRANTY OF 5 YEARS. KYNAR FINISH WARRANTY OF 20 YEARS.
07 4643 COMPOSITE SIDING
1. LP SMART SIDING: STRAND PANEL SIDING: 76 SERIES. TEXTURE: EMBOSSED ROUGH-SAWN CEDAR. EXTERIOR-GRADE PHENOLIC RESIN-SATURATED PAPER OVERLAY LAMINATED TO EPA-REGISTERED ZINC-BORATE-PRESERVATIVE-TREATED ENGINEERED WOOD SIDING; STRUCTURALLY RATED; AWPA COMPLIANT; EXPOSED EDGES SEALED FOR MOISTURE RESISTANCE; ACRYLIC PRIMED FOR PAINTING.A. FIRE RATING: 1 HOUR PER ASTM E119; ASTM E 84 CLASS C FLAME SPREADB. GROOVES: CHANNEL GROOVES 3/8 INCH, 8 INCHES O.C.. NOMINAL
THICKNESS: 3/8 INCH (9.5 MM). LENGTH: 8 FEET (2438 MM). BOARD WIDTH: 48 INCHES (1220 MM) NOMINAL.
C. EDGES: SHIPLAP.
07 5400 THERMOPLASTIC MEMBRANE ROOFING
1. KEYTONE ETHYLENE ESTER (KEE) SHEET ROOFING AND SYSTEM DEPENDENT ACCESSORIES: FIEBERTITE 50 XT MEMBRANE SYSTEM AS MANUFACTURED BYSEAMAN CORPORATION. THICKNESS: 50 MILS, NOMINAL AND THE FOLLOWING MINIMUM PHYSICAL PROPERTIES:A. THICKNESS: PER ASTM D-751; 50 MILS, NOMINAL.B. TENSILE STRENGTH: PER ASTM D-882 AND ASTM D-751 ; 8500 PSIC. BREAKING STRENGTH: PER GRAB METHOD; 450 LBS.D. TEAR STRENGTH (8" X 10" SAMPLE): PER ASTM D-751; 445 LBS.E. PUNCTURE RESISTANCE:PER ASTM D751, BURSTING STRENGTH, 350 LBS.F. DIMENSIONAL STABILITYASTM D-12040.5%G. LOW TEMPERATURE: ASTM D-2136; -40FH. ACCELERATED WEATHERING: PER CARBON ARC WITH WATER SPRAY; 5,000
HOURS – NO CRACKING, BLISTERING, OR CRAZINGI. OIL RESISTANCE: PER MIL-20696C; NO SWELLING, CRACKING OR LEAKINGJ. HYDROCARBON RESISTANCE: PER MIL-C-20696C; NO SWELLING, CRACKING
OR LEAKINGK. SEAM STRENGTH: PER ASTM D-751; 100% OF FABRICL. COATING ADHESION: PER ASTM D-751; CANNOT INITIATE COATING PEELM. COLOR: STANDARD OFF-WHITE.
2. COVER BOARD: ASTM C 1177, GLASS-MAT, WATER-RESISTANT GYPSUM SUBSTRATE, 1/2 INCH THICK. DENSDECK PRIME ROOF BOARD BY GEORGIA PACIFIC.
3. POLYISOCYANURATE BOARD INSULATION: RIGID CELLULAR FOAM, COMPLYING WITH ASTM C 1289, TYPE II, CLASS 1, GRADE 2 WITH THE FOLLOWING CHARACTERISTICS:A. COMPRESSIVE STRENGTH: 20 PSIB. BOARD SIZE: 48 X 96 INCH.C. BOARD THICKNESS: 2" INCHES TOTAL.D. BOARD EDGES: SQUAREE. MATERIAL THERMAL RESISTANCE: R - 5.7 / INCH INSTALLED.F. R-VALUES AS STATED SHALL NOT BE ACHIEVED BY 'AGED' R-VALUE
COMPUTATIONS BUT SHALL BE PER THE MANUFACTURER'S DESIGN CALCULATIONS PER INCH OF THICKNESS PROVIDED FOR NEW PRODUCTS. IN GENERAL, PROVIDE PREFORMED ROOF INSULATION BOARDS THAT COMPLY WITH REQUIREMENTS AND REFERENCED STANDARDS.
4. TAPERED INSULATION SYSTEM: SAME CORE MATERIAL AND PROPERTIES AS BOARD INSULATION. PREMANUFACTURED TAPERING SYSTEM.
5. WARRANTY: WATER TIGHTNESS WARRANTY OF 20 YEARS AND 1 ½” HAIL WARRANTY FOR 20 YEARS. WARRANTY SHALL INCLUDE 85 MPH WIND DAMAGE CLAUSE TO REPAIR DAMAGE BY WINDS UP TO 85 MPH AS SUBSTANTIATED BY THE NEAREST CERTIFIED WEATHER STATION.
07 6200 SHEET METAL FLASHING AND TRIM
1. PRE-FINISHED GALVANIZED STEEL: ASTM A653/A653M, WITH G90/Z275 ZINC COATING; MINIMUM 22 GAUGE, SHOP PRE-COATING WITH POLYVINYLIDENE FLUORIDE COATING.
2. FASTENERS TO BE SAME MATERIAL AND FINISH AS FLASHING METAL, WITH SOFT NEOPRENE WASHERS.A. SEALANT TO BE CONCEALED IN COMPLETED WORK: NON-CURING BUTYL
SEALANT. SEALANT EXPOSED IN COMPLETED WORK: ASTM C920; ELASTOMERIC SEALANT, 100 PERCENT SILICONE WITH MINIMUM MOVEMENT CAPABILITY OF PLUS/ MINUS 25 PERCENT AND RECOMMENDED BY MANUFACTURER FOR SUBSTRATES TO BE SEALED. CLEAR.
B. REGLETS: SURFACE MOUNTED TYPE, GALVANIZED STEEL.3. GUTTERS AND DOWNSPOUTS: RECTANGULAR PROFILE. SIZE FOR RAINFALL
INTENSITY DETERMINED BY A STORM OCCURRENCE OF 1 IN 10 YEARS IN ACCORDANCE WITH SMACNA (ASMM).
07 7200 ROOF ACCESSORIES
1. SNO GEM: 2” ICLAD-S SNOW RETENTION SYSTEM FOR STANDING SEAM ROOFS. FINISH TO BE POLYURETHANE COATING, COLOR TO MATCH ROOF.A. CLAMPS FOR STANDING SEAM ROOF TO BE STANDARD ON EVERY PANEL
WITH MAXIMUM SPACING OF 24 INCHES. STAINLESS STEEL CLAMPS ATTACHED TO STANDING SEAMS OF ROOF PANELS; FOR ATTACHMENT OF SNOW GUARD BRACKETS PER THE MANUFACTURE’S REQUIREMENTS.
2. WARRANTY: CORRECT DEFECTIVE WORK WITHIN A 25 YEAR PERIOD OR UNTIL THE ROOF IS NO LONGER SERVICEABLE.
08 1113 HOLLOW METAL DOORS AND FRAMES
1. REQUIREMENTS FOR ALL DOORS AND FRAMES: STEEL USED FOR FABRICATION OF DOORS AND FRAMES SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING REQUIREMENTS; GALVANNEALED STEEL CONFORMING TO ASTM A653/A653M, COLD-ROLLED STEEL CONFORMING TO ASTM A1008/A1008M, ASTM A1011, COMMERCIAL STEEL (CS).A. ACCESSIBILITY: COMPLY WITH ICC A117.1 AMD ADA STANDARDS.B. DOOR TOP CLOSURES: FLUSH TO TOP OF FACES AND EDGES.C. DOOR EDGE PROFILE: BEVELED ON STOP EDGE ONLY.D. DOOR TEXTURE: SMOOTH FACES.E. GLAZING LIGHTS: STOPS ON CORRIDOR OR NON-OFFICE/ROOM SIDE; SIZES
AND CONFIGURATIONS AS INDICATED ON DRAWINGS.F. HARDWARE PREPERATION: IN ACCORDANCE WITH BHMA A156.115, WITH
REINFORCEMENT WELDED IN PLACE, IN ADDITION TO OTHER REQUIRMENTS SPECIFIED IN DOOR GRADE STANDARD.
G. GALVANIZING FOR UNITS IN WET AREAS AND AREAS WHERE WATER WILL BEUSED AND COULD POTENTIALLY BE SPRAYED ON DOORS: COMPONENTS HOT-DIPPED ZINC-IRON ALLOY-COATED (GALVANNEALED) IN ACCORDANCE WITH ASTM A653/A653M, WITH MANUFACTURER'S STANDARD COATING THICKNESS
H. BASED ON SDI STANDARDS: PROVIDE AT LEAST A40/ZF120 (GALVANNEALED) WHEN NECESSARY, COATING NOT REQUIRED FOR TYPICAL INTERIOR DOOR APPLICATIONS, AND AT LEAST A60/ZF180 (GALVANIZED)FOR CORROSIVE LOCATIONS.
I. BASED ON NAAMM HMMA CUSTOM GUIDELINES: PROVIDE AT LEAST A25/ZF75(GALVANNEALED) FOR INTERIOR APPLICATIONS, AND AT LEAST A60/ZF180(GALVANIZED) FOR CORROSIVE LOCATIONS.
2. FINISH: FACTORY PRIMED, FOR FIELD FINISHING.3. EXTERIOR DOOR GRADE: ANSI/SDI A250.8 (SDI-100); LEVEL 3 - EXTRA HEAVY-DUTY,
PHYSICAL PERFORMANCE LEVEL A, MODEL 2 - SEAMLESS.A. MODEL 2 - SEAMLESS.B. DOOR FACE METAL THICKNESS: 16 GAGE, 0.053 INCH, MINIMUM.C. ZINC COATING: A60/ZF180 GALVANNEALED COATING; ASTM A653/A653M.D. CORE: POLYSTYRENE.E. DOOR THERMAL RESISTANCE: R-VALUE OF 6.0 MINIMUM, FOR INSTALLED
THICKNESS OF POLYSTYRENE.F. DOOR THICKNESS: 1-3/4 INCH, NOMINAL.G. GALVANIZING: COMPONENTS HOT-DIPPED ZINC-IRON ALLOY-COATED
(GALVANNEALED) IN ACCORDANCE WITH ASTM A653/A653M, WITH MANUFACTURER'S STANDARD COATING THICKNESS.
08 3100 ACCESS DOORS AND PANELS
1. BILCO COMPANY TYPE K/KD, ALUMINUM ANGLE FRAME. FACTORY FABRICATED, FULLY ASSEMBLED UNITS WITH CORNER JOINTS WELDED, FILLED, AND GROUND FLUSH; SQUARE AND WITHOUT RACK OR WARP; COORDINATE REQUIREMENTS WITH TYPE OF INSTALLATION ASSEMBLY BEING USED FOR EACH UNIT. SIZE 36”X36”.A. DESIGN LOAD: DESIGN TO SUPPORT LIVE LOAD OF 150 LB/SQ FT WITH
DEFLECTION NOT TO EXCEED 1/150 OF SPAN.B. OPERATION: MANUAL OPENING. OPERATION OF THE COVER SHALL BE
SMOOTH AND EASY WITH CONTROLLED OPERATION THROUGHOUT THE ENTIRE ARC OF OPENING AND CLOSING.
C. COVER PATTERN: 1/4" (6MM) DIAMOND TREAD PLATE.D. FRAME: SHALL BE EXTRUDED ALUMINUM WITH STRAP ANCHORS BOLTED TO
THE EXTERIOR.E. HINGES: SHALL BE SPECIFICALLY DESIGNED FOR HORIZONTAL
INSTALLATION AND SHALL BE BOLTED TO THE UNDERSIDE OF COVER.F. LIFTING MECHANISMS: CAM-ACTION HINGES SHALL PIVOT ON TORSION
BARS TO PROVIDE, SMOOTH, EASY AND CONTROLLED COVER OPERATION THROUGHOUT THE ENTIRE ARC OF OPENING AND TO ACT AS A CHECK IN RETARDING DOWNWARD MOTION OF THE COVER WHEN CLOSING. LIFT HANDEL: REMOVABLE.
G. HARDWARE: SHALL BE TYPE 316 STAINLESS STEEL.H. FINISH: MILL FINISH.
08 4313 ALUMINUM FRAMED STORFRONTS
1. KAWNEER TRIFAB CG 451T. FACTORY FABRICATED, FACTORY FINISHED ALUMINUM FRAMING MEMBERS WITH INFILL, AND RELATED FLASHINGS, ANCHORAGE AND ATTACHMENT DEVICES.A. GLAZING POSITION: CENTERED (FRONT TO BACK).B. VERTICAL MULLION DIMENSIONS: 2 INCHES WIDE BY 4-1/2 INCHES DEEP.C. DESIGN WIND LOADS: SHALL MEET LOCAL CODE REQUIREMENTS.D. WATER LEAKAGE TEST PRESSURE DIFFERENTIAL: 8.00 LBF/SQ FT.E. AIR INFILTRATION TEST PRESSURE DIFFERENTIAL: 1.57 PSF.F. FINISH: HIGH PERFORMANCE ORGANIC COATING OR CLASS 1 ANODIZED IF
SELECTED BY THE ARCHITECT.G. FABRICATION: JOINTS AND CORNERS FLUSH, HAIRLINE, AND
WEATHERPROOF, ACCURATELY FITTED AND SECURED; PREPARED TO RECEIVE ANCHORS AND HARDWARE; FASTENERS AND ATTACHMENTS CONCEALED FROM VIEW; REINFORCED AS REQUIRED FOR IMPOSED LOADS.
H. CONSTRUCTION: ELIMINATE NOISES CAUSED BY WIND AND THERMAL MOVEMENT, PREVENT VIBRATION HARMONICS, AND PREVENT "STACK EFFECT" IN INTERNAL SPACES.
I. SYSTEM INTERNAL DRAINAGE: DRAIN TO THE EXTERIOR BY MEANS OF A WEEP DRAINAGE NETWORK ANY WATER ENTERING JOINTS, CONDENSATION OCCURRING IN GLAZING CHANNEL, AND MIGRATING MOISTURE OCCURRING WITHIN SYSTEM.
J. EXPANSION/CONTRACTION: PROVIDE FOR EXPANSION AND CONTRACTION WITHIN SYSTEM COMPONENTS CAUSED BY CYCLING TEMPERATURE RANGE OF 170 DEGREES F OVER A 12 HOUR PERIOD WITHOUT CAUSING DETRIMENTAL EFFECT TO SYSTEM COMPONENTS, ANCHORAGES, AND OTHER BUILDING ELEMENTS.
K. MOVEMENT: ALLOW FOR MOVEMENT BETWEEN STOREFRONT AND ADJACENT CONSTRUCTION, WITHOUT DAMAGE TO COMPONENTS OR DETERIORATION OF SEALS.
L. PERIMETER CLEARANCE: MINIMIZE SPACE BETWEEN FRAMING MEMBERS AND ADJACENT CONSTRUCTION WHILE ALLOWING EXPECTED MOVEMENT.
2. ALUMINUM FRAMING MEMBERS: TUBULAR ALUMINUM SECTIONS, THERMALLY BROKEN WITH INTERIOR SECTION INSULATED FROM EXTERIOR, DRAINAGE HOLES AND INTERNAL WEEP DRAINAGE SYSTEM. A. GLAZING STOPS: SQUARE.B. CROSS-SECTION: PER MANUFACTURER'S STANDARD FOR SYSTEM
SPECIFIED.C. STRUCTURALLY REINFORCED MEMBERS: EXTRUDED ALUMINUM WITH
INTERNAL REINFORCEMENT OF STRUCTURAL STEEL MEMBER AND INTERNAL THERMAL BREAK MEMBER.
3. GLAZING: AS SPECIFIED IN SECTION 08 8000.4. DOORS: GLAZED ALUMINUM
A. THICKNESS: MANUFACTURER'S STANDARD FOR SYSTEM SPECIFIED.B. RAIL AND STILE PROFILE WIDTHS: MANUFACTURER'S STANDARD FOR
SYSTEM SPECIFIED; ADA COMPLIANT.C. GLAZING STOPS: SQUARE.D. FINISH: SAME AS STOREFRONT.E. HARDWARE:
a. CONTINUOUS HINGE: CFMXXHD1b. EXIT DEVICE: AD8410 862c. DOOR CLOSER: CPS7500 2018Dd. THRESHOLD: 271A x LARe. WEATHERSEAL: PROVIDE DOOR MANUFACTURER'S STANDARDf. SWEEP: 315CNx DWg. STANDARD DOOR PULL: DARK BRONZE
08 8000 GLAZING
1. GUARDIAN INDUSTRIES CORP: GUARDIAN GLASS, SUN GUARD SNR 43. DOUBLE-GLAZED SPUTTER-COATED INSULATING GLASS UNITS:A. CONFORMANCE: ASTM E 2190.B. OUTBOARD LITE: SPUTTER-COATED GUARDIAN CRYSTALBLUE™ FLOAT
GLASS.C. ANNEALED CRYSTALBLUE™ FLOAT GLASS: ASTM C 1036, TYPE 1, CLASS 2,
QUALITY Q3.D. VACUUM DEPOSITION SPUTTERED COATING: ASTM C 1376.E. COATING ON SURFACE NO. 2: SUNGUARD SNR 43.F. GLASS THICKNESS: 6 MM (1/4 INCH).G. HEAT TREATMENT: TEMPERED; ASTM C 1048, KIND FT; CPSC 16CFR-1201;
ANSI Z 97.1].2. AIR SPACE: 12 MM (1/2 INCH) WIDE, HERMETICALLY SEALED, DEHYDRATED AIR
SPACE.3. INBOARD LITE: GUARDIAN CLEAR FLOAT GLASS.
A. ANNEALED CLEAR FLOAT GLASS: ASTM C 1036, TYPE 1, CLASS 1, QUALITY Q3.
B. GLASS THICKNESS: 6 MM (1/4 INCH).C. HEAT-TREATMENT: TEMPERED; ASTM C 1048, KIND FT; CPSC 16CFR-1201;
ANSI Z 97.1.4. GLASS UNIT PERFORMANCE CHARACTERISTICS:
A. VISIBLE LIGHT TRANSMITTANCE: 28 PERCENTB. VISIBLE LIGHT REFLECTANCE OUTDOORS: 14 PERCENTC. DIRECT SOLAR ENERGY TRANSMITTANCE: 13 PERCENTD. DIRECT SOLAR ENERGY REFLECTANCE OUTDOORS: 26 PERCENTE. WINTER U-VALUE NIGHTTIME: 0.29F. SUMMER U-VALUE DAYTIME: 0.27G. SOLAR HEAT GAIN COEFFICIENT: 0.19H. SUMMER RELATIVE HEAT GAIN: 46
5. EDGE SEALS: ASTM E 2188, WITH ALUMINUM SPACERS, DUAL-SEALED WITH A PRIMARY SEAL OF POLYISOBUTYLENE AND A SECONDARY SEAL OF SILICONESEALANT FOR GLASS-TO-SPACER SEALS.
6. SEALANT: APPROVED BY GLASS MANUFACTURER.7. GUARDIAN DECO HT BACK-PAINTED GLASS: WHITE.
09 2116 GYPSUM BOARD ASSEMBLIES
1. PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C840 AND GA-216.A. METAL FRAMING: NON-LOADBEARING FRAMING SYSTEM COMPONENTS:
ASTM C645; GALVANIZED SHEET STEEL, OF SIZE AND PROPERTIES NECESSARY TO COMPLY WITH ASTM C754 FOR THE SPACING INDICATED, WITH MAXIMUM DEFLECTION OF WALL FRAMING OF L/360 AT 5 PSF.
B. FURRING: HAT-SHAPED SECTIONS, MINIMUM DEPTH OF 7/8 INCH.2. GYPSUM WALLBOARD: PAPER-FACED GYPSUM PANELS AS DEFINED IN ASTM
C1396/C1396M; SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT.A. APPLICATION: USE FOR VERTICAL SURFACES, UNLESS OTHERWISE
INDICATED.B. GLASS MAT FACED GYPSUM PANELS AS DEFINED IN ASTM C1658/C1658M,
SUITABLE FOR PAINT FINISH, OF THE SAME CORE TYPE AND THICKNESS MAY BE SUBSTITUTED FOR PAPER-FACED BOARD.
C. THICKNESS: VERTICAL SURFACES: 5/8 INCH. EDGES: TAPERED.
1tR2
SHEET METAL PANEL FLASHING OVER ROOF MEMBRANE, MIN. 0' -10"
VAPOR BARRIER
3/4" TREATED PLYWOOD SHEATHING
SHEET METAL FLASHING
3/4" TREATED PLYWOOD SHEATHING
6" METAL STUD
STRUCTURE, SEE STRUCTURAL
1tR3
STANDING SEAM METAL ROOF PANELS, PER SPECIFICATIONS
ICE AND WATER SHIELD MEMBRANE
4 1/2" THK R-24.2 NAIL BASE POLYISO BOARD INSULATION (2 LAYERS)
BONDED TO 19/32" CDX PLYWOOD
MECH ATTACHED NAIL BASE INSULATION PANEL SYSTEM
METAL ROOF DECK, SEE STRUCTURAL
EPDM ROOF MEMBRANE ADHERED
ICE AND WATER SHIELD MEMBRANE
4" THINK RIGID INSULATION
1 1/2" METAL DECK1tR1
3/4" TREATED PLYWOOD
EW1 EW2 EW3 EW4 EW5
AIR SPACE
EXTERIOR WOOD VERTICAL SIDING
WOOD WALL PANEL CLIPS & FASTENERS BY WALL PANEL MANUFACTURE
WEATHER SHEILD
3/4" TREATED PLYWOOD
2" RIGID INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C. FILLED WITH BATT INSULATION
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER MANUFACTURER REQ.
WEATHER SHEILD
3/4" TREATED PLYWOOD
RIGID INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C. FILLED WITH BATT INSULATION
2 1/4" THICK DRY STACKED STONE
AIR SPACE
WEATHER SHEILD
3/4" TREATED PLYWOOD
RIGID INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C. FILLED WITH BATT INSULATION
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
5/8" TYPE "X" GYP. BD. ON 2" METAL FURRING @ 16" O.C. FILLED WITH BATT INSULATION
WEATHER SHEILD
8" THICK REINFORCED CONCRETE WALL, REF. STRUCTURAL
5/8" TYPE "X" GYP. BD. ON 2" METAL FURRING @ 16" O.C. FILLED WITH BATT INSULATION
WEATHER SHEILD
12" THICK REINFORCED CONCRETE WALL, REF. STRUCTURAL
RIGID INSULATION
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
RIGID INSULATION
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
EW6
5/8" TYPE "X" GYP. BD. ON 2" METAL FURRING @ 16" O.C. FILLED WITH BATT INSULATION
8" THICK REINFORCED CONCRETE WALL, REF. STRUCTURAL
2 1/4" THICK DRY STACKED STONE
LIC
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CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
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SP
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826
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SPECIFICATIONS
A1.2
BS
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1" = 1'-0"
ASSEMBLIES1" = 1'-0"
EXTERIOR WALL ASSEMBLIES
No. Revision Description Date
OWNER TRUE COMPANYCENTENNIAL COMMONSCASPER, WYOMING 82609
CONTACT MARTIN AXLUNDTEL. (307) 234-0415
PROJECT ADDRESS 4140 CENTENNIAL HILLS BLVDCASPER, WYOMING 82609
GOVERNING CODES: INTERNATIONAL BUILDING CODE 2018, IECC 2018, ICC A117.1 2009
OCCUPANCY GROUP: B OCCUPANT LOAD: B: 22, C:21
CONSTRUCTION TYPE: VB
BUILDING CODE DATA
ALLOWABLE BUILDING HEIGHT: 40' ACTUAL BUILDING HEIGHT: 21'-1"
ALLOWABLE STORIES: 2 ACTUAL STORIES: 1
NO. STORIES: 1 SPRINKLERS: NO
TOTAL ALLOWABLE AREA: 9,000 S.F.
ACTUAL TOTAL AREA: 2,804 S.F. - BUILDING B2,591 S.F. - BUILDING C
REQUIRED SEPARATION(S): NONE; B OCCUPANCIES
NOTE: AREAS GIVEN FOR CODE OFFICIALS USE ONLY. DO NOT USE FOR ESTIMATING PURPOSES.
Occupancy: Business Group B per Section 304.1
Chapter 5 - Type VB construction. Maximum area (non-sprinklered): 9,000 s.f.Maximum # of stories: 2Maximum building height: 40'
Chapter 6 - No fire-resistance rated construction required per Table 601 and 602 (Type VB Construction; 26'-5" between buildings on site)
Chapter 8 - Interior Finishes for Rooms and enclosed spaces - Class C (Flame spread index 76-200; Smoke-developed index 0-450)
Chapter 9 - An automatic sprinkler system is not included at this time; to be determined with tenant build out.
Chapter 10Occupant load:Function of space: Business areas Occ Load Factor: 150 Building B 3,179 s.f. / 150 = 21.2
Building C 3,073 s.f. / 150 = 20.5
Occupant Load B= 22; C= 211005.3 [Means of egress sizing] Required capacity based on occupant load.
Building B - Other Egress Components : 22 x 0.15 = 3.3" required; 216" ProvidedBuilding C - Other Egress Components : 21 x 0.15 = 3.15" required; 216" Provided
Table 1006.2.1 Spaces with one exit.B Occupancy - 49 occupants max > 22, 21 - one exit required each building; 4 exits provided for each building
1009.1 Accessible means of egress required. Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress.
1010.1.1 Size of doors. The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of 32".
1010.1.2.1 Direction of swing. Pivot or side-hinged swinging doors shall swing in the direction of egress travel where serving a room or area containing an occupant load of 50 or more persons or a Group H occupancy.
1013.1 Where required. Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants.
Chapter 29 Plumbing SystemsB occupancy: 22 total occupants per building,11 each M/F consideredWater Closets: 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 (M/F)
1 W.C. required for each M/F (To be added during final buildout)Lavatories: 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 (M/F)
1 Lav required for each M/F (To be added during final buildout))1 drinking fountain required per 100 occupants - 1 required (To be added during final buildout)1 service sink required (To be added during final buildout)
2018 IECC Requirements
Chapter 4 Commercial Energy Effeciency
Natrona County: Climate Zone 6Insulation above roof deck: R-30 CIWalls (Metal Framed): R-13 + 7.5 CIBelow grade walls: R-7.5 CI
BUILDING CODE SUMMARY
BUSINESS AREA = 2,591 s.f.
B
1 2 3 3.5 4 5 6
A.5
A
7
BUSINESS AREA = 2,804 s.f.
B
8.5 9 10 10.5 11 12 13
A.5
A
8
LIC
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CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
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4.89
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11
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BUILDING CODE DATA
A1.3
Author
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3/16" = 1'-0"A1.3
1 FIRST FLOOR - BUIDLING PAD C LIFE SAFETY
3/16" = 1'-0"A1.3
2 FIRST FLOOR - BUIDLING PAD B LIFE SAFETY
No. Revision Description Date
2
1
1
CONTRACTOR IS TO MAINTAIN CONSTRUCTION MATERIAL STORAGE WITHIN THECONSTRUCTION LIMITS, UNLESS NOTED OTHERWISE.
CONTRACTOR IS TO BE RESPONSIBLE FOR SECURITY OF THE SITE AT ALL TIMES.
CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION FENCE.
CONTRACTOR TO BE RESPONSIBLE FOR FINISH GRADING AROUND THEBUILDING. PROVIDE POSITIVE SLOPE AWAY FROM THE BUILDING.
FEATHER ALL NEW GRADES TO MEET EXISTING.
ALL WALKWAYS AROUND BUILDING TO REMAIN OPEN FOR PUBLIC USE.WALKWAYS WITHIN CONSTRUCTION LIMITS SHALL NOT BE ACCESSIBLE TO THEPUBLIC, EXCEPT AS NOTED.
PROTECT ALL TREES AND SHRUBS TO REMAIN FROM DAMAGE.
ALL DIMENSIONS GIVEN AT CURB AND GUTTERS ARE TO BACK OF CURB.
SEE MECHANICAL & ELECTRICAL SITE PLANS FOR ALL MECHANICAL & ELECTRICALSITE CONDITIONS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
SITE NOTES:
SITE PLAN KEY NOTES:
1.
2.
STRUCTURAL STOOPS TYPICAL OF ALL EXTERIOR PERSONNEL DOORS, SEE STRUCTURAL.
FUTURE BUILDING LOCATIONS
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
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12t
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TR
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T .
GR
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Y, C
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OR
AD
O 8
0634
T:
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888.
3273
11
/10/2
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PM
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ARCHITECTURALSITE PLAN
A1.4
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1" = 20'-0"A1.4
1 Site Plan
2
2
1
1
1
1
1
1
No. Revision Description Date
GENERAL NOTES
DESIGN CRITERIA:1. CODE - IBC 2018 EDITION
A. IBC RISK CATEGORY = II2. DEFLECTIONS
A. ROOF - L/240B. FLOOR - L/360C. MASONRY - L/600
3. LOADSA. ROOF
a. DEAD = 20 PSFb. WIND UPLIFT (NET) = 20 PSF WITHIN 10'-0" OF EDGES, RIDGES, AND RAKES = 45 PSFc. SNOW = 30 PSF (IN AREAS WITHOUT DRIFTING)
DRIFTING IS ADDED IN AREAS WHERE APPLICABLESNOW EXPOSURE "Ce" = 1.0THERMAL FACTOR "Ct" = 1.0IMPORTANCE FACTOR "I" = 1.0
B. FLOORa. DEAD = 45 PSFb. LIVE = 100 PSF
4. WINDA. ULTIMATE DESIGN WIND SPEED Vult = 110 MPHB. EXPOSURE = CC. INTERNAL PRESSURE COEFFICIENT = 5 PSF (ENCLOSED)D. TOPOGRAPHIC FACTOR Kzt = 1.0E. ENCLOSURE CLASSIFICATION = PARTIALLY OPENF. INTERNAL PRESSURE COEFFICIENT GCPi = +/- .18G. WIND DIRECTIONALITY FACTOR, Kd = .85H. TOPOGRAPHIC FACTOR, Kzt = 1I. WIND PRESSURE PER CODE STANDARDSJ. WIND UPLIFT LOAD FOR JOISTS = 24 PSF
5. SEISMICA. SEISMIC DESIGN CATEGORY = BB. SITE CLASS = CC. DESIGN SPECTRAL RESPONSE ACCELERATION
a. Ss = 0.279b. S1 = 0.074
D. SEISMIC IMPORTANCE FACTOR "Ie" = 1E. ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE METHODF. SEISMIC FORCE RESISTING SYSTEM
a. LIGHTWEIGHT FRAMED WALLS WITH WOOD SHEATHING R = 6.5b. SEISMIC RESPONSE COEFFICIENT "Cs" = 0.0372c. DESIGN BASE SHEAR: V=0.0372W
REINFORCED CONCRETE:1. DESIGN BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACE 318). CONCRETE
WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301).2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. MINIMUM
CEMENT CONTENT 600 LBS/CY. MAXIMUM W/C = 0.45. TYPE-F FLY ASH (ASTM C 618) IS PERMITTED. MAXIMUM COARSE AGGREGATE SIZE IS 1" NOMINAL.
3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A-615, GRADE 60. DO NOT WELD OR REBEND ANY BARS WITH A YIELD POINT GREATER THAN 40,000 PSI.
4. SLABS ON GRADE SHALL BE REINFORCED AS NOTED ON THE PLANS. LAP BARS 20" AT SPLICES. STAGGER SPLICES IN ADJACENT BARS 18" MINIMUM.
5. CONTROL AND CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ARCHITECT.
6. AT ALL CORNERS AND INTERSECTIONS PROVIDE CORNER BARS PER THE SPLICE BAR SCHEDULE.7. ALL BAR LENGTHS ARE DRAWN TO SCALE UNLESS NOTED OTHERWISE. NO SPLICES OR REINFORCEMENT
SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. ALL LAP SPLICES TO BE IN ACCORDANCE WITH THE SPLICE BAR SCHEDULE.
8. END HOOKS IN REINFORCING BARS SHOWN ON THE DRAWINGS, BUT NOT DIMENSIONED, SHALL CONFORM TO ACI 318.
9. DETAIL ALL REINFORCING AND PROVIDE BAR SUPPORTS IN ACCORDANCE WITH ACI DETAILING MANUAL LATEST EDITION.
10. PROVIDE LATERAL SUPPORT FOR WALLS WHILE THE EARTH BACKFILL IS BEING PLACED AND COMPACTED. LATERAL SUPPORT FOR THE WALLS SHALL NOT BE REMOVED UNTIL FRAMING MEMBERS ARE IN PLACE.
11. REINFORCEMENT PROTECTION:A. CONCRETE POURED AGAINST EARTH = 3"B. CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR EARTH = 2"C. WALLS, SLABS, JOINTS = 1"D. BEAMS, COLUMNS = 1 1/2"
12. UNLESS NOTED OTHERWISE, PLACE (4) #5 WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, GRADE BEAMS, OR SLABS.
13. NO HORIZONTAL JOINTS ARE PERMITTED IN SLABS, JOINTS, WALLS, OR BEAMS. ANY STOP IN CONCRETE WORK MUST BE MADE AT THE CENTER OF THE SPAN (OR SUPPORT) WITH VERTICAL BULKHEADS AND HORIZONTAL KEYWAYS.
14. SEE ARCHITECTURAL DRAWINGS FOR CHAMFERS, KERFS, NOSINGS, ETC.15. DOWELS, ANCHORS, AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN
POSITION DURING CONCRETE PLACEMENT.16. ANCHOR RODS = ASTM F1554, GRADE 36
COLD-FORMED STRUCTURAL METAL FRAMING:1. LIGHTWEIGHT METAL STUD FRAMING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:
A. GALVANIZED (G60) STEEL STUDS AND JOISTS:a. 12, 14, AND 16 GAGE - ASTM A446, GRADE D, MINIMUM YIELD = 50 KSIb. 18 AND 20 GAGE - ASTM A446, GRADE A, MINIMUM YIELD = 33 KSI
B. GALVANIZED (G60) TRACK, BRIDGING, END CLOSURES, AND ACCESSORIES:a. ASTM A446, GRADE A, MINIMUM YIELD = MATCH STUD
2. METAL STUD FRAMING REFERENCES ARE FROM THE STEEL STUD MANUFACTURERS ASSOCIATION AND ARE CONSISTENT WITH THE FOLLOWING FORMAT: "600S162-54"
600 - MEMBER DEPTH (1/100 INCHES), 600 = 6" STUDS - STYLE OF STUD
S = STUD SECTIONT = TRACK SECTIONU = CHANNEL SECTIONF = FURRING CHANNEL SECTION
162 - FLANGE WIDTH, 162->1.625 = 1 5/8"54 - MATERIAL THICKNESS
33 = 20 GA.43 = 18 GA.54 = 16 GA.68 = 14 GA.97 = 12 GA.
3. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT OR THEY SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. HANDLING AND IFTING OF PREFABRICATED FRAME PANELS SHALL BE DONE IN A MANNER AS TO NOT CAUSE DISTORTION IN ANY MEMBER.
4. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED UNLESS APPROVED BY STRUCTURAL ENGINEER.
5. LIGHTWEIGHT STEEL FRAMING COMPONENTS SHALL BE WELDED TOGETHER USING WELDS AND PROCEDURES CONFORMING TO THE AWS SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES. E70 OR E60 ELECTRODES MAY BE USED.
6. STUDS AT OPENINGS AND AT ENDS OF X-BRACING STRAPS SHALL BE WELDED TOGETHER WITH 1/8" FILLET WELD x 2" LONG @ 12" o.c. EACH SIDE, UNLESS NOTED OTHERWISE.
7. AT ALL COLD-FORMED WALLS SHEATHED WITH PLYWOOD, FASTENER SPACING SHALL BE 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD WITH NO. 10 TAPPING SCREWS.
8. INSTALL HORIZONTAL BRIDGING IN STUD SYSTEM AT 4'-0" O.C. FASTEN AT EACH STUD INTERSECTION.9. INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS, INCLUDING SUPPLEMENTARY FRAMING, WEB
STIFFENERS, CLIP ANGLES, CONTINUOUS ANGLES, ANCHORS, AND FASTENERS, TO PROVIDE A COMPLETE AND STABLE WALL-FRAMING SYSTEM.
10. INSTALL COLD-FORMED STEEL FRAMING ACCORDING TO AISI S200, AISI S202, AND MANUFACTURER'S WRITTEN INSTRUCTIONS UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED.
11. COLD-FORMED METAL TRUSS SUPPLIER IS REPSONSIBLE FOR THE DESIGN AND FABRICATION OF ALL LIGHT GAUGE STEEL TRUSSES AND ASSOCIATED FRAMING. TRUSS CONFIGURATIONS ARE SHOWN DIAGRAMMATICALLY ON ELEVATIONS. MEMBER DEPTH, GAUGE, SECTION PROPERTIES, GUSSETS, STIFFENERS, AND FINAL WEB CONFIGURATION ARE TO BE DETERMINED BY TRUSS SUPPLIER.
STRUCTURAL STEEL:1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC
SPECIFICATIONS AND CODE OF STANDARD PRACTICE.2. MATERIAL
A. W SHAPES = ASTM A992 B. ANGLES, PLATES AND BARS = ASTM A36C. STRUCTURAL TUBING = ASTM A1085D. HIGH-STRENGTH BOLTS = ASTM A325E. ANCHOR RODS AND THREADED RODS = ASTM F1554, GRADE 36
3. ALL STRUCTURAL STEEL BOLTED CONNECTIONS SHALL BE 3/4" DIAMETER A325-N BOLTS WITH STANDARD HOLES, UNLESS OTHERWISE NOTED.
4. WELDING SHALL BE DONE BY CERTIFIED WELDERS IN ACCORDANCE WITH AISC AND AWS SPECIFICATIONS AND RECOMMENDATIONS USING E70-XX ELECTRODES.
5. SEE ARCHITECTURAL DRAWINGS FOR NAILERS, BOLTS, ETC.6. ALL COLUMN BASE PLATES SHALL BE GROUTED WITH NON-METALLIC, NON-SHRINK GROUT AS COLUMNS
ARE ERECTED.
STEEL JOISTS:1. STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF STANDARD SPECIFICATIONS OF THE STEEL
JOIST INSTITUTE LATEST EDITION.2. JOISTS SHALL BEAR 4" MINIMUM ON BLOCK AND 2 1/2" ON STEEL BEAMS OR PLATES. WELD JOISTS TO
ANGLES, BEAMS, AND PLATES IN MASONRY AND/OR PRECAST PANELS.3. PROVIDE CONTINUOUS BRIDGING AND END ANCHORAGES IN ACCORDANCE WITH SJI SPECIFICATIONS4. SKEWED END PLATES, SLOPED BEARING BOLSTERS, AND STEEL JOIST BEARINGS ARE TO BE PROVIDED BY
STEEL JOIST MANUFACTURER.5. SEE GENERAL NOTES DESIGN LOAD SECTION FOR WIND UPLIFTS.6. NO FIELD ALTERATIONS OF JOISTS TO BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER.
FOUNDATIONS:1. THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATION REPORT "ADVANCED
GEOTECHNICAL SOLUTIONS 11/02/2018". ALLOWABLE SOIL PRESSURE USED IN DESIGN: 10000 PSF END BEARING AND 1000 PSF SIDE SHEAR IN BEDROCK.
2. PIERS SHALL BE DRILLED A MINIMUM OF 8 FEET INTO THE BEDROCK AND SHALL HAVE A MINIMUM TOTAL LENGTH OF 10 FEET.
3. ALL PIERS SHALL BE REINFORCED THEIR FULL LENGTH WITH THE REINFORCING SHOWN ON THE DRAWINGS.4. PIER HOLES SHALL BE THOROUGHLY CLEANED AND DEWATERED AND SHALL BE INSPECTED BY A
REPRESENTATIVE OF A GEOTECHNICAL ENGINEERING FIRM PRIOR TO CONCRETE PLACEMENT. THE TOP PORTION OF ALL PIERS SHALL NOT BE ALLOWED TO HAVE "MUSHROOM" TOPS. CONTRACTOR SHALL PROVIDE FORMS THAT MATCH PIER DIAMETERS FOR THE TOP 2'-0" MINIMUM OF THE PIERS IF THE TOP DIAMETER OF THE PIER AT GROUND SURFACE INCREASES 6" OR MORE DUE TO LOOSE SOIL SLOUGHING.
5. AVOID EXCESSIVE WETTING OR DRYING OF FOUNDATION EXCAVATIONS.6. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL LIFTS EACH SIDE OF WALL.7. BACKFILL SHALL NOT BE PLACED AGAINST GRADE BEAMS UNTIL FRAMING MEMBERS ARE IN PLACE.8. ALL EXTERIOR GRADES ADJACENT TO THE BUILDING SHOULD BE SLOPED TO DRAIN AWAY FROM THE
FOUNDATION IN ALL DIRECTIONS. ALL ROOF DOWNSPOUTS AND DRAINS SHOULD DISCHARGE WELL BEYOND THE LIMITS OF ALL BACKFILL AND NOT BE ALLOWED TO POND ADJACENT TO THE BUILDING.
9. A COPY OF THE GEOTECHNICAL'S REPORT IS AVAILABLE FOR REVIEW IN THE STRUCTURAL ENGINEER'S OR ARCHITECT'S OFFICE UPON REQUEST.
STEEL DECK:1. ALL STEEL DECK SHALL BE ERECTED IN ACCORDANCE WITH THE DECK MANUFACTURER'S SUGGESTED
SPECIFICATION.2. STEEL DECK BY OTHER MANUFACTURER'S MAY BE SUPPLIED IN LIEU OF THAT SHOWN PROVIDED SECTION
PROPERTIES ARE EQUAL TO OR GREATER THAN THOSE SPECIFIED AND TO BE APPROVED BY THE STRUCTURAL ENGINEER.
3. GENERAL CONTRACTOR SHALL PROVIDE STEEL ANGLES 3x3x1/4 - ALL 4 SIDES OF ALL OPENINGS GREATER THAN 12" THRU DECK, WELD TO TOP CHORDS OF JOISTS AND TO ANGLES TO SUPPORT EDGE OF DECK.
4. PUDDLE WELDS BETWEEN STEEL DECK AND SUPPORTS SHALL BE 5/8"Ø MINIMUM AND HAVE GOOD FUSION TO THE SUPPORTING STRUCTURE. WELDING MACHINE POWER SETTINGS REQUIRED ARE USUALLY WELL BELOW THOSE NEEDED FOR STRUCTURAL STEEL SHAPES. THE SETTINGS FOR DECK SHOULD BE SUCH THAT BURN-OFF RATES ARE BETWEEN 0.15 AND 0.25 INCHES PER SECOND. USE E60XX OR E70XX 5/32" RODS. THE TIME REQUIRED PER WELD MAY VARY BETWEEN 3 TO 6 SECONDS OR MORE DEPENDING ON THE PROPERTIES OF THE PARTS BEING WELDED. HEAVIER SUBSTRATA REQUIRES MORE WELDING TIME BUT INCREASE POWER SETTINGS MAY BURN OUT THE DECK FASTER THAT THE ELECTRODES MATERIAL CAN BE DEPOSITED. SHOT-DOWN FASTENERS ARE ACCEPTABLE AS NOTED ON THE PLANS.
5. WELDED DECK SHALL BE RE-WELDED USING WELDING WASHERS AT THOSE LOCATIONS WHERE AN INITIAL WELD FAILED.
6. WELD STEEL DECK TO SUPPORTING STEEL FRAMING WITH 5/8" DIAMETER SPOT WELDS. MECHANICAL FASTENERS MAY BE USED IN LIEU OF WELDING AS ACCEPTABLE TO STRUCTURAL ENGINEER. WELDING SIDE LAPS ARE NOT PERMITTED. SPACE WELDS AS FOLLOWS:A. 1.5 WR DECK: 6" MAX AT PANEL END LAPS, ROOF PERIMETER SUPPORTS AND IN THE FIELD OF THE
ROOF.B. NON-COMPOSITE FORM DECK: 11" MAX AT PANEL END LAPS, FLOOR PERIMETER SUPPORTS AND IN THE
FIELD OF THE FLOOR.7. FASTEN SIDE LAPS OF ADJACENT DECK UNITS WITH #12 SELF-DRILLING FASTENERS. WELDED, CRIMPED
ORBUTTON PUNCH SIDE LAP ATTACHMENTS NOT PERMITTED. SPACE FASTENERS AS FOLLOWS:A. 1.5 WR DECK: 12" MAX SPACINGB. NON-COMPOSITE FORM DECK: 1/2 THE SPAN OR 18".
STRUCTURAL ERECTION AND BRACING REQUIREMENTS:1. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL
POSITIONS, PROPERLY SUPPORTED, AND BRACED. THESE CONSTRUCTION DOCUMENTS CONTAIN TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE, NOT EVERY DETAIL HAS BEEN ILLUSTRATED, NOR IS EVERY POSSIBLE CONDITION BEEN ADDRESSED. ALL PROPRIETARY CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE 2012 IBC AND LOCAL CODES AND ORDINANCES.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK INCLUDING; LAYOUT AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND WORK OF THE SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR RESOLUTION. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE ARCHITECT AND STRUCTURAL ENGINEER FROM ALL CONSEQUENCES.
3. UNLESS OTHERWISE SPECIFICALLY INDICATED. THE DRAWINGS DO NOT DESCRIBE METHODS OF CONSTRUCTION. THE CONTRACTOR, IN PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. THE CONTRACTOR, IN PROPER SEQUENCE, SHALL PERFORM OR SUPERVISE ALL WORK NECESSARY TO ACHIEVE THE FINAL COMPLETE CONSTRUCTION. SUCH WORK SHALL INCLUDE BUT NOT BE LIMITED TO; BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR EXCAVATION, FORMWORK, SCAFFOLDING, SAFETY DEVICES, AND PROGRAMS OF ALL KINDS, SUPPORT, AND BRACING FOR CRANES AND OTHER ERECTION EQUIPMENT. DO NOT PLACE BACKFILL AGAINST BASEMENT OR RETAINING WALLS UNTIL SUPPORTING SLABS AND FLOOR FRAMING ARE IN PLACE AND SECURELY ANCHORED, UNLESS ADEQUATE BRACING IS PROVIDED. THE STRUCTURAL STEEL FRAME IS "NON-SELF-SUPPORTING" PER AISC CODE OF STANDARD PRACTICE. TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS, AND ANY OTHER SUPPORTING ELEMENTS ARE IN PLACE. THE ARCHITECT AND STRUCTURAL ENGINEER BEAR NO RESPONSIBILITY FOR THE ABOVE ITEMS AND OBSERVATION VISITS TO THE SITE SO NOT IN ANY WAY INCLUDE INSPECTION OF THEM.
4. WHERE PERIODIC OR CONTINUOUS INSPECTION IS REQUIRED BY THESE DOCUMENTS BY CODE OR LOCAL ORDINANCE, THE OWNER SHALL EMPLOY A CERTIFIED INSPECTOR IN THE PARTICULAR AREA OF CONCERN. THE INSPECTOR SHALL BE RESPONSIBLE TO REPORT TO THE ARCHITECT AND BUILDING DEPARTMENT.
PLYWOOD1. ROOF SHEATHING: 5/8" APA RATED, EXTERIOR 32/16, PLYWOOD SHEATHING. FASTEN TO COLD-FORMED
TRUSSES USING 1 1/2" #8 SCREWS SPACED AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. ALL SHEATHING EDGES ARE ATTACHED TO STRUCTURAL MEMBERS OR PANEL BLOCKING UNLESS OTHERWISE SPECIFIED.
2. WALL SHEATING: 3/4" APA RATED, EXTERIOR 40/20, PLYWOOD SHEATHING. FASTEN TO METAL STUDS USING 1 1/2" #8 SCREWS SPACED AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. ALL SHEATHING EDGES ARE ATTACHED TO STRUCTURAL MEMBERS OR PANEL BLOCKING UNLESS OTHERWISE SPECIFIED.
3. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS.4. NAILS SHALL BE COMMON NAILS, RING SHANKED FOR ROOF AND FLOOR SHEATHING.5. SCREWS SHALL BE SELF-PIERCING, SELF-DRILLING SCREWS INTENDED FOR COLD-FORMED STEEL APPLICATIONS. SCREWS SHALL EXTEND THROUGH THE STEEL A MINIMUM OF 3 EXPOSED THREADS.
SCREW INSTALLATION SHALL NOT CAUSE PERMANENT SEPARATION BETWEEN THE COMPONENTS.
FIELD VERIFICATION OF EXISTING CONDITIONS:1. CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING STRUCTURE TO VERIFY CONDITIONS
WHICH AFFECT THE WORK SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING.
SHOP DRAWINGS:1. CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR USE AS ERECTION
PLANS OR SHOP DETAIL.2. ALL SHOP AND ERECTION DRAWINGS SHALL BE CHECKED AND STAMPED BY THE GENERAL CONTRACTOR
PRIOR TO SUBMISSION FOR STRUCTURAL ENGINEER'S REVIEW. UNCHECKED SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, STEEL JOIST, STEEL DECK, PLANT FABRICATED WOOD JOISTS, WOOD TRUSSES, GLUED-LAMINATED TIMBER, AND PRECAST CONCRETE TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.
3. SUBMIT SHOP AND ERECTION DRAWINGS IN A TIMELY MATTER TO ALLOW TEN (10) WORKING DAYS FOR REVIEW BY THE STRUCTURAL ENGINEER.
4. THE GENERAL CONTRACTOR AND HIS/HER SUBCONTRACTORS SHALL SUBMIT IN WRITING ANY REQUEST TO MODIFY THE PLANS OR SPECIFICATIONS. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE CLEARLY MARKED. OTHERWISE, SUCH CHANGES BY MEANS OF THE SHOP DRAWINGS SUBMITTAL PROCESS BECOME THE RESPONSIBILITY OF THE PERSON INITIATING SUCH CHANGES.
SPECIAL INSPECTION PROGRAM:1. THE OWNER SHALL EMPLOY INSPECTORS AND SPECIAL INSPECTORS AS REQUIRED DURING
CONSTRUCTION TO PROVIDE INSPECTIONS OF THE ITEMS OF WORK TO BE INCORPORATED INTO THE PROJECT. THE INSPECTION PROGRAM SHALL COMPLY WITH THE REQUIREMENTS OF THE 2018 IBC CHAPTER 17 SECTION 1705.
ABBREVIATIONS:
@ -& -Ø -A.B. -AISC -AISI -ARCH. -ASTM -AWS -BM -BTTM -C.J. - -CLRCMU -d -DIM -DWGs -(E) -EA. -EL. -ELEC. -EQ -ETC -EXT. -FT -GA. -HOR. -I.D. -I.F. -IN -INT. -ksi -LLH -LLV -MAX. -MECH. -MIN. -MFR -NFPA -No. -o.c. -O.D. -O.F. -psf -psi -P.T. -REINF. -RTU -SIM. -STL -TS -TYP. -U.N.O. -VERT. -WWF -W/ -
ATANDDIAMETERANCHOR BOLTSAMER. INSTITUTE OF STEEL CONSTRUCTIONAMER. IRON AND STEEL INSTITUTEARCHITECTAMER. SOCIETY FOR TESTING AND MATERIALSAMERICAN WELDING SOCIETYBEAMBOTTOMCONTROL JOINTSCENTERLINECLEARCONCRETE MASONRY UNITNAILS (PENNY)DIMENSIONDRAWINGSEXISTINGEACHELEVATIONELECTRICALEQUALAND OTHERSEXTERIORFEETGAGEHORIZONTALINSIDE DIAMETERINSIDE FACEINCHESINTERIOR1000 LBS / IN²LONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMECHANICALMINIMUMMANUFACTURERNATIONAL FIRE PROTECTION ASSOCIATIONNUMBERON CENTEROUTSIDE DIAMETEROUTSIDE FACELBS / FT²LBS / IN²PRESSURE TREATEDREINFORCINGROOF TOP UNITSIMILARSTEELTUBE STEELTYPICALUNLESS NOTED OTHERWISEVERTICALWELDED WIRE FABRICWITH
SYMBOLS:
1S4.1
DETAIL NUMBERSHEET WHERE DRAWN
1S4.1
SECTION NUMBERSHEET WHERE DRAWN
ELEVATION MARK
SPAN DIRECTION(JOIST, DECK, ETC.)
SLAB DEPRESSION
A GRIDLINE
MOMENT CONNECTION
EARTH
GRAVEL
BRICK VENEER
INSULATION
WOOD END SECTION
BLOCKING END SECTION
SOLID GROUTED
SHEARWALL CALLOUTW6
COLUMN CALLOUTC2
F199'-4"
FOOTING CALLOUTELEVATION
BRACED FRAME
113'-10"TOP OF MASONRY WALL ELEVATION CALLOUT
113'-10" TOP OF STEEL BEAM ELEVATION
100'-0" TOP OF SLAB
EL. VARIESSEE ARCH.
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
14:3
5 PM
X:\2
065-
Tru
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o. C
ente
nnia
l Com
mon
s Bl
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hells
B&C
\206
5 C
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rvt
GENERAL NOTES
S1.1
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
W
S
E
PLANNORTH
TRUENORTH
B
1 2 3 3.5 4 5 63'
- 6"
31' -
9"
1' -
0"1' -
2"0'
- 8"
2' -
0"0'
- 8"
3' -
4"0'
- 8"
7' -
3"14
' - 6
"0'
- 6"
3' - 0"0' - 6"
15' - 0" 15' - 0" 10' - 0" 17' - 0" 15' - 0" 7' - 3" 0' - 6" 3' - 0" 8' - 6"0' - 6"
A.5
92' - 3"
15' - 0" 16' - 0" 9' - 6" 16' - 6" 16' - 0" 19' - 3"
4' -
0"
A
DP 18 - 10(96'-0")DP 18 - 22
(96'-0")
DP 18 - 12(96'-0")
DP 18 - 16(96'-0")DP 18 - 12
(96'-0")DP 18 - 16(96'-0")
DP 18 - 12(96'-0")
DP 18 - 22(96'-0")
DP 18 - 10(96'-0")
DP 18 - 12(96'-0")
DP 18 - 10(96'-0")
DP 18 - 22(96'-0")
DP 18 - 12(96'-0")
DP 18 - 14(96'-0")
DP 18 - 12(96'-0") DP 18 - 12
(96'-0")
DP 18 - 14(96'-0")
DP 18 - 10(96'-0")
31' -
9"
3' -
6"
0' - 6" 0' - 6" 0' - 6"0' - 6"
3' - 4"
0' - 8"
3' - 0" 3' - 0"
0' - 8"
3' - 4"
0' - 6"0' - 6" 0' - 6"
0' - 6"3' - 4"
0' - 8"
3' - 0" 3' - 0"
0' - 8"
3' - 4"
0' - 6"0' - 6" 6' - 9" 11' - 6" 1' - 0"
0' - 8"5' - 3" 80' - 3"
1' -
0"3'
- 0"1
S4.1
2S4.1
4S4.1
P1 P1
P1P1
5S4.1
P2P2 P2 P2 P2
P2
S4.25
S4.26
3S4.1
0' -
6"
0' -
6"
4' -
0"
DP 18 - 12(96'-0")
DP 18 - 8(96'-0")
DP 18 - 8(96'-0")
3' -
0"
3' -
0"
NOTES:- FINISH FLOOR ELEVATION = 100'-0" (CIVIL ELEVATION 5334.0)- 18" DIA DRILLED PIERS DENOTED THUS: TOP OF PIER ELEV. = 96'-0" 10'-0" MIN TOTAL PIER LENGTH- 1/2" DIA X 12" ANCHOR BOLTS @ 24" O.C., BOLT
EACH SIDE EACH CORNER AND EACH SIDE EACH DOOR OPENING.
- PILASTER DENOTED THUS: REFER TO PILASTER DETAILS S4.1- SEE ARCH/MECH DRAWINGS FOR FLOOR DRAINS AND AREAS
OF RECESSED SLABS. SLOP SLAB TO DRAINS AND TRENCHESTYPICAL.
P1
DP 18 - 10(96'-0")
PIER DIA(INCHES)
MIN PENETRATIONINTO BEDROCK (FEET)
TOP OF PIERELEVATION
1' -
0"10
' - 8
"0'
- 8"
3' -
4"1'
- 1"
14' -
0"
1' -
0"3'
- 0"SIMPSON S/HDU9
HOLD DOWN SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
DP 18 - 10(96'-0")
DP 18 - 10(96'-0")
DP 18 - 10(96'-0")
DP 18 - 10(96'-0")
DP 18 - 10(96'-0")
7
P1
DP 18 - 10(96'-0")
SIMPSON S/HDU9 HOLD DOWN
DP 18 - 10(96'-0")
DP 18 - 12(96'-0")
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
DP 18 - 12(96'-0")
ELEV 98' - 0"
ELEV. 98' - 0"
ELEV. 98' - 0"
ELEV 99' - 4"T.O. GR. BM ELEV 99' - 4"
T.O. GR. BM
ELEV 99' - 4"T.O. GR. BM
ELEV 99' - 4"T.O. GR. BM
ELEV. 99' - 8"T.O. GR. BM ELEV. 99' - 8"
T.O. GR. BM
ELEV. 99' - 8"
T.O. GR. BM
ELEV. 103' - 6"T.O. GR. BM ELEV. 99' - 8"
T.O. GR. BM
2S4.2
1S4.2
3S4.2
ELEV. 100' - 6"T.O. GR. BM
ELEV. 100' - 6"T.O. GR. BM
ELEV 101' - 0"
T.O. GR. BM
ELEV. 101' - 0"T.O. GR. BM
ELEV. 101' - 0"T.O. GR. BM
ELEV. 102' - 6"
T.O. GR. BM
4S4.2
P2
103' - 6"
T.O. GR. BM
ELEV. 103' - 6"T.O. WALL
102' - 6 1/8"ELEV. SLOPEST.O. WALL
ELEV. 101' - 0"T.O. WALL
7S4.2
3/8" EXPANSION JNT
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
14:4
1 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
PIER AND GRADEBEAM PLAN - PAD C
S2.1
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1/4" = 1'-0"S2.11 PIER AND GRADE BEAM PLAN - PAD C W
S
E
PLANNORTH
TRUENORTH
B
8.5 9 10 10.5 11 12 13
A.5
A
31' -
9"
3' -
6"
1' -
0"0'
- 6"
0' -
8"3'
- 4"
0' -
8"10
' - 7
"14
' - 0
"1'
- 0"
3' -
0"0'
- 6"
12' - 6" 7' - 6" 16' - 0" 16' - 6" 9' - 6" 16' - 0" 15' - 0"93' - 0"
0' - 6" 0' - 6" 11' - 6" 0' - 6"0' - 6"
1' - 6" 1' - 10" 3' - 8" 3' - 8" 1' - 10" 1' - 6"0' - 6"
0' - 6" 0' - 6"0' - 6"
1' - 6" 1' - 10" 3' - 8" 3' - 8" 1' - 10" 1' - 6"0' - 6"
0' - 6" 0' - 6" 0' - 6"
93' - 0"
3' - 0" 12' - 6" 8' - 0" 15' - 0" 17' - 0" 10' - 0" 15' - 0" 15' - 0"0' - 6"
3' - 0"
1' -
0"3'
- 0"
31' -
9"
3' -
6"
2S4.2
2S4.2
P1
P1P1
P1
P2P2P2P2P2
P2
4S4.1
S4.25
S4.26
3S4.1
4' -
0"
4' -
0"
0' -
6"
0' -
6"
DP 24 - 10(96'-0")
DP 24 - 18(96'-0")
DP 18 - 12(96'-0")
DP 24 - 14(96'-0") DP 24 - 10
(96'-0")DP 24 - 14
(96'-0")
DP 18 - 12(96'-0")
DP 24 - 18(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 12(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 12(96'-0")
DP 24 - 10(96'-0")
DP 18 - 12(96'-0")
DP 18 - 8(96'-0")
DP 18 - 8(96'-0")
3' -
0"
3' -
0"
1' -
0"8'
- 3"
0' -
7"0'
- 8"
3' -
4"0'
- 8"
2' -
3"8'
- 0"
6' -
0"1'
- 0"
NOTES:- FINISH FLOOR ELEVATION = 100'-0" (CIVIL ELEVATION 5333.7)- 18" DIA DRILLED PIERS DENOTED THUS: TOP OF PIER ELEV. = 96'-0" 10'-0" MIN TOTAL PIER LENGTH- 1/2" DIA X 12" ANCHOR BOLTS @ 24" O.C., BOLT
EACH SIDE EACH CORNER AND EACH SIDE EACH DOOR OPENING.
- PILASTER DENOTED THUS: REFER TO PILASTER DETAILS S4.1- SEE ARCH/MECH DRAWINGS FOR FLOOR DRAINS AND AREAS
OF RECESSED SLABS. SLOP SLAB TO DRAINS AND TRENCHESTYPICAL.
P1
DP 18 - 10(96'-0")
PIER DIA(INCHES)
MIN PENETRATIONINTO BEDROCK (FEET)
TOP OF PIERELEVATION
DP 18 - 12(96'-0")
9S4.110
S4.1
DP 24 - 10(96'-0")
11S4.1
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
7' -
6"8'
- 0"
6' -
0"0'
- 6"
DP 24 - 10(96'-0")
DP 24 - 10(96'-0")
DP 24 - 10(96'-0") P2
P2
DP 24 - 10(96'-0")
8
DP 24 - 10(96'-0")
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWNSIMPSON S/HDU9
HOLD DOWNSIMPSON S/HDU9
HOLD DOWN
ELEV. 98' - 0"
ELEV. 98' - 0"
ELEV. 98' - 0"
T.O. GR. BM
T.O. GR. BM
T.O. GR. BM.
ELEV. 99' - 4"
ELEV. 99' - 4"
ELEV. 99' - 4" T.O. GR. BMELEV. 99' - 4"
ELEV. 99' - 8"T.O. GR. BM
ELEV. 99' - 8"T.O. GR. BM.
ELEV. 99' - 8"T.O. GR. BM
ELEV. 99' - 8"
T.O. GR. BM
ELEV. 100' - 6"
T.O. GR. BM
1S4.2
100' - 6"
T.O. GR. BM
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
14:4
5 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
PIER AND GRADEBEAM PLAN - PAD B
S2.2
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1/4" = 1'-0"S2.21 PIER AND GRADE BEAM PLAN - PAD B
W
S
E
PLANNORTH
TRUENORTH
BB
1 2 3 3.5 4 5 6
1' - 0" 12' - 0" 2' - 0" 1' - 6" 3' - 0" 6' - 0" 3' - 0" 1' - 6" 2' - 6" 12' - 0" 2' - 6" 1' - 6" 3' - 0" 6' - 0" 3' - 0" 1' - 6" 7' - 3" 12' - 0"
3' -
6"16
' - 3
"0'
- 6"
A.5A.5
14K3
14K3
10K1
16K4
14K3
10K1
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
AA
TYPICAL FLOOR SYSTEM:4" CONCRETE SLAB ON 0.6C22ga
GALVANIZED DECK ON STEEL JOISTS. WELD / FASTEN DECK TO ALL SUPPORTS W/ 5/8"Ø PUDDLE
WELDS @ 10" o.c. REINFORCE SLAB W/ 6x6xW4.0xW4.0 W.W.F.
CENTERED IN SLAB. PROVIDE ¾"DEEP SAWN CONTROL JOINTS AT
10'-0" o.c. MAX.
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
1S4.1
2S4.1
4S4.1
2S5.0
1' -
3"9
SPA
@ 3
'-0"
1' -
9"10
SPA
@ 3
'-0"
1' -
3"27
' - 0
"1'
- 6"
1' -
3"27
' - 0
"1'
- 6"
1' -
9"10
EQ
SPA
@ 3
'-0"
1' -
6"
5S4.1
3S4.1
SIMPSON S/HDU9 HOLD DOWN
7S4.1
91' - 3"
5' -
0"3'
- 4"
7' -
11"
11' -
10"
3' -
4"
0' -
10"
0' -
3"14
' - 6
"3'
- 6"
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
34' -
3"
3' -
0"
10' - 0"
15' - 0" 15' - 0" 10' - 0" 17' - 0" 15' - 0" 7' - 3" 12' - 0"
7
SIMPSON S/HDU9 HOLD DOWN
W16
X36
(99'
-5 1
/2")
10K1
1' -
3"9
SPA
@ 3
'-0"
1' -
6"
2' -
4 1/
2"3
SPA
@ 3
'-0"
2' -
4 1/
2"
14' -
6"
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN SIMPSON S/HDU9
HOLD DOWNSIMPSON S/HDU9
HOLD DOWN
ELEV 99' - 4"
ELEV. 101' - 0"
T.O. GR. BM
ELEV. 102' - 6"
ELEV 99' - 4"T.O. GR. BM ELEV 99' - 4"
T.O. GR. BM
ELEV 99' - 4"T.O. GR. BM
ELEV 99' - 4"T.O. GR. BM
ELEV. 99' - 8"T.O. GR. BM ELEV. 99' - 8"
T.O. GR. BM
ELEV. 99' - 8"T.O. GR. BM
ELEV. 99' - 8"T.O. GR. BM
SIMPSON S/HDU9 HOLD DOWN
2S4.2
3S4.2
4S4.2
T.O. GR. BM
T.O. GR. BM
ELEV. 103' - 6"
7S4.2
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
26:3
5 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
FLOOR FRAMINGPLAN - PAD C
S2.3
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1/4" = 1'-0"S2.31 FLOOR FRAMING PLAN - PAD C
W
S
E
PLANNORTH
TRUENORTH
BB
8.5 9 10 10.5 11 12 13
A.5A.5
AA
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN14
K3
14K3
10K1
16K4
14K3
14K3
1' -
3"9
SPA
@ 3
'-0"
1' -
6"
10 S
PA @
3'-0
"1'
- 6"
1' -
3"27
' - 0
"1'
- 6"
1' -
3"27
' - 0
"1'
- 6"
10 E
Q S
PA @
3'-0
"1'
- 6"
2S5.0
7S4.1
2S4.1
4S4.1
1' - 6"12' - 0"1' - 6"1' - 6"3' - 0"6' - 0"3' - 0"1' - 6"10' - 0"1' - 6"3' - 0"6' - 0"3' - 0"1' - 6"8' - 0"
92' - 2"
TYPICAL FLOOR SYSTEM:4" CONCRETE SLAB ON 0.6C22ga
GALVANIZED DECK ON STEEL JOISTS. WELD / FASTEN DECK TO ALL SUPPORTS W/ 5/8"Ø PUDDLE
WELDS @ 10" o.c. REINFORCE SLAB W/ 6x6xW4.0xW4.0 W.W.F.
CENTERED IN SLAB. PROVIDE ¾"DEEP SAWN CONTROL JOINTS AT
10'-0" o.c. MAX.
80' - 0"
3S4.1
9S4.110
S4.1
11S4.1
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
W16
X36
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
(99'
-5 1
/2")
0' -
6"10
' - 0
"3'
- 4"
0' -
2"2'
- 0"
3' -
4"11
' - 3
"14
' - 6
"2' - 6" 12' - 0" 2' - 6"
31' -
3"
3' -
6"
12' - 2" 8' - 0" 15' - 0" 17' - 0" 10' - 0" 15' - 0" 15' - 0" 0' - 2"
10K1
1' -
3"9
SPA
@ 3
'-0"
1' -
6"
1' -
3"27
' - 0
"1'
- 6"
8
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWN
SIMPSON S/HDU9 HOLD DOWNSIMPSON S/HDU9
HOLD DOWNSIMPSON S/HDU9
HOLD DOWN
ELEV 100' - 6"T.O. GR. BM
W16
X36
W16
X36
(99'
-5 1
/2")
(99'
-5 1
/2")
1S4.2
2S4.2
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
15:3
6 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
FLOOR FRAMINGPLAN - PAD B
S2.4
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1/4" = 1'-0"S2.41 FLOOR FRAMING PLAN - PAD B
W
S
E
PLANNORTH
TRUENORTH
B
1 2 3 3.5 4 5 6
1' - 8 1/2"
@ 4'-0"
3 EQ SPA 2' - 7 1/2"
@ 4'-0"
3 EQ SPA 2' - 7 1/2"
@ 4'-0"
6 E6 SPA 3' - 4"
@ 4'-0"
5 EQ SPA1' - 7 1/2"
1' - 7 1/2"
4' - 0" 4' - 0"2' - 4 1/2"
79' - 3" 2' - 6 5/8" 9' - 5 3/8" 2' - 6"
A.5
A
TYPICAL ROOF SYSTEM:1½" 20 GA. TYPE-B GALVANIZED STEEL DECK ON
STEEL JOISTS. WELD DECK TO SUPPORTS PERPENDICULAR TO DECK SPAN W/ (7) 5/8" Ø
PUDDLE WELDS PER 36" SHEET. WELD DECK TO SUPPORTS PARALLEL TO DECK SPAN W/ 5/8" Ø PUDDLE WELDS @ 6"o.c. PROVIDE SIDE SEAM
CONNECTIONS (#12 TEK SCREWS) @ 12"o.c. FRAME ALL OPENINGS THRU DECK W/ 3x3x¼ STEEL ANGLE ON ALL FOUR SIDES. WELD ANGLES TO JOIST TOP CHORD, TYP. SEE MECH. AND ARCH. DRAWINGS
FOR SIZES AND LOCATIONS OF OPENINGS.
5S4.1
16' -
3"
14' -
6"
3' -
6"
30' -
9"
79' - 3"
15' - 0" 15' - 0" 10' - 0" 17' - 0" 15' - 0" 7' - 3" 12' - 0"
13' -
6"
2' -
9"14
' - 6
"2'
- 6"
1' -
0"
5' -
0"3'
- 4"
7' -
11"
3' -
6"
3S5.0
5S5.0
2' - 6" 14' - 6"
2' -
6"2'
- 6"
2' - 6"
2' -
6"
6' - 9" 12' - 0" 2' - 6"
5S5.0
7S5.0
114' - 11 1/4"T.O. STL
114' - 11 1/4"T.O. STL
114' - 3 3/4"
T.O. STL
115' - 0 1/4"
T.O. STL
7
2' -
6"
16K4
16K4
114' - 7 3/4"T.O. STL
16K4
24K9
3S4.2
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
27:5
1 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
ROOF FRAMING PLAN- PAD C
S2.5
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1/4" = 1'-0"S2.51 ROOF FRAMING PLAN - PAD C
W
S
E
PLANNORTH
TRUENORTH
B
8.5 9 10 10.5 11 12 13
1' - 8 1/2"
@ 4'-0"
3 EQ SPA2' - 7 1/2"
@ 4'-0"
3 EQ SPA2' - 7 1/2"
@ 4'-0"
6 E6 SPA3' - 4"
@ 4'-0"
8 EQ SPA1' - 2 1/2"
2' - 4"0' - 2"80' - 0"12' - 2"2' - 4"
24K9
A.5
A
TYPICAL ROOF SYSTEM:1½" 20 GA. TYPE-B GALVANIZED STEEL DECK ON
STEEL JOISTS. WELD DECK TO SUPPORTS PERPENDICULAR TO DECK SPAN W/ (7) 5/8" Ø
PUDDLE WELDS PER 36" SHEET. WELD DECK TO SUPPORTS PARALLEL TO DECK SPAN W/ 5/8" Ø PUDDLE WELDS @ 6"o.c. PROVIDE SIDE SEAM
CONNECTIONS (#12 TEK SCREWS) @ 12"o.c. FRAME ALL OPENINGS THRU DECK W/ 3x3x¼ STEEL ANGLE ON ALL FOUR SIDES. WELD ANGLES TO JOIST TOP CHORD, TYP. SEE MECH. AND ARCH. DRAWINGS
FOR SIZES AND LOCATIONS OF OPENINGS.
9S4.110
S4.1
11S4.1
16' -
3"
14' -
6"
3' -
6"
30' -
9"
2' -
6"1'
- 8"
3' -
4"11
' - 3
"
10' -
0"
3' -
4"2'
- 11
"18
' - 0
"
12' - 0" 8' - 0" 15' - 0" 17' - 0" 10' - 0" 15' - 0" 15' - 0"
92' - 0"
3' -
6"
2' -
6"
2' -
6"
2' -
6"
5S5.0
6S5.0
2' -
6"
5S5.0
114' - 11 1/4"
T.O. STL114' - 11 1/4"
115' - 0 1/4"
T.O. STL
T.O. STL
11S4.1
8
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
15:4
4 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
ROOF FRAMING PLAN- PAD B
S2.6
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1/4" = 1'-0"S2.61 ROOF FRAMING PLAN - PAD B
W
S
E
PLANNORTH
TRUENORTH
B
1 2 3 3.5 4 5 6
A.5
A
1' -
11 3
/4"
3' -
0 1/
2"3'
- 6"
2' -
3 3/
4"
1' - 6" 0' - 3" 14' - 6" 0' - 3" 1' - 6"
HSS
8X6X
.250
HSS
8X6X
.250
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
HSS
8X6X
.250
HSS
8X6X
.250
0' - 3" 14' - 6" 0' - 3"
1' -
11 3
/4"
3' -
0 1/
2"3'
- 6"
2' -
3 3/
4"
7S5.0
1' -
3 1/
2"@
2'-0
" O.C
.1'
- 5"
1' -
5"3
SPA
@ 2
'-0" O
.C.
1' -
3 1/
2"
7
(117
' 3 1
/8")
(117
' 3 1
/8")
(117
' 3 1
/8")
(117
' 3 1
/8")
B
8.5 9 10 10.5 11 12 13
A.5
A
1' - 6"0' - 3"14' - 6"0' - 3"1' - 6"0' - 3"14' - 6"0' - 3"
7S5.0
HSS
8X6X
.250
HSS
8X6X
.250
HSS
8X6X
.250
HSS
8X6X
.250
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
8
1' -
3 1/
2"3
SPA
@ 2
'-0" O
.C.
1' -
5"
1' -
5"3
SPA
@ 2
'-0" O
.C.
1' -
3 1/
2"
(117
' 3 1
/8")
(117
' 3 1
/8")
(117
' 3 1
/8")
(117
' 3 1
/8")
1' -
11 3
/4"
3' -
0 1/
2"3'
- 6"
2' -
3 3/
4"
1' -
11 3
/4"
3' -
0 1/
2"3'
- 6"
2' -
3 3/
4"
E975 12 GASUPPORT CLIP
W/ 5- # 10 SCREWS
2- 0.157 DIA PAF
HSS8X6X1/4
1' - 6"0' - 3"14' - 6"0' - 3"1' - 6"
2' -
11 3
/8" 4
12
117' - 11 1/8"
S2.74
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
15:4
7 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
ENTRANCE ROOFFRAMING PLAN
S2.7
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1/4" = 1'-0"S2.71 ENTRANCE ROOF FRAMING PLAN - PAD C
1/4" = 1'-0"S2.72 ENTRANCE ROOF FRAMING PLAN - PAD B
1" = 1'-0"S2.74 DETAIL
1/2" = 1'-0"S2.73 TRUSS T1 ELEVATION
COLD-FORMED TRUSS NOTES:1. TRUSS DESIGNATION ON PLANS:
TX = COMMON TRUSS2. DESIGN TRUSSES USING SNOW AND WIND LOAD CRITERIA LISTED IN THE STRUCTURAL GENERAL NOTES, SHEET S1.1, OTHER LOADS INDICATED ON DRAWINGS AND THE FOLLOWING UNIFORM DEAD LOADS:
TOP CHORD DEAD LOAD = 20 PSFBOTTOM CHORD DEAD LOAD = 10 PSF
3. HIP AND VALLEY FRAMING MAY VARY FROM THAT SHOWN ON PLANS WITH APPROVAL OF STRUCTURAL ENGINEER.4. WEB CONFIGURATION MAY VARY FROM THAT SHOWN ON ELEVATIONS.5. RIGID CONNECTORS SHOWN ON THE DRAWINGS ARE MANUFACTURED BY CLARK DIETRICH AND ARE DESIGNATED BY THE MANUFACTURER'S PRODUCT NUMBER. TWIST STRAPS AND HURRICAN TIES SHOWN ON THE DRAWINGS ARE MANUFACTURED BY SIMPSON STRONG TIE AND ARE DESIGNATED BY THE MANUFACTURER'S PRODUCT NUMBER. ALTERNATE CONNECTORS MAY BE USED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER.6. SCREWS SHALL BE #10 SELF DRILLING SCREWS UNLESS OTHERWISE INDICATED.7. EMBED POWER ACTUATED FASTENERS (PAF) IN CONCRETE AND MASONRY TO DEPTHS INDICATED. POWER ACTUATED FASTENERS USED TO FASTEN TO STRUCTURAL STEEL SHALL HAVE KNURLED SHANKS.8. FOLLOW REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE WITH A MAXIMUM ALLOWABLE LIVE LOAD DEFLECTION OF L/360.9. SHOP DRAWINGS, AN ERECTION PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.10. CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF WYOMING.11. SHOP DRAWINGS SHALL DETAIL EACH TRUSS TYPE, APPLICABLE CONNECTIONS, TRUSS LAYOUT, AND BRACING.12. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACING, STIFFENERS, AND OTHER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR.
CORNER INTERSECTION
2'-0'
2'-0
'
2'-0
'
10"
EXTEND ALL HORIZONTAL
BARS THROUGHCORNER (TYP)
#5 CORNER BARS ATOUTSIDE FACE. LAP WITHHORIZONTAL BARS
EXTEND ALL HORIZONTAL
BARS THROUGHINTERSECTION
#5 CORNER BAR ATOUTSIDE FACES. LAPWITH HORIZONTAL BARS.
KEY FULLWIDTH OFWALL (TYP)
LONGITUDINAL REINFORCEMENT
CONTINOUS THROUGHCONSTRUCTION
JOINT
CONSTRUCTION JOINT(PLACE WITHIN MIDDLETHIRD OF SPAN UNLESSOTHERWISE APPROVED)
CL
8"8"
(TYP
)
1 1/2"
VERT REINF
REINFORCEMENT SCHEDULE
DIAMETER TIES18" 4- #6 #4@24"
PLAN DESIGNATION
-2'-0"DP 18-5
TOP OF PIER ELEVATION
MINIMUM PENETRATIONINTO BEDROCK (FEET)
PIER DIAMETER(INCHES)
18" L
AP
3" CLR
RE: PLAN
DIA
PIER SECTION
VERT BARSRE: SCHEDULE
#4 CLOSED TIE
PIER ELEVATION
SPLICE BARS AT BOTTOM OF PIER ASREQ'D FOR OVERRUN IN PIER LENGTH
#4 CLOSED TIE(TYP)
VERT BARSRE: SCHEDULE
RE: PLAN
DIA
6" M
AX@
4" O
.C.
(10'
-0" M
IN T
OTA
L O
VER
ALL
PIER
LEN
GTH
)
PIER
LEN
GTH
= 1
0'-0
" OR
35'
-6"
(RE F
ER T
O P
LAN
DES
IGN
A TIO
N)
MIN
IMU
M P
ENET
RAT
ION
INTO
CO
MPE
TEN
T BE
DR
OC
K
6" M
AX
2'-6
" (#7
)
2'-0
" (#5
AN
D #
6)
DRILLED PIER
24" 8- #7 #4@12"
3-TI
ES
ELEV. 96'-0"
4- #6 PIER DOWELS(2 EA FACE)
2' -
6"2'
- 6"
0' - 8"0' - 8"
SIDE FACE REINFORCEMENT
#4 CLOSED STIRRUP
DRILLED PIER (TYP)RE: DETAIL 5/S1.2 FOR DOWELSINTO GRADE BEAM
BOTTOM REINFORCEMENT CONTINUOUS BETWEEN DRILLED PIERS
TOP REINFORCEMENTLAP SPLICE ONLY AT MID-SPANBETWEEN DRILLED PIERS
LAP 71" MIN
BOTTOM REINFORCEMENTLAP SPLICE ONLY AT DRILLED
PIERS
SIDE FACE REINFORCMENTLAP SPLICE AT MID-SPAN FOREXTERIOR FACE BARS AND LAPSPLICE AT DRILLED PIER FORINTERIOR FACE BARS
SIDE FACE REINFORCMENTLAP SPLICE AT MID-SPAN FOR
EXTERIOR FACE BARS AND LAPSPLICE AT DRILLED PIER FOR
INTERIOR FACE BARS
LAP 37" MIN
LAP 71" MIN
TOP REINFORCEMENTCONTINUOUS THROUGH
BLOCKOUT
2- #5
RE: PLAN 2' - 0" (TYP)
0' -
8"0'
- 2"
PIPE SLEEVECL BLOCKOUTRE: PLAN
"W"
LDT (TOP BLOCKOUT)
LD (RE: TABLE)
NOTES:1. PROVIDE SLEEVES FOR ALL PIPING THROUGH GRADE BEAMS. PROVIDE SLEEVE DIAMETER TO PROVIDE AN ANNULAR SPACE NOT GREATER THAN 1 INCH.2. COORDINATE LOCATION AND ELEVATION OF SLEEVES WITH MECHANICAL.3. DO NOT CUT OR MOVE REINFORCEMENT UNLESS OTHERWISE DIRECTED. STIRRUPS MAY BE ADJUSTED PROVIDED THAT MAXIMUM SPECIFIED SPACING IS NOT EXCEEDED.4. PROVIDE BLOCKOUTS IN BOTTOM OR TOP OF GRADE BEAM ONLY WHERE DESIGNATED ON PLAN.5. CORE DRILLING THROUGH GRADE BEAM NOT PERMITTED WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER.
DEVELOPMENT LENGTHS
BAR SIZE LD LDT
#5
#6
#7
#8
#9
2'-0"
2'-5"
3'-6"
4'-0"
4'-6"
2'-7"
3'-1"
4'-6"
5'-2"
5'-10"
TOP HORIZONTAL WALLREINFORCEMENT
2' - 0"
1' -
6"
REFER TO PLAN FOR LOCATION
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
15:5
0 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
STANDARD GRADEBEAM DETAILS
S3.0
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
3/4" = 1'-0"S3.01 GRADE BEAM CORNER BARS
3/4" = 1'-0"S3.02 GRADE BEAM CONSTRUCTION JOINT
1/2" = 1'-0"S3.03 DRILLED PIER DETAIL
1/2" = 1'-0"S3.05 TYP GRADE BEAM ELEVATION
1/2" = 1'-0"S3.06 BLOCKOUT IN GRADE BEAM AT EXTERIOR DOORWAY
1/2" = 1'-0"S3.07 TYP PIPE PENETRATION THROUGH GRADE BEAM
3/4" = 1'-0"S3.04 STEP AT TOP OF GRADE BEAM
0' -
8"
SLAB REINFORCING, SEE PLAN
CONCRETE SLAB
EL. SEE PLAN
SAW CUT ¼ OF SLAB THICKNESS
0' -
8"
SLAB REINFORCING, SEE PLAN
CONCRETE SLAB
EL. SEE PLAN
KEYWAY
SPLICE LENGTH
EQEQ
SLAB REINFORCING, SEE PLAN
CONCRETE SLAB
EL. SEE PLAN
KEYWAY
EQEQ
SLAB REINFORCING, SEE PLAN
CONCRETE SLAB
EL. SEE PLAN
REC
ESSE
DEQ
SPLICE LENGTH
SLAB CONSTRUCTION JOINT SLAB CONTROL JOINT
MECH. EQUIPMENT PAD
RECESSED SLAB
MAX
.
0' -
4"
REINF. PADS W/ #3 @ 12" o.c. EA. WAY. SEE MECH. DWGs FOR LOCATIONS AND SIZES
nOTE:COORDINATE LOCATION AND DIMENSIONSOF EQUIPMENT PAD WITH MECHANICAL
NOTE:1. SAW CUT JOINT AS SOON AS POSSIBLE AFTERSLAB FINISHING WITHOUT SPALLING OR DISLODGINGAGGREGATE.
NOTE:RETAINED-IN-PLACE GALVANIZED STEEL KEYFORM MAY BE USED IN LIEU OF FORMED KEYJOINT SHOWN. STEEL KEY FORM SHALL MATCHNOMINAL SLAB THICKNESS (t).
3/4" CHAMFER (TYP)
6'-0" MIN. OPENING 6'-0" MIN.
HOLD DOWN TOP OF FOUNDATION WALL AT DOORWAYS FULL SLAB THICKNESS
CUT OFF TOP BARS @ OPENING
BARS UNDER OPENING TO MATCH TOP BARS
NOTE: EXTEND ALL HORIZ. REINF. THRU BULKHEAD
4' - 0" MIN.
FIRST POUR SECOND POUR
SEE FOOTING CONSTRUCTION JOINT
(3) - 1½" x 6" HORIZ. KEYWAY
SPLICE LENGTH SCHEDULE
SPLICE LENGTHBAR SIZE TOP BARS OTHER BARS
#3 24" 19"#4#5#6#7#8
32" 24"40" 30"48" 36"70" 54"80" 62"
NOTE: CONCRETE TO HAVE A MIN. 4000 PSI COMPRESSIVE STRENGTH.
SPLI
CE
LEN
GTH
SPLICE LENGTH
SPLI
CE
LEN
GTH
SPLICE LENGTH
SPLI
CE
LEN
GTH
SPLICE LENGTH
SPLI
CE
LEN
GTH
SPLICE LENGTH
NOTE: CORNER BARS TO MATCH HORIZ. REINF.
NOTES:1. PROVIDE CORNER BARS WITH STANDARD LAP AS INDICATED.2. PROVIDE HORIZONTAL WALL REINFORCEMENT WITH STANDARD HOOK AT END, OR PROVIDE SEPARATE CORNER BAR WITH END HOOK AND LAP WITH WALL REINFORCEMENT.3. CORNER BARS SHALL MATCH WALL REINFORCEMENT.4. STANDARD LAP LENGTHS: #4 = 25", #5 = 31"
3-600S162-54AT CORNER (MIN)
7/8" X 24" ANCHOR BOLT(ASTM 1554 GR 55)
1/2" DIA X12" ANCHORBOLT @ 24" O.C.
(ASTM 1554 GR 36)
SIMPSON S/HDU9 HOLDDOWNATTACH TO STUDS WITH
(18) #14 SIMPSON STRONG-TIEFASTENERS (REFER TO
MANUFACTURER)
EXTRA #4 TIE EA SIDE OF ANCHOR ROD
EMBE
D 2
'-0"
CONT. GRADE BEAMREINFORCING RE: 1/S4.1
8"
3'-7
"
1/8" 3"@12"o.c.TYP. @ MULTIPLE STUDS
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
15:5
5 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
STANDARDFOUNDATION
DETAILS
S3.1
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1 1/2" = 1'-0"SLAB ON GRADE DETAILS
1" = 1'-0"FOUNDATION WALL @ OPENING
3/4" = 1'-0"
FOUNDATION WALL@ BULKHEAD CONSTRUCTIONJOINT
1 1/2" = 1'-0"SPLICE LENGTH SCHEDULE
3/4" = 1'-0"S3.19 TYPICAL HOLD DOWN DETAIL
STEEL STUDWALL SCHEDULE6" STUDWALL HEADERS
WIDTH OF OPENING KINGTRIMMER
UP TO 7'-4" * 3
TYPE
A/B*
NOTE: 1. PROVIDE HEADERS PER SCHEDULE OVER OPENINGS IN ALL STUD WALLS.2. SEE ARCH. AND MECH. DWGs FOR SIZES AND LOCATIONS OF OPENINGS.3. WHERE HEADERS ARE SPECIFICALLY SHOWN ON PLAN TAKES PRECEDENT OVER SCHEDULE.4. * - AT BRICK VENEER PROVIDE TYPE B.5. PROVIDE CONT. TRACK SILL PLATES AT ALL WINDOWS U.N.O.
12'-0" TO 14'-0"
C7'-4" TO 12'-0"
D
SUPPORT STUDSREMARKS
2
2
3
5
5
SEE NOTE 4.
TYPE DNOT TO SCALE
TRIMMER STUDS
KING STUDS
6" TRACK
CUT AND BEND WEB, SCREW FLANGES W/ #12 TEK SCREW, TYP
TYPE CNOT TO SCALE
TYPE BNOT TO SCALE
TYPE ANOT TO SCALE
TS-6x6x1/4 TS-6x6x3/8
TS-6x2x1/4 CONT. SILL UNDER WINDOWS
TS-8x6x1/4
TS-6x2x1/4 CONT. SILL UNDER WINDOWS
(2) 6" x 16ga. STUDS, TYP.
6" x 16ga. TRACK TOP AND BOTTOM, TYP.
1/8" 3"@12"o.c.
TYP. @ MULTIPLE STUDS1/8" 3"@12"o.c.
TYP.
1/8"
1/8" 3"@12"o.c.TYP.
BEARING DETAILNOT TO SCALE
NOTE: 1. SEE ARCH. AND MECH. DWGs FOR SIZES AND LOCATIONS OF OPENINGS.
HEAD DETAIL FOR DRY STACK STONE AT OPENINGS < 4'-0"
SILL DETAIL AT DRY STACK STONE AT OPENINGS < 4'-0"
0' - 6" 0' - 6"
1' - 0"
STUD HEADER PER SCHEDULE
STUD WALL, SEE DETAILS FOR SIZE
1/8"
BENT PLATE 1/4" x 6" x 6" x CONT. WELDED TO EA STUD
BENT PLATE 1/4" x 6" x 6" x CONT.
3/16" 4"@12"o.c.
LOW STUDWALL THAT IS ABOVE CEILING
PERPENDICULAR TO JOISTS
NOTE: PROVIDE AT ALL NON-BEARING WALLS AT FLOOR AND ROOF. SEE ARCH. FOR OCCUPANCY SEPARATION WALL DETAILS.
PARALLEL TO JOISTS
PARTIAL HEIGHT STUDWALL
TS-6 x 4 x ¼ x CONT. WELD TO STEEL COLUMN OR (3) JAMB STUDS (FULL HEIGHT) EA. END
0' -
1" M
IN.
STEEL ANGLE 3 x 3 x ¼ X CONT. WELDED TO CROSS ANGLES
STEEL ANGLE 3 x 3 x ¼ @ 6'-0"o.c. WELDED TO JOISTS, THRU WALL
PARALLEL TO JOISTS
0' -
1" M
IN.
STEEL ANGLE 3 x 3 x ¼ X CONT. WELDED TO CROSS ANGLES
STEEL ANGLE 3 x 3 x ¼ @ 6'-0"o.c. WELDED TO JOISTS, THRU WALL
STEEL ANGLE 3 x 3 x ¼ X CONT. WELDED TO JOIST BOTTOM CHORD
PERPENDICULAR TO JOISTS
STEEL ANGLE 3 x 3 x ¼ X CONT. WELDED TO JOIST BOTTOM CHORD
3 5/8" x 18ga STUD BRACE @ 4'-0" o.c., SCREWED TO TRACK W/ (2) #12 TEK SCREWS
CEILING
3 5/8" x 18ga TRACK SCREWED TO JOISTS @ 4'-0" o.c.
STEEL ANGLE 2½ x 2½ x ¼ EA. SIDE OF JOIST FIELD WELDED TO JOIST CHORDS, LOCATE AT PANEL POINT @ TOP CHORD AND AT LOADED AREA @ BOTTOM CHORD
CONCENTRATED LOAD AT BOTTOM CHORD
CONCENTRATED LOAD AT TOP CHORD
STEEL ANGLE 2½ x 2½ x ¼ EA. SIDE OF JOIST FIELD WELDED TO JOIST CHORDS, LOCATE AT PANEL POINT @ BOTTOM CHORD AND AT LOADED AREA @ TOP CHORD
1/8" 2"
TYP. WELD ONLY PARALLEL TO JOIST CHORD AXIS
NOTE:1. SEE MECH. DWGs FOR LOCATION AND SIZE OF SUSPENDED OR ROOF MOUNTED UNITS AND SPRINKLER PIPING.2. JOIST REINF. BY GENERAL CONTRACTOR.3. CONCENTRATED LOAD LESS THAT 150# DO NOT REQUIRE JOIST REINFORCEMENT.4. CONCENTRATED LOADS PLACED DIRECTLY AT PANEL POINTS SO REQUIRE JOIST REINFORCEMENT.
ROOF DECK
STEEL ANGLE 3x3x1/4, TYP.
STEEL JOIST
OPENING
3/16"TYP.
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
15:5
7 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
STANDARD STEELDETAILS
S3.2
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1 1/2" = 1'-0"STEEL STUDWALL HEADER SCHEDULE
1 1/2" = 1'-0"LOOSE LINTEL DETAILS
1" = 1'-0"NON-BEARING WALL SUPPORT
1" = 1'-0"S3.25 JOIST REINFORCING DETAIL
1" = 1'-0"S3.26 ROOF DECK OPENING DETAIL
PIER96' - 0"
FOUNDATION100' - 0"
4- #6 DOWELS
DRILLED PIERRE: 3/S3.0
#4 CLOSED TIE
0' -
2"
0' -
3"0'
- 3"
2 EQ
SPA
0' -
3"2'
- 4"
8- #5 VERTICAL
1/4
3/8" STIFFENER PLATEEA SIDE OF WEB
99' - 5 1/2"
0' - 7" 0' - 7"
+/- 1" NONSHRINK GROUT
10"X14"X3/4" BRG PLATE
5S4.2
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD@ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
600S162-54 @ 16" O.C.
1/2" DIA X 12" ANCHOR BOLTS@ 24" O.C. (TYP)
TYPICAL WALL SHEATHING:RE: 2/S4.1
STIFFENER RE: 1/S5.01/41/4
600T125-54 (#10 SCREW EACH SIDE EA STUD TYP BOTTOM TRACK TO STUD CONN)
RE: 2/S4.1 FOR CONTGRADE BEAM REINF
4- #6 DOWELS
#4 CLOSED TIE
8- #5 VERTICAL
99' - 5 1/2"
0' -
2"0'
- 3"
0' -
3"2
EQ S
PA0'
- 3"
2' -
4"
10"X14"X3/4" BRG PLATE
2' -
0"
#4 FSV @ 12"
18"
10"+26"
DRILLED PIERRE: 3/S3.0
6S4.2
4" VOID FORM (TYP)
3' -
6"
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD@ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
14K3
1' - 0"
#4 FSV @ 12"18"
10" +26"
600S162-54 @ 16" O.C.
1/2" DIA X 12" ANCHOR BOLTS@ 24" O.C. (TYP)
TYPICAL WALL SHEATHING:RE: 2/S4.2
DRILLED PIER BEYONDRE: 3/S3.0
4- #6 DOWELS
2-#7 TOP AND BOTTOM
#4 CLOSED STIRRUP12" MAX SPACING
8"
4'-7
"
4- #6 EA FACE
4" VOID FORM (TYP)
600T125-54 (#10 SCREW EACH SIDE EA STUD TYP BOTTOM TRACK TO STUD CONN)
1' -
0"
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD @ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
600S162-54 @ 16" O.C.
1/2" DIA X 12" ANCHOR BOLTS@ 24" O.C. (TYP)
TYPICAL WALL SHEATHING:3/4" APA RATED, EXTERIOR 40/20,
PLYWOOD SHEATHING. FASTEN TO METAL STUDS USING 1 1/2" #8 SCREWS
SPACED AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.
ALL SHEATHING EDGES ARE ATTACHED TO STRUCTURAL MEMBERS OR PANEL BLOCKING
UNLESS OTHERWISE SPECIFIED.
0' - 6" 0' - 6"
#4 FSV @ 12"18"
10" +26"
DRILLED PIER BEYONDRE: 3/S3.0
4- #6 DOWELS
2-#7 TOP AND BOTTOM
#4 CLOSED STIRRUP12" MAX SPACING
8"6'
-7"
8- #6 EA FACE
4" VOID FORM (TYP)
0' - 6"
600T125-54 (#10 SCREW EACH SIDE EA STUD TYP BOTTOM TRACK TO STUD CONN)
3' -
6"
2-#7
2-#6 0' -
4"0'
- 4"
2-#6
PIER96' - 0"
FOUNDATION100' - 0"
A.5
2' -
0"2'
- 4"
4- #6 DOWELS
DRILLED PIERRE: 3/S3.0
#4 CLOSED TIE
8- #5
0' -
2"
0' -
3"
0' -
3"
2 EQ
SPA
0' -
3"
SECTION4- #6 DOWELS
DRILLED PIER
2' -
4"
8- #5
#4 CLOSED TIE
2'-0"
2'-0
"
1' -
2"1'
- 2"
0' -
4"0'
- 4"
2' - 4"
1' - 2" 1' - 2"
0' - 4" 0' - 4"
W16X36W16X360' - 10" 0' - 10"
1S5.0
3/8" STIFFENER EASIDE OF BEAM
VOID FORMS UNDERPIER CAPS
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD@ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
1' - 0"
#4 @ 12" O.C.
3'-7
"
2'-8"
#4 SLAB DOWELMAY BE FIELD BENT
RE: PLAN FORSLAB REINF
0' -
8"3'
- 4"
0' - 8" 2' - 4" 0' - 6" 0' - 6"
#4 @ 12" EWEXTEND TOP BAR10" TO GRADE BM
DRILLED PIER BEYONDRE: 3/S3.0
4- #6 DOWELS
2-#7 TOP AND BOTTOM
#4 CLOSED STIRRUP12" MAX SPACING
8"
3'-7
"
3- #6 EA FACE
2-#6 CONT. TOP AND BOTTOM
2- #4 CONT. EQ SPA
TYPICAL AT DOOR OPENINGS
#4 FSV @ 12"18"
10" +26"
4" VOID FORM (TYP)
PIER96' - 0"
FOUNDATION100' - 0"
B
#4 FSV @ 12"
18"
10"+26"
3' -
4"
2' -
8"
#6 @ 12"
#5 @ 12"
3- #6 EA FACETO MATCH GRADE BEAM 1REINFORCING
3- #7
3- #7
#5 @ 12" EF#5 @ 12" EF
115' - 9 1/8"
#4 CLOSED STIRRUP12" MAX SPACING
8"
3'-7
"
DRILLED PIER BEYONDRE: 3/S3.0
1/8
1.5 WR 20 GAUGE STEEL ROOF DECK 65/8
L 4x4x1/4 w/ 3/4" DIA THREADED ROD @ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
1' - 0" 1' - 6"
1' -
5 3/
8"
600S162-54 @ 16" O.C.
6- 0.157" DIA PAF (1 1/2"EMBEDMENT) EA STUD
0' - 4"0' - 4"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD @ 24" O.C.
EPOXY GROUT 6" MIN (TYP HILTI HY 200)
JOIST BRG114' - 3 3/4"
#6 @ 12"
#5 @ 12"
4" VOID FORM (TYP)
SIMPSON LSTA12 STRAP @ 2' SCREW TO CONCRETE USING TITEN 2 SCREWS
SIMPSON MTS12 EA STUDTWIST STRAP SCREW TOCONCRETE WITH TITEN 2 SCREWS
600T125-54
PIER96' - 0"
FOUNDATION100' - 0"
B
#4 FSV @ 12"
18"
10"+26"
#6 @ 12"
#5 @ 12"
3- #6 EA FACETO MATCH GRADE BEAM 1REINFORCING
3- #7
#5 @ 12"
#5 @ 12" EF
#4 CLOSED STIRRUP12" MAX SPACING
8"
3'-7
"
3' -
4"
2' -
8"
3- #7
STIFFENER RE: 1/S5.0
1/41/4
4- #6 DOWELS
#4 CLOSED TIE
8- #5 VERTICAL
10"X14"X3/4" BRG PLATE
DRILLED PIERRE: 3/S3.0
1/8
1.5 WR 20 GAUGE STEEL ROOF DECK 65/8
L 4x4x1/4 w/ 3/4" DIA THREADED ROD @ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
1' - 0" 2' - 0"
116' - 3 1/8"
600S162-54 @ 16" O.C.
6- 0.157" DIA PAF (1 1/2"EMBEDMENT) EA STUD 0' - 2"
0' - 6"
PIER CL
0' - 2"
114' - 4"
4" VOID FORM (TYP)
SIMPSON LSTA12 STRAP @ 2'SCREW TO CONCRETE USING
TITEN 2 SCREWS
SIMPSON MTS12 @ EA STUDTWIST STRAP SCREW TOCONCRETE WITH TITEN 2 SCREWS
600T125-54
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x1/4 w/ 3/4" DIA THREADED ROD @ 24" O.C.
EPOXY GROUT 6" MIN (TYP HILTI HY 200)
DRILLED PIER BEYONDRE: 3/S3.0
4- #6 DOWELS
#4 CLOSED STIRRUP12" MAX SPACING
8"
4'-1
"
3- #6 EA FACE
#5 X 5'-0" @ 12"
#5 @ 12" EW
0' - 8" 0' - 4"
3- #7
3- #7
3' -
0"2'
- 0"
#4 FSV @ 12"
18"
10"+26"
65/8
L 4x4x1/4 w/ 3/4" DIA THREADED ROD @ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
0' - 6" 0' - 2" 2' - 4"
600S162-54 @ 16" O.C.
6- 0.157" DIA PAF (1 1/2"EMBEDMENT) EA STUD 0' - 5" 0' - 1 1/2"
114' - 7 1/2"" VARIES "
116' - 3 1/8"
4" VOID FORM (TYP)
600T125-54
SIMPSON LSTA12 STRAP @ 2'SCREW TO CONCRETE USING
TITEN 2 SCREWSSIMPSON MTS12 @ EA STUDTWIST STRAP SCREW TOCONCRETE WITH TITEN 2 SCREWS
0' -
6"
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
21:3
9 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
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hells
B&C
\206
5 C
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ON
S ST
RU
CTU
RAL
190
621.
rvt
FOUNDATIONDETAILS
S4.1
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
S B
LV
D, C
AS
PE
R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1" = 1'-0"S4.1 S2.37 FOUNDATION SECTION
1" = 1'-0"S4.1 S2.15 FOUNDATION SECTION
1" = 1'-0"S4.1 S2.11 FOUNDATION SECTION
1" = 1'-0"S4.1 S2.12 FOUNDATION SECTION
1" = 1'-0"S4.1 S2.14 FOUNDATION SECTION
1" = 1'-0"S4.1 S2.13 FOUNDATION SECTION
1" = 1'-0"S4.1 S2.29 SECTION
1" = 1'-0"S4.1 S2.210 SECTION
1" = 1'-0"S4.1 S2.211 SECTION
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD@ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
14K3
0' - 6"
#4 FSV @ 12"18"
10" +26"
600S162-54 @ 16" O.C.
1/2" DIA X 12" ANCHOR BOLTS@ 24" O.C. (TYP)
TYPICAL WALL SHEATHING:RE: 2/S4.2
DRILLED PIER BEYONDRE: 3/S3.0
4- #6 DOWELS
2-#7 TOP AND BOTTOM
#4 CLOSED STIRRUP12" MAX SPACING
8"
4'-1
"
3- #6 EA FACE
4" VOID FORM (TYP)
600T125-54 (#10 SCREW EACH SIDE EA STUD TYP BOTTOM TRACK TO STUD CONN)
0' -
6"
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD @ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
600S162-54 @ 16" O.C.
1/2" DIA X 12" ANCHOR BOLTS@ 24" O.C. (TYP)
TYPICAL WALL SHEATHING:3/4" APA RATED, EXTERIOR 40/20,
PLYWOOD SHEATHING. FASTEN TO METAL STUDS USING 1 1/2" #8 SCREWS
SPACED AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.
ALL SHEATHING EDGES ARE ATTACHED TO STRUCTURAL MEMBERS OR PANEL BLOCKING
UNLESS OTHERWISE SPECIFIED.
0' - 6" 0' - 6"
#4 FSV @ 12"18"
10" +26"
DRILLED PIER BEYONDRE: 3/S3.0
4- #6 DOWELS
2-#7 TOP AND BOTTOM
#4 CLOSED STIRRUP12" MAX SPACING
8"
4'-1
" 3- #6 EA FACE
4" VOID FORM (TYP)
0' - 6"
600T125-54 (#10 SCREW EACH SIDE EA STUD TYP BOTTOM TRACK TO STUD CONN)
0' -
6"
PIER96' - 0"
FOUNDATION100' - 0"
L 4x4x3/8 w/ 3/4" DIA THREADED ROD@ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
600S162-54 @ 16" O.C.
1/2" DIA X 12" ANCHOR BOLTS@ 24" O.C. (TYP)
TYPICAL WALL SHEATHING:RE: 2/S4.1
STIFFENER RE: 1/S5.01/41/4
600T125-54 (#10 SCREW EACH SIDE EA STUD TYP BOTTOM TRACK TO STUD CONN)
4- #6 DOWELS
#4 CLOSED TIE
8- #5 VERTICAL
0' -
2"0'
- 3"
0' -
3"2
EQ S
PA0'
- 3"
2' -
4"
10"X14"X3/4" BRG PLATE
2' -
0"
#4 FSV @ 12"
18"
10"+26"
DRILLED PIERRE: 3/S3.0
4" VOID FORM (TYP)
99' - 5 1/2"
6S4.2
2' -
6"
2-#7 TOP AND BOTTOM
#4 CLOSED STIRRUP12" MAX SPACING 8"
5'-7
"
7- #6 EA FACE
2-#7 TOP AND BOTTOM
2-#6
0' -
4"0'
- 4" 2-#6
PIER96' - 0"
FOUNDATION100' - 0"
A.5
L 4x4x3/8 w/ 3/4" DIA THREADED ROD@ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200)
600S162-54 @ 16" O.C.
1/2" DIA X 12" ANCHOR BOLTS@ 24" O.C. (TYP)
TYPICAL WALL SHEATHING:RE: 2/S4.1
600T125-54 (#10 SCREW EACH SIDE EA STUD TYP BOTTOM TRACK TO STUD CONN)
RE: 2/S4.2 FOR CONTGRADE BEAM REINF
4- #6 DOWELS
#4 CLOSED TIE
#4 FSV @ 12"
18"
10"+26"
DRILLED PIERRE: 3/S3.0
4" VOID FORM (TYP)
0' -
6"
CONT. GRADE BEAM REINFORCING
0' - 9" 0' - 9"
1' -
0"
1' -
0"0'
- 6"
0' -
6"
#4 TIE W/8#5 VERTICAL DOWELS
0' - 6" 0' - 6"
1'-8
"
1'-2"
7S4.1
4- #6 DOWELS
NOTE: FLOOR BEAM, JOISTS, ANDCONCRETE NOT SHOWN FOR CLARITY.
CONT GRADE BEAMREINFORCING
4- #6 DOWELS
0' -
6"0'
- 6"
1' -
0"
0' - 9" 0' - 9"
#4 TIE W/ 8 #5 VERTICALDOWELS
1'-8
"1'-2"
NOTE: FLOOR BEAM, JOISTS, AND CONCRETE NOT SHOWN FOR CLARITY
PIER96' - 0"
FOUNDATION100' - 0"
1' - 6"0' - 8"2' - 4"
OVEREXCAVATION TO BE REPLACED
WITH STRUCTURAL FILL
#5 @ 12" O.C.
#5 @ 12" O.C.
#5 @ 12" EW
3-#5
103' - 6"
RE: PLAN
ELEV. VARIES
1'-7"
VAR
IES
OVEREXCAVATE 6" AROUND FOOTINGAND REPLACE WITH STRUCTURAL FILL
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
21:4
3 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
5 C
ENTE
NN
IAL
CO
MM
ON
S ST
RU
CTU
RAL
190
621.
rvt
FOUNDATIONDETAILS
S4.2
Author
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
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D, C
AS
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R, W
Y 8
2609
BU
ILD
ING
SH
EL
LS
B&
C A
T T
HE
CO
MP
AS
S
206511/07/19
1" = 1'-0"S4.2 S2.11 SECTION
1" = 1'-0"S4.2 S2.12 SECTION
1" = 1'-0"S4.2 S2.13 FOUNDATION SECTION
1" = 1'-0"S4.2 S2.14 FOUNDATION SECTION
1 1/2" = 1'-0"S4.2 S2.15 PILASTER P1
1 1/2" = 1'-0"S4.2 S2.16 PILASTER P2
1" = 1'-0"S4.27 SECTION
FOUNDATION100' - 0"
4S4.1
0' - 7"0' - 7"
PIER CAP RE: 11/S3.1
3/4" DIA X 12" ANCHOR RODEA SIDE OF BEAM
+/- 1" NON-SHRINK GROUT
1/4
3/4" BEARING PLATE
3/8" STIFFENER PLATEEA SIDE OF WEB
3/16TYP
FOUNDATION100' - 0"
1/8
600S162-54 @ 16" O.C.TYPICAL WALL SHEATHING:RE: 2/S4.1
600T125-54(ATTACH ALL SPLICES IN TOP TRACK
USING SIMPSON MST60 STRAPS)
L 4X4X1/4
1.5 WR 20 GAUGE STEEL ROOF DECK6 5/8
S5.04
HSS6X2X.250 (CONT AT TOP OF WALLBUTT WELD AT JOINTS)
JOIST BRG114' - 3 3/4"
1/8 3"@ 12"TYP
B
0' -
4"
8- #10 SCREWS
2' - 6" 0' - 6"
600S162-54 @ 16" O.C.CONT L3X3X1/4
SIMPSONT LSTA30TENSION STRAPEA STUD EA SIDE
TYPICAL WALL SHEATHINGRE: 2/S4.1
JOIST BRG114' - 3 3/4"
116' - 3 1/8"
HSS6X2X.250(CONT AT TOP OF WALLBUTT WELD AT JOINTS)
600T125-54
1/8 3"@ 12"
8- #10 SCREWS
CONT L3X3X1/4
1/8EA STUD
116' - 3 1/8"
0' - 6"2' - 6"
600S162-54 @ 16" O.C.
TYPICAL WALL SHEATHINGRE: 2/S4.1
6 5/8
600T125-54(ATTACH ALL SPLICES IN TOP TRACKUSING SIMPSON MST60 STRAPS)
600S162-54 @ 16" O.C.TYPICAL WALL SHEATHING:RE: 2/S4.1
600T125-54(ATTACH ALL SPLICES IN TOP TRACK
USING SIMPSON MST60 STRAPS)
1/8
L 3X3X1/4
1.5 WR 20 GAUGE STEEL ROOF DECK
6 5/8
2' - 6" 0' - 6"
116' - 3 1/8"
S5.04
HSS6X2X.250(CONT AT TOP OF WALLBUTT WELD AT JOINTS)
JOIST BRG114' - 3 3/4"
0' -
7 3/
4"
A
RE: STEEL STUDWALL HEADER SCHS3.2
600S162-54 @ 16" O.C.
TYPICAL WALL SHEATHING:RE: 2/S4.1
600T125-54(ATTACH ALL SPLICES IN TOP TRACK
USING SIMPSON MST60 STRAPS)
1/8
1.5 WR 20 GAUGE STEEL ROOF DECK
6 5/8
2' - 3 3/4" 4' - 0" 4' - 6 1/4"
HSS8X6X.250
115' - 0 1/4"
117' - 11 1/8"
TRIPLE STUDS AT EA CORNER OF WINGWALL (S/HDU9 HOLD DOWNAT BASE)
TRIPLE STUDS AT EA CORNER OF WING
WALL (S/HDU9 HOLD DOWNAT BASE)
600T125-54(ATTACH ALL SPLICES IN TOP TRACK
USING SIMPSON MST60 STRAPS)
1½" 20 GA. TYPE-B GALVANIZED STEEL DECK ON COLD-FORMED TRUSSES. ATTACH DECK TO SUPPORTS PERPENDICULAR TO DECK SPAN W/ (7) #12 TEK SCREWS PER 36" SHEET. ATTACH DECK TO SUPPORTS PARALLEL TO DECK SPAN W/ #12 TEK SCREWS @ 6"o.c. PROVIDE SIDE SEAM CONNECTIONS (#12 TEK SCREWS) @ 6"o.c.
#8 SCREWS @ 6" O.C.DECK ATTACHMENT TO STUD TRACK
SIMPSON LSTA15 STRAPEA SIDE OF HSS 8X6X1/4 SIMPSON LSTA15 STRAP
EA SIDE OF HSS 8X6X1/4
10' - 10"
PERMANENT BRACINGAT MIDSPAN OF TRUSSES
600S162-54 STUD INFILL WALLS
54 GAUGE CONT PLATE TO SPAN DECK FLUTES(6- #8 SCREWS @ 12")
HSS6X2X.250 (CONT AT TOP OF WALLBUTT WELD AT JOINTS)
JOIST BRG114' - 3 3/4"
14082
11/07/2019
Engineer
(Civ i l )
lanoisseforP
ANITSIRHC
PAXTON
PROJECT #:DATE:DRAWN BY:
606 S
OUTH
DAV
ID S
TREE
T . C
ASPE
R, W
YOMI
NG 82
601
T: 30
7.234
.8968
35
35 W
EST 1
2th S
TREE
T . G
REEL
EY, C
OLOR
ADO
8063
4 T:
970.8
88.32
73
11/6
/201
9 3:
16:1
1 PM
X:\2
065-
Tru
e C
o. C
ente
nnia
l Com
mon
s Bl
dg S
hells
B&C
\206
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190
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FRAMING DETAILS
S5.0
CEP
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
4140
CE
NT
EN
NIA
L H
ILL
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LV
D, C
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R, W
Y 8
2609
BU
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SH
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B&
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CO
MP
AS
S
206511/07/19
1" = 1'-0"S5.0 S4.11 SECTION
1" = 1'-0"S5.0 S2.32 SECTION
1" = 1'-0"S5.0 S2.53 SECTION
1" = 1'-0"S5.0 S5.04 SECTION
1" = 1'-0"S5.0 S2.55 SECTION
1" = 1'-0"S5.0 S2.56 SECTION
1" = 1'-0"S5.0 S2.57 SECTION
MM
LC LC
TCTC
MM
LC
TC
B
9 10 11 12 13
15' - 0" 27' - 0" 15' - 0" 15' - 0"
2
A6.1
2
A6.1
1
A6.1
1
A6.1
A4.0
1
A4.0
2
A4.0
3
1
A7.1
B100
B101
B102
1
A7.0
93' - 0"
A4.0
4
10
' -
0"
A
EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
AA
B103
34
' -
3"
29
' -
3"
3' -
4"
2 2
2
2
8
92' - 0"
4' - 0" 12' - 0" 4' - 0"
A
20' - 0"
1' - 6" 12' - 0" 1' - 6" 2' - 6" 12' - 0" 1' - 6" 12' - 0" 1' - 6" 1' - 6" 12' - 0" 1' - 6"
1
A4.0
8
3
3' -
6"
3' -
6"
17
' -
5"
3' -
4"
3
A7.0
B
1 2 3 4 5 6
A5.04
1
A6.0
1
A6.0
2
A6.0
2
A6.0
A A
A4.0
1
A4.0
2
A4.0
3
1
A7.1
C100
C102
C103
1
A7.0
2
A7.0
A
EW2
EW2EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
EW2
A4.0
4
A4.0
6A4.0
7
B
2
2
2
7
91' - 3"
34
' -
3"
3' -
4"
11
' - 1
0"
3' -
6"
2' -
7"
4' -
0"
8' -
2"
1
1' - 6" 12' - 0" 1' - 6" 1' - 6" 12' - 0" 1' - 6" 12' - 6" 12' - 0" 2' - 6" 1' - 6" 12' - 0" 1' - 6" 7' - 3" 12' - 0"
15' - 0" 15' - 0" 27' - 0" 15' - 0"
3
3
3' -
6"
22
' -
5"
3' -
4"
5' -
0"
2' -
0"
11' - 0"
C101
ALL WALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UNLESSNOTED OTHERWISE. EXTERIOR DOOR AND WINDOW DIMENSIONS ARE ROUGHOPENINGS. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING OF THE WINDOWUNITS DURING LAYOUT.
ALL EXTERIOR STUD WALLS TO BE 6" METAL STUDS UNLESS NOTED OTHERWISE.
SEE SHEET A1.3 FOR WALL TYPES.
F.V. DENOTES DIMENSION TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TOBEGINNING CONSTRUCTION.
ALL EXTERIOR FINISHES, PLANES, LINES & CORNERS MUST BE STRAIGHT, NEAT, &CLEAN. ANY SAME MATERIALS ABUTTING EACH OTHER MUST ALIGN. EDGES SHALLBE SHARP AND TRUE.
ALL EXPOSED DOOR & WINDOW LINTELS ARE TO BE PAINTED.
1.
2.
3.
4.
5.
6.
FLOOR PLAN GENERAL NOTES:
FLOOR PLAN KEY NOTES:
1.
2.
3.
ACCESS HATCH TO MECHANICAL TUNNEL, (REF MECHANICAL AND STRUCTURAL).
STRUCTURAL STOOP TYPICAL OF ALL EXTERIOR PERSONNEL DOORS, SEE STRUCTURAL.
MECHANICAL EQUIPMENT, SEE MECHANICAL
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:20
PM
C:\U
se
rs\b
sulz
en\D
ocum
en
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065
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CE
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su
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n.r
vt
FIRST FLOOR PLAN
A3.0
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
EL
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B &
C A
T T
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CO
MP
AS
S
2065
11/07/19
NORTH1/4" = 1'-0"
FIRST FLOOR - BUIDLING PAD B
NORTH1/4" = 1'-0"
FIRST FLOOR - BUIDLING PAD C
No. Revision Description Date
J J
JJ
B
1 2 3 4 5 6
A5.04
1
A6.0
1
A6.0
2
A6.0
2
A6.0
1
A7.1
2' -
6"
33
' -
3"
2' - 6" 2' - 6"
1' - 6" 1' - 6"1' - 6"1' - 6"
116' - 6"
4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0"
3
A7.1
3
A7.1
1
A7.1
1
A7.1
1
A7.11
A7.0
2
A7.0
116' - 6"
116' - 4"TOP OF PARAPET
TOP OF PARAPET
TOP OF PARAPET
TOP OF PARAPET
121' - 5"
RID
GE
RID
GE
?R3
?R2
?R2
?R2
?R2
?R1
?R1
1111
2222
A
3333
121' - 5"
?R3
7
?R2
?R2
TOP OF PARAPET
TOP OF PARAPET
116' - 6"
96' - 3"
35
' -
9"
5
4
5
4
1/4
" / 1
'-0
" 66
2' -
8 1
1/1
6"
2' -
0"
2' -
8 1
1/1
6"
1' -
2 1
1/1
6"
116' - 6"
5
29' - 1" 13' - 0 1/2" 13' - 0 7/8" 26' - 0"
B
9 10 11 12 13
2
A6.1
2
A6.1
1
A6.1
1
A6.1
A10.0
1
1' - 6" 1' - 6" 1' - 6"
2' - 6"
2' -
6"
33
' -
3"
94' - 6" 2' - 6"
4" / 1'-0" 4" / 1'-0"4" / 1'-0" 4" / 1'-0"
116' - 6"
3
A7.1
3
A7.1
1
A7.1
1
A7.1
1
A7.1
1
A7.1
1' - 6"
1' -
4 5
/8"
TOP OF PARAPET
TOP OF PARAPET
TOP OF PARAPET
TOP OF PARAPET
RID
GE
RID
GE
?R3?R2
?R2
?R2
?R2
?R1?R1
111
1
22
22
116' - 6"
116' - 6"
121' - 5"
116' - 4"
A
333
3
?R3
121' - 5"
8
4
55
4
5' -
0"
6
6
2' -
9 5
/16
"
2' -
5 1
5/1
6"
1' -
7 1
1/1
6"
30' - 9 1/8" 15' - 2 1/8" 15' - 2 3/8" 30' - 10 3/8"
ROOF STRUCTURE IS SLOPED. ALL INSULATION & CRICKETS TO BE SLOPED AT 1/4" PER FOOT.
PROVIDE POSITIVE DRAINAGE AROUND ALL ROOF TOP EQUIPMENT.
MIN. ROOF INSULATION IS TO BE 3" THICK.
COORDINATE ALL ROOF PENETRATIONS PRIOR TO ROOFING INSTALLATION TO VERIFY THAT THERE ARE NO CONFLICTS W/ FLOW LINES, ROOF DRAINS, ETC.
PROTECT EXISTING ROOFING FROM DAMAGE. CONTRACTOR RESPONSIBLE FOR ALL REPAIRS IF DAMAGE OCCURS.
1.
2.
3.
4.
5.
ROOF NOTES:
ELEVATION KEY NOTES:
1.
2.
3.
4.
5.
6.
6"X6" PRE FINISHED METAL GUTTER
WOOD TIMBER ACCENT, SEE A5.1
DOWNSPOUT
ROOF DRAIN
ROOF CRICKETS
MECHANICAL EQUIPMENT, SEE MECHANICAL
RADON VENT PIPE
BOOT FLASHING
ROOF ASSEMBLY, TYP.
SEALANT, TYP.
SEALANT, TYP.
BOOT COLLAR
STRUCTURE BEYOND
ROOF DRAIN, SEE MECH
3" CAST IN CONCRETE. SEE STRUCTURAL
3" RIGID INSULATION1 1/2" METAL DECK
EPDM ROOF MEMBRANE
STRUCTURE BEYOND
STANDING SEAM ROOF PANEL
EAVE STARTER FLASHING W/ HEMMED DRIP
PRE-FINISHED METAL GUTTER
LAP ICE AND WATER SHIELD OVER AND WRAP FACSIA BOARD
PRE-FINISH METAL FACSIA CLADDING W/ HEMMED DRIP
FASCIA CLADDING CLEATSOFFIT PANEL TRIM
SEALANT
PRE-FINISHED METAL SOFFIT PANEL
5/8" EXT GRADE PLYWOOD SHEATHING
PRE-FINISHED METAL FACISA ON 3/4" PLYWOOD SHEATHING
3/4" TREATED PLYWOOD SHEATHING
ICE AND WATER SHIELD
METAL ROOF DECK, SEE STRUCTURAL
MECH ATTACHED NAIL BASE INSULATION PANEL SYSTEM
4 12/" THK R-24.2 NAIL BASE POLYISO BOARD INSULATION (2 LAYERS)
BONDED TO 19/32" CDX PLYWOOD
C/MROOF1398
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:23
PM
C:\U
se
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ROOF PLAN ANDDETAILS
A3.1
Author
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
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CA
SP
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Y 8
26
09
BL
DG
SH
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B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
NORTH1/4" = 1'-0"
ROOF - BUIDLING PAD C
NORTH1/4" = 1'-0"
ROOF - BUIDLING PAD B
1 1/2" = 1'-0"A3.1
3 VENT THRU ROOF
1 1/2" = 1'-0"A3.1
4 ROOF DRAIN
1 1/2" = 1'-0"A3.1
5 TYPICAL EAVE DETAIL
No. Revision Description Date
2
7"
2 1/4" STACK STONE
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
1/2" TREATED PLYWOOD SHEATHING
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER
MANUFACTURER REQ.
2" RIGID INSULATION W/ VAPOR BARRIER
3/4" TREATED PLYWOOD SHEATHING
A11.0
3
A
EW2
EW2
3
2 1/4" STACK STONE
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/
BATT INSULATION
1/2" TREATED PLYWOOD SHEATHING
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER MANUFACTURER REQ.
2" RIGID W/ VAPOR BARRIER
3/4" TREATED PLYWOOD SHEATHING
EW2
EW2
5/8" 6" 3/4" 2" 1" 2 1/4"
1' - 0 5/8"
B
1
2 1/4" STACK STONE 5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
1/2" TREATED PLYWOOD SHEATHING
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER
MANUFACTURER REQ.
2" RIGID INSULATION W/ VAPOR BARRIER
3/4" TREATED PLYWOOD SHEATHING
2 1/4"1" 2" 3/4" 6" 5/8"
1' - 0 5/8"
EW2
EW2
1/2" TREATED PLYWOOD SHEATHING
1" AIR SPACE
2" RIGID INSULATION W/ VAPOR BARRIER
3/4" TREATED PLYWOOD SHEATHING
7"
3 1
/4"
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
METAL COMPOSITE PANEL SYSTEM PER MANUF.
REQUIREMENTS
DRY STACK STONE BEYOND
B
13
WEATHER BARRIER, TYP.
8" CAST IN CONCRETE, SEE STRUCTURAL
12" CAST IN CONCRETE
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 2"
METAL STUDS
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 1 3/4"
METAL STUDS
EW6
EW6
4
EW1
EW2
2 1/4" 1" 2" 3/4" 6" 5/8"
1' - 0 5/8"
2"
3/4
"6
"5
/8"
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
SEALANT AND BACKER ROD, TYP.
2 1/4" DRY STACK STONE
METAL COMPOSITE PANEL SYSTEM PER MANUF.
REQUIREMENTS
2 1/4" DRY STACK STONE
5/8" 6" 3/4" 2"
2"
3/4
"6
"5
/8"
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
7
METAL COMPOSITE PANEL SYSTEM PER MANUF.
REQUIREMENTS
13
8" CAST IN CONCRETE, SEE STRUCTURAL
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 1 3/4"
METAL STUDS
2 1/4" DRY STACK STONE
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
EW2
EW6
PROJECT #:
DATE:
DRAWN BY:
3535
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0634
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3273
606
SO
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H D
AV
ID S
TRE
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SP
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, WY
OM
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826
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7.23
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68
11
/10/2
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PM
C:\U
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PLAN DETAILS
A4.0
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
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CA
SP
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, W
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26
09
BL
DG
SH
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LS
B &
C A
T T
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CO
MP
AS
S
2065
11/07/19
99%
CONSTUCTIO
N
DOCUM
ENTS
No. Revision Description Date
1 1/2" = 1'-0"1FLOOR PLAN DETAIL
1 1/2" = 1'-0"2FLOOR PLAN DETAIL
1 1/2" = 1'-0"3FLOOR PLAN DETAIL
1 1/2" = 1'-0"5FLOOR PLAN DETAIL
1 1/2" = 1'-0"4FLOOR PLAN DETAIL
1 1/2" = 1'-0"7FLOOR PLAN DETAIL
1 1/2" = 1'-0"6FLOOR PLAN DETAIL
1 1/2" = 1'-0"A4.0
8 FLOOR PLAN DETAIL
FIRST FLOOR100' - 0"
123456
ROOF116' - 6"
21
' -
5"
2
12
1
33
11
2
4444
55
6
7
6
7
6
7
6
7
EW1
EW2
EW2
EW1
EW1EW1
EW3
EW2EW2
EW2
EW3
EW2
9' -
7"
AA
EW1?R1
?R2
?R1?R1
?R2
7
91' - 3"
18' - 0" 18' - 0"
2' - 0"12' - 0"1' - 0"2' - 0"12' - 0"2' - 0"12' - 0"12' - 0"2' - 0"2' - 0"12' - 0"2' - 0"19' - 3"
7' -
6"
12
' -
0"
7' -
0"
TOP OF THE ENTRY121' - 5"
9
99
FIRST FLOOR100' - 0"
1 2 3 4 5 6
ROOF116' - 6"
21
' -
5"
2
1
2
1
11
2
5
5
6
7
6
7
EW1
EW2
EW2
EW1
EW1 EW1
?R1
?R2
?R1?R1
?R2
791' - 3"
21' - 3"16' - 0"26' - 0"16' - 0"17' - 0"
18' - 0" 18' - 0"
7' -
0"
12' - 0"80' - 3"
TOP OF THE ENTRY121' - 5"
4" / 1'-0"
4" / 1'-0" 99
9
FIRST FLOOR100' - 0"
B
ROOF116' - 6"
12' - 0 1/4"
2
1
1
2
4
5
A
EW1
EW2
EW2
6
7
?R2
?R1
8' -
0"
35' - 9"
3' - 6 5/16" 22' - 11" 3' - 4" 5' - 6"
TOP OF THE ENTRY121' - 5"
4"
/ 1
'-0
"
3' - 3" 34' - 3"
9
9
FIRST FLOOR100' - 0"
B
ROOF116' - 6"
12' - 0 1/4"
1
1
2
4
5
B
A
EW2
6
7
EW1
EW2
?R2
?R1
6' - 7 5/16"
35' - 9"
7' -
6"
12' - 4" 3' - 4" 4" 15' - 9" 3' - 6 5/16"
3' -
5"
3' -
0"
TOP OF THE ENTRY121' - 5"
4' -
11
"1
6' -
6"
4"
/ 1
'-0
"
34' - 3"
9
ALL MECHANICAL AND ELECTRICAL ITEMS & SUPPORTS THAT ARE NOT ALREADY FACTORY FINISHED TO BE FILED PAINTED, INCLUDING LOUVERS, VENT STACKS, FANS, ATC PER COLOR BY OWNER.
PROVIDE WATER REPELLANT COATING OVER ALL EXPOSED MASONRY.
COMFIRM RETAINING WALL AND CONCRETE VALLEY PAN GUTTER PER CIVIL.
1.
2.
3.
BUILDING ELEVATION GENERAL NOTES:
ELEVATION KEY NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
LEGEND:
DRY STACK STONE
EXTERIOR WOOD VERTICAL SIDING
DRY STACK STONE @ 8' - 0" HIGH
METAL COMPOSITE PANEL
EXTERIOR WOOD VERTICAL SIDING
WOOD TIMBER ACCENT ELEMENT
METAL SOFFIT OVERHEAD
GUTTER
DOWNSPOUT
RETAINING WALL W/ VALLEY PAN, SEE CIVIL
MECHANICAL EQUIPMENT, SEE MECHANICAL
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:30
PM
C:\U
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EXTERIORELEVATIONS
A5.0
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
EL
LS
B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1/4" = 1'-0"1BUILDING PAD C - NORTH ELEVATION
1/4" = 1'-0"2BUILDING PAD C - SOUTH ELEVATION
1/4" = 1'-0"3BUILDING PAD C - WEST ELEVATION
1/4" = 1'-0"4BUILDING PAD C - EAST ELEVATION
No. Revision Description Date
FIRST FLOOR100' - 0"
910111213
ROOF116' - 6"
2' - 6"
4444
5
5
2
1
2
1
1
2
33
7' -
6"
6
7
6
7
6
7
6
7
EW1
EW2
EW3
EW2EW2
EW1EW1
EW1
EW2EW2
EW3
EW1
EW2
?R1
?R2
?R1?R1
?R2
8
9' -
1"
12
' -
0"
97' - 0"
22' - 0"16' - 0"26' - 0"16' - 0"17' - 0"
18' - 0" 18' - 0"
20' - 0"2' - 0"12' - 0"2' - 0"2' - 0"12' - 0"12' - 0"2' - 0"12' - 0"2' - 0"1' - 0"12' - 0"2' - 0"
TOP OF THE ENTRY121' - 5"
4" / 1'-0" 4" / 1'-0"
4" / 1'-0"4" / 1'-0"
9
9
FIRST FLOOR100' - 0"
9 10 11 12 13
ROOF116' - 6"
21
' -
5"
2
2
2
55
6
7
6
7
6
76
7
EW1EW1
?R1
?R2
?R1?R1
?R2
8
COORDINATE WITH STRUCTURAL RETAINAGE WALL AND CONCRETE VALLEY GUTTER SYSTEM PER CIVIL DRAWINGS
8
22' - 0" 16' - 0" 26' - 0" 16' - 0" 14' - 6" 2' - 6"
97' - 0"
18' - 0" 18' - 0"
TOP OF THE ENTRY121' - 5"
9 9
FIRST FLOOR100' - 0"
B
ROOF116' - 6"
2
1
1
2
4
5
A
6
7
EW1
EW2
EW2
?R2
?R1
3' - 6" 26' - 3" 3' - 4"
7' -
6"
TOP OF THE ENTRY121' - 5"
35' - 9"
34' - 3"
9
12' - 0 1/4"
FIRST FLOOR100' - 0"
B
ROOF116' - 6"
2
1
1
2
5
4
A
6
7
EW2
EW1
EW2
?R1
?R2
3' - 4" 17' - 11" 3' - 5 11/16"
8' -
0"
TOP OF THE ENTRY121' - 5"
34' - 3"
9
9
12' - 0 1/4"
ALL MECHANICAL AND ELECTRICAL ITEMS & SUPPORTS THAT ARE NOT ALREADY FACTORY FINISHED TO BE FILED PAINTED, INCLUDING LOUVERS, VENT STACKS, FANS, ATC PER COLOR BY OWNER.
PROVIDE WATER REPELLANT COATING OVER ALL EXPOSED MASONRY.
COMFIRM RETAINING WALL AND CONCRETE VALLEY PAN GUTTER PER CIVIL.
1.
2.
3.
BUILDING ELEVATION GENERAL NOTES:
ELEVATION KEY NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
LEGEND:
DRY STACK STONE
EXTERIOR WOOD VERTICAL SIDING
DRY STACK STONE @ 8' - 0" HIGH
METAL COMPOSITE PANEL
EXTERIOR WOOD VERTICAL SIDING
WOOD TIMBER ACCENT ELEMENT
METAL SOFFIT OVERHEAD
GUTTER
DOWNSPOUT
RETAINING WALL W/ VALLEY PAN, SEE CIVIL
MECHANICAL EQUIPMENT, SEE MECHANICAL
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:35
PM
C:\U
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rs\b
sulz
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ocum
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EXTERIORELEVATIONS
A5.1
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
EL
LS
B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1/4" = 1'-0"1BUILDING PAD B - NORTH ELEVATION
1/4" = 1'-0"2BUILDING PAD B - SOUTH ELEVATION
1/4" = 1'-0"3BUILDING PAD B - WEST ELEVATION
1/4" = 1'-0"4BUILDING PAD B - EAST ELEVATION
No. Revision Description Date
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
1 2 3 4 5 6
ROOF116' - 6"
A7.0
3
55
66 66
A7.0
3 SIMOH
EW2
EW1
EW2
EW1
EW1EW1
7777
5
5
?R2
?R1
?R2
?R1?R3 ?R1 ?R3
7
12' - 0"7' - 3"15' - 0"27' - 0"15' - 0"15' - 0" 2' - 6"2' - 6"
TOP OF THE ENTRY121' - 5"
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
B
ROOF116' - 6"
5
4
1
A
A7.0
1
EW2
EW1
EW2
EW3
EW1A7.1
3
?R1
?R2
?R3
34' - 3"
2' - 6"12' - 0 1/4"
TOP OF THE ENTRY121' - 5"
8
SECTION KEY NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
DRY STACK STONE @ 8' - 0" HIGH
EFIS PANEL SYSTEM
EXTERIOR WOOD VERTICAL SIDING
WOOD TIMBER ACCENT ELEMENT
METAL SOFFIT OVERHEAD
GUTTER
DOWNSPOUT
MECHANICAL EQUIPMENT, SEE MECHANICAL
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:38
PM
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BUILDING SECTIONS
A6.0
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
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B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1/4" = 1'-0"1BUILDING PAD C - SECTION
1/4" = 1'-0"2BUILDING PAD C - SECTION
No. Revision Description Date
FIRST FLOOR100' - 0"
9 10 11 12 13
ROOF116' - 6"
A7.0
3
5
6
6
66
777
7
EW1
EW2
EW2
EW1
EW1 EW1
A7.0
3
55
?R2
?R1
?R2
?R1?R3 ?R1 ?R3
8
20' - 0" 15' - 0" 27' - 0" 15' - 0" 15' - 0" 2' - 6"2' - 6"
TOP OF THE ENTRY121' - 5"
88
FIRST FLOOR100' - 0"
B
ROOF116' - 6"
5
4
2
1
A
A7.0
1
?R1
?R2
?R3
A7.1
2
TOP OF THE ENTRY121' - 5"
8
34' - 3"
12' - 0 1/4"
SECTION KEY NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
DRY STACK STONE @ 8' - 0" HIGH
EFIS PANEL SYSTEM
EXTERIOR WOOD VERTICAL SIDING
WOOD TIMBER ACCENT ELEMENT
METAL SOFFIT OVERHEAD
GUTTER
DOWNSPOUT
MECHANICAL EQUIPMENT, SEE MECHANICAL
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:41
PM
C:\U
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BUILDING SECTIONS
A6.1
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
EL
LS
B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1/4" = 1'-0"1BUILDING PAD B - SECTION
1/4" = 1'-0"2BUILDING PAD B - SECTION
No. Revision Description Date
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
DRAIN, SEE SHEET 7.1
SEALANT, TYP.
2 1/4" THIN DRY STACK STONE
RUBBER BASE, TYP.
A7.2
5
A7.2
6
6
ROOF116' - 6"
6" BATT INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C
BACKER ROD & SEALANT ALL SIDES TYP.
1" AIR SPACE
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION
DRY STACK STONE @ 8' - 0" HIGH
BRAKE METAL DRIP EDGE, TYP.
A7.2
3
EPDM ROOF MEMBRANE
3" RIGID INSULATION
1 1/2" METAL DECK
SEE ASSEMBLIES SHEET R1/A1.1, SEE STRUCTURAL FOR ATTACHMENT DETAILS
4" CAST-IN-PLACE CONCRETE, SEE STRUCTURAL
2"RIGID INSULATION
VAPOR BARRIER
K-SERIES FLOOR JOIST, SEE STRUCTURAL
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
CRAWL SPACE
GRAVEL FILL, SEE GEOTECH REPORT
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
ROOF116' - 6"
METAL COMPOSITE PANEL ASSEMBLY PER MANUF.
REQUIREMENTS
2" RIGID INSULATION
1" AIR SPACE
3/4" TREATED PLYWOOD SHEATHING
A11.0
1
SEE ASSEMBLIES SHEET R1/A1.1, SEE STRUCTURAL
FOR ATTACHMENT DETAILS
3" CAST IN PLACE CONCRETE
3" RIGID INSULATION
EPDM ROOF MEMBRANE
METAL DECKING
GABLE ROOF BEYOND
GUTTER SYSTEM
METAL FASCIA MATCH COLOR
K-SERIES JOIST, SEE STRUCTURAL
4" CAST-IN-PLACE CONCRETE, SEE STRUCTURAL
K-SERIES JOIST, SEE STRUCTURAL
STRUCTURAL BEAM, SEE STRUCTURAL
CRAWL SPACE
WALL BEYOND
A7.2
3
2" RIGID INSULATION
A10.0
8
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
EW1
TOP OF THE ENTRY121' - 5"
GRAVEL FILL, SEE GEOTECH REPORT
DRAIN, SEE SHEET 7.1
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
B
ROOF116' - 6"
A7.2
5
A7.2
3
2 1/4" THIN DRY STACK STONE
BACKER ROD & SEALANT ALL SIDES TYP.
3/4" TREATED PLYWOOD SHEATHING
DRY STACK STONE @ 8' - 0" HIGH
BRAKE METAL DRIP EDGE, TYP.
EPDM ROOF MEMBRANE
3" RIGID INSULATION
1 1/2" METAL DECK
SEE ASSEMBLIES SHEET R1/A1.1, SEE STRUCTURAL FOR ATTACHMENT DETAILS
4" CAST-IN-PLACE CONCRETE, SEE STRUCTURAL
2"RIGID INSULATION
VAPOR BARRIER
K-SERIES FLOOR JOIST, SEE STRUCTURAL
STRUCTURAL BEAM, SEE STRUCTURAL
4" CONCRETE SIDEWALK, SEE CIVIL
CRAWL SPACE
K-SERIES CIELING JOIST, SEE STRUCTURAL
A7.2
6
EW1
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
UNDER SLAB VAPOR BARRIER, TYP. 3 PLY LAMINATED CONSTRUCTION WITH HIGH STRENGTH NON WOVEN CORE GRID
GRAVEL FILL, SEE GEOTECH REPORT
DRAIN, SEE SHEET 7.1
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER MANUFACTURER REQ.
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:43
PM
C:\U
se
rs\b
sulz
en\D
ocum
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CO
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_b
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WALL SECTIONS
A7.0
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
EL
LS
B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1" = 1'-0"A7.0
3 SIDE WALL SECTION1" = 1'-0"A7.0
1 NORTH WALL SECTION1" = 1'-0"A7.0
2 SOUTH WALL SECTION
No. Revision Description Date
ROOF116' - 6"
1/4" EXTERIOR VERTICAL WOOD PANEL SIDING ATTACHED PER MANUFACTURERS REQ
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS FILLED W/ BATT INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C.
K-SERIES JOIST, SEE STRUCTURAL
METAL DECKING , SEE STRUCTURAL
3" RIGID INSULATION
EPDM ROOF MEMBRANE
3/4" TREATED PLYWOOD
FLASHING TAPE OVER ICE AND WATER SHEILD
EIFS PANEL INSULATION SYSTEM PER MANUF.
REQUIREMENTS
A7.1
4A7.1
4
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
PRE-FINISHED METAL SOFFIT BEYOND
WOOD WALL PANEL CLIPS & FASTENERS BY WALL PANEL MANUFACTURE
WOOD ACCENT, SEE 5.2
A
A7.2
8
A11.0
2
A7.2
9
EW1
EW3
PRE-FINISHED METAL SOFFIT BEYOND
STEEL BEAM, SEE STRUCTURAL
WOOD TRUSS, SEE STRUCTURAL
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
3
ROOF116' - 6"
PREFINISHED METAL FLASHING
A7.2
6
AIR SPACE
3/4" TREATED PLYWOOD SHEATHING
RIGID INSULATION
2 1/4" THIN DRY STACK STONE
WEATHER BARRIER, TYP.
A7.2
2
A3.1
5
4" CAST-IN-PLACE CONCRETE FLOOR , SEE STRUCTURAL
TRUSS SYSTEM W/ 8" SPRAY FOAM
INSULATION, SEE STRUCTURAL
GRAVEL FILL, SEE GEOTECH REPORT
CRAWL SPACE
2" RIGID INSULATION
2 1/4" THIN DRY STACK STONE
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
EW2
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
B
ROOF116' - 6"
RETAINING WALL AND CONCRETE VALLEY PAN, SEE CIVIL
EIFS PANEL INSULATION SYSTEM PER MANUF. REQUIREMENTS
EPDM ROOF MEMBRANE
3" RIGID INSULATION
1 1/2" METAL DECK
SEE ASSEMBLIES SHEET R1/A1.1, SEE STRUCTURAL FOR ATTACHMENT DETAILS
4" CAST-IN-PLACE CONCRETE, SEE STRUCTURAL
2"RIGID INSULATION
K-SERIES FLOOR JOIST, SEE STRUCTURAL
STRUCTURAL BEAM, SEE STRUCTURAL
CRAWL SPACE
K-SERIES CIELING JOIST, SEE STRUCTURAL
GRAVEL FILL, SEE GEOTECH REPORT
A7.2
4
A7.2
1
A7.2
7
7' -
5"
A7.1
5
PRE-FINISHED METAL OVER 3/4" TREATED PLYWOOD FASCIA
PRE-FINISHED METAL SOFFIT ON 5/8" PLYWOOD
ON 2X WOOD FRAMING
PREFINISHED METAL ROOF CLOSURE AND FLASHING PIECE WITH DRIP EDGE
2" RIGID INSULATION
3/4" TREATED PLYWOOD SHEATHING
TRUSS SYSTEM W/ 8" SPRAY FOAM INSULATION
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
1/4" EXTERIOR VERTICAL WOOD PANEL SIDING ATTACHED PER MANUFACTURERS REQ
WOOD WALL PANEL CLIPS & FASTENERS BY WALL PANEL MANUFACTURE
EW3
4 12/" THK R-24.2 NAIL BASE POLYISO BOARD INSULATION (2 LAYERS)
BONDED TO 19/32" CDX PLYWOOD
METAL ROOF DECK, SEE STRUCTURAL
FIRST FLOOR100' - 0"
FOUNDATION96' - 0"
B
4"
EXISTING MASONRY
EXISTING LANDSCAPING ROCK SLLOPE TO ENSURE DRAINAGE AWAY FROM BUILDING
NATIVE BACKFILL
MOLDED-SHEET DRAINAGE PANEL
EXISTING INSULATION
EDGE OF CONCRETE GRADE BEAM
MIN
IMU
M
OVERLAP TOP, MIN. 12"
DRAINAGE BACKFILL
GEOTEXTILE GRAINAGE AND FILTRATION FABRIC
4" PERFORATED PVC
EXISTING CONCRETE PIER
NOTE: (1) INSTALL PERIMETER DRAINS AS CLOSE TO
FOUNDATION AS PRACTICAL
DE
PT
H V
AR
IES
(1)
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:45
PM
C:\U
se
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WALL SECTIONS
A7.1
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
EL
LS
B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
3/4" = 1'-0"A7.1
3 PEAK ROOF WALL SECTION
1" = 1'-0"A7.1
1 WALL SECTION1" = 1'-0"A7.1
2 WALL SECTION
1 1/2" = 1'-0"A7.1
4 SECTION DETAIL
1" = 1'-0"A7.1
5 UNDER DRAIN PROTECTION
No. Revision Description Date
6
ROOF116' - 6"
EPDM ROOF MEMBRANE
3" RIGID INSULATION
1 1/2" METAL DECK
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
1" AIR GAP
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
SEE ASSEMBLIES R1/A1.1 FOR MATERIALS
OVERLAP SHEET METAL MIN. 1", SEALANT ALL AROUND
OVERLAP SHEET METAL MIN. 1", SEALANT ALL AROUND, ALL FOUR SIDES
CAP ENDS WITH SAME SHEET METAL AND PLYWOOD, BOTH ENDS
METAL FLASHING IN SEALANT, ALONG ALL
PARAPET/ROOF SEAMS
STEEL TUBE, SEE STRUCTURAL
VA
RIE
S D
EP
EN
DIN
G O
N L
OC
AT
ION
ON
RO
OF
PRE-FINISHED BRAKE METAL FLASHING IN SEALANT
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
3
STANDING METAL SEAM ROOF PANELS, PER SPECIFICATIONS
2X WOOD BLOCKING
5/8" GRADE PLYWOOD SHEATHING
PRE-FINISHED METAL SOFFIT PANEL
SOFFIT PANEL TRIM
2 1/4" THIN DRY STACK STONE
3/4" TREATED PLYWOOD SHEATHING
1" AIR SPACE
2" RIGID INSULATION W/ VAPOR BARRIER
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
A3.1
5
EW2
ROOF TRUSS SYSTEM ,SEE STRUCTURAL
PREFINISHED ALUMINUM BRAKE METAL DRIP EDGE
SEALANT, TYP.
2 1/4 " DRY STACK STONE
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
WEATHER BARRIER, TYP.
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
6
FIRST FLOOR100' - 0"
4" FREE DRAINING GRAVEL, SEE GEOTECH REPORT
VAPOR BARRIER OR RADON BARRIER
WEATHER BARRIER, TYP.
BRAKE METAL DRIP EDGE, TYP.
6
2 1/4" THIN DRY STACK STONE
1" AIR SPACE
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
4" CAST-IN-PLACE CONCRETE FLOOR, SEE
STRUCTURAL
SIDEWALK, SEE CIVIL
EXPANSION JOINTFOUNDATION WALL, SEE
STRUCTURAL
2" RIGID INSULATION
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
EW1
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
K-SERIES JOIST, SEE STRUCTURAL
METAL DECKING , SEE STRUCTURAL
EPDM ROOF MEMBRANE
VERITCAL MEMBRANE ROOFING OVER 3/4" PLYWOOD SHEAHTING
PREFINISHED METAL ROOF CLOSURE AND FLASHING PIECE WITH DRIP EDGE
8"-12" MIN.
ROOF116' - 6"
A
3/4" TREATED PLYWOOD SHEATHING
2" RIGID INSULATION W/ VAPOR BARRIER
WOOD ACCENT ATTACHED PER MANUFAC. REQUIREMENTS, SEE 5.2
WOOD ACCENT CLIPS & FASTENERS PER MANUFACTURERS INSTALLATION REQ.
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS FILLED W/ BATT
INSULATION
2 1/4" DRY STACK STONE
1/4" EXTERIOR VERTICAL WOOD PANEL SIDING ATTACHED PER
MANUFACTURERS REQ
WOOD WALL PANEL CLIPS & FASTENERS BY WALL PANEL
MANUFACTURE
EW3
1/4" EXTERIOR VERTICAL WOOD PANEL SIDING ATTACHED PER MANUFACTURERS REQ
PRE-FINISHED METAL SOFFIT BEYOND
WOOD WALL PANEL CLIPS & FASTENERS BY WALL PANEL MANUFACTURE
SOFFIT PANEL TRIM
FIRST FLOOR100' - 0"
B
4" FREE DRAINING GRAVEL, SEE GEOTECH REPORT
VAPOR BARRIER OR RADON BARRIER
4" CAST-IN-PLACE CONCRETE FLOOR, SEE
STRUCTURAL
SIDEWALK, SEE CIVIL
EXPANSION JOINT
FOUNDATION WALL, SEE STRUCTURAL
2" RIGID INSULATION
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 2"
METAL FURRING FILLED W/ BATT INSULATION
RETAINING WALL AND VALLEY PAN, SEE CIVIL
B
ROOF116' - 6"
EPDM ROOF MEMBRANE
3" RIGID INSULATION
1 1/2" METAL DECK
EIFS PANEL INSULATION SYSTEM PER MANUF. REQUIREMENTS
SEE ASSEMBLIES R1/A1.1 FOR MATERIALS
OVERLAP SHEET METAL MIN. 1", SEALANT ALL AROUND
OVERLAP SHEET METAL MIN. 1", SEALANT ALL AROUND, ALL FOUR SIDES
CAP ENDS WITH SAME SHEET METAL AND PLYWOOD, BOTH ENDS
METAL FLASHING IN SEALANT, ALONG ALL
PARAPET/ROOF SEAMS
STEEL TUBE, SEE STRUCTURAL
PRE-FINISHED BRAKE METAL FLASHING IN SEALANT
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL FURRING FILLED W/ BATT INSULATION
B
F.V
.
METAL COMPOSITE PANEL ASSEMBLY PER MANUF. REQUIREMENTS
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 2"
METAL FURRING FILLED W/ BATT INSULATION
PREFINISHED METAL CLOSURE AND FLASHING PIECE WITH DRIP EDGE 8"-12" MIN.
RETAINING WALL AND VALLEY PAN, SEE CIVIL L
ICE
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:48
PM
C:\U
se
rs\b
sulz
en\D
ocum
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WALL SECTIONDETAILS
A7.2
BS
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
41
40
CE
NT
EN
NIA
L H
ILL
S B
LV
D,
CA
SP
ER
, W
Y 8
26
09
BL
DG
SH
EL
LS
B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1 1/2" = 1'-0"3SECTION DETAIL
1 1/2" = 1'-0"2PEAK ROOF WALL DETAIL
3" = 1'-0"5SECTION DETAIL
3" = 1'-0"6SECTION DETAIL
3" = 1'-0"8SECTION DETAIL
1 1/2" = 1'-0"9SECTION DETAIL
1 1/2" = 1'-0"4SECTION DETAIL
1 1/2" = 1'-0"1SECTION DETAIL
3" = 1'-0"7SECTION DETAIL
No. Revision Description Date
2" 2' - 8" 2" 2' - 11" 2" 2' - 11" 2" 2' - 8" 2"
2"
9' -
3"
2"
2' -
3"
2"
12
' -
0"
12' - 0"
ALUMINUM FRAMED STOREFRONT INSTALLED PER MANUFACTURERS REQUIREMENTS
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C
AIR SPACE
BATT INSULATION
EXTERIOR WOOD VERTICAL SIDING
BACKER ROD & SEALANT
WOOD WALL PANEL CLIPS & FASTENERS
BY WALL PANEL MANUFACTURE
7"
FLASHING W/ HEMMED DRIP
SHIM AS REQ
5/8" GYP BD RETURN
"F" TRIM
WEATHER SHEILD
BACKER ROD & SEALANT
3 1/4"
GLASS PANEL PER MANUFACTURE
FULL W/ BATT INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C
5/8" GYP BD RETURN
"F" TRIM
BACKER ROD & SEALANT ALL SIDES TYP.
SHIM AS REQ
ALUMINUM FRAMED STOREFRONT INSTALLED PER MANUFACTURERS REQUIREMENTS
AIR SPACE
EXTERIOR WOOD VERTICAL SIDING
WOOD WALL PANEL CLIPS & FASTENERS
BY WALL PANEL MANUFACTURE
WEATHER SHEILD
7"
10
5/8
"
1/4
"
1"
2 1
/8"
5/8
"6
"5
/8"
3 1
/4"
ADA COMPLAINT SILL SET IN FULL BED OF SEALANT, TYP.
COMPRESSIBLE FILLER, TYP.
INSULATED CONCRETE PANEL BEYOND
STOREFRONT FRAME BEYOND
GYP. BD. JAMB BEYOND
CONCRETE SLABCONCRETE OR ASPHALT APRON,SEE CIVIL
STOREFRONT DOOR
BHOLLOW METAL
AALUMINUM
5 3/4"
2"
6 7/8"
2"
1/2" TREATED PLYWOOD SHIMS AS NEEDED
DRY STACK STONE
5/8" TYPE "X" GYP. BD. ON 1 3/4" METAL FURRING
5/8" GYP BD RETURN
"F" TRIM
BACKER ROD & SEALANT
AIR SPACE
BACKER ROD & SEALANT
FLASHING W/ HEMMED DRIP
WEATHER SHEILD
1' - 0 5/8"
HOLLOW METAL FRAME,
8" CAST IN CONCRETE, SEE STRUCTURAL
2 1/4" 8" 1 3/4" 5/8"
BATT INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS
5/8" GYP BD RETURN
"F" TRIM
BACKER ROD & SEALANT ALL SIDES TYP.
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER MANUFACTURER REQ.
DRY STACK STONE
WEATHER SHEILD
3 1
/4"
1' -
0 5
/8"
5/8
"6
"3
/4"
2"
1"
2 1
/4"
ALUMINUM ADA COMPLIANT THRESHOLD SET IN BED OF
SEALANT
HM FRAME BEYOND
DOOR PER SCHEDULE
INSULATED CONCRETE PANEL BEYOND
CONCRETE FLOOR COMPRESSIONABLE FILLER, TYP.
1. PROVIDE ROUGH OPENING SIZING COMMENSURATE WITH DETAILING AND SIZING OF UNITS SHOWN ON THIS PAGE.
2. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION AND INSTALLATION.
3. HARDWARE SPECIFIED BY OWNER
FINISH NOTES:
T
F
P
TI
FS
TG
WD
HM
AL
STL
IHM
- TEMPERED
- FACTORY
- PAINTED
- TEMPERED INS
- FACTORY STAIN
- TEMPERED GLASS
- WOOD
- HOLLOW METAL
- ALUMINUM
- STEEL
- INSULATED HOLLOW METAL
LEGEND:
3' - 0"
7' -
0"
7' -
0"
6' - 0"
3' - 0" 3' - 0"
10"
5"
5"5" 5"5"
A B
FLOOR LEVEL
DOOR TYPE2" 3' - 0" 2"
2"
7' -
0"
A
FRAME ELEVATIONS
5/8" TYPE "X" GYP. BD. ON 1 3/4" METAL FURRING
5/8" GYP BD RETURN
"F" TRIM
BACKER ROD & SEALANT ALL SIDES TYP.
AIR SPACE
DRY STACK STONE
WEATHER SHEILD
1' -
0 5
/8"
5/8
"1
3/4
"8
"0
"2
1/4
"
HOLLOW METAL FRAME
8" CAST IN CONCRETE, SEE STRUCTURAL
SEALANT BOTH SIDE, TYP.
1/2" TREATED PLYWOOD SHIMS AS NEEDED
DRY STACK STONE
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS W/ BATT INSULATION
5/8" GYP BD RETURN
"F" TRIM
BACKER ROD & SEALANT
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER
MANUFACTURER REQ.
BACKER ROD & SEALANT
FLASHING W/ HEMMED DRIP
WEATHER SHEILD
1' - 0 5/8"
HOLLOW METAL FRAME, GROUT
SOLID
2 1/4" 1" 2"3/4"
6" 5/8"
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:50
PM
C:\U
se
rs\b
sulz
en\D
ocum
en
ts\2
065
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DOOR SCHEDULE
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41
40
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L H
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S B
LV
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SP
ER
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Y 8
26
09
BL
DG
SH
EL
LS
B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1/2" = 1'-0"1STOREFRONT DETAIL
3" = 1'-0"6STOREFRONT HEAD
3" = 1'-0"7STOREFRONT JAMB
3" = 1'-0"8STOREFRONT SILL
1 1/2" = 1'-0"A10.0
12 DOOR PROFILES
3" = 1'-0"3DOOR HEAD DETAIL
3" = 1'-0"4DOOR JAMB DETAIL
3" = 1'-0"5DOOR SILL DETAIL
DOOR AND FRAME SCHEDULE
NUMBER
DOOR FRAME DETAILS
NOTESWIDTH HEIGHT MATERIAL TYPE GLAZING FINISH MATERIAL
ELEVATIONS
GLAZING PROFILE FINISH HEAD JAMB SILL
B100 6' - 0" 7' - 0" AL B TI F AL B TI -- F 5/A10.1 6/A10.1 7/A10/1
B101 6' - 0" 7' - 0" AL B TI F AL B TI -- F 5/A10.1 6/A10.1 7/A10/1
B102 3' - 0" 7' - 0" HM A -- P HM A -- B P 2/A10.1 3/A10.1 4/A10.1
B103 3' - 0" 7' - 0" HM A -- P HM A -- B P 2/A10.1 3/A10.1 4/A10.1
C100 6' - 0" 7' - 0" AL B TI F AL B TI -- F 5/A10.1 6/A10.1 7/A10/1
C101 6' - 0" 7' - 0" AL B TI F AL B TI -- F 5/A10.1 6/A10.1 7/A10/1
C102 3' - 0" 7' - 0" HM A -- P HM A -- B P 2/A10.1 3/A10.1 4/A10.1
C103 3' - 0" 7' - 0" HM A -- P HM A -- B P 2/A10.1 3/A10.1 4/A10.1
3" = 1'-0"2DOOR JAMB DETAIL
3" = 1'-0"9DOOR HEAD DETAIL
No. Revision Description Date
2" 2' - 9" 2" 2' - 10" 2" 2' - 10" 2" 2' - 9" 2"
12' - 0"
2"
9' -
3"
2"
9' -
7"
A
4' - 0"
3' -
5"
2' -
9 1
/2"
B NOTE: DRIVE-UP WINDOW SIZE AND INSTALLATION RECOMMENDATIONS MAY VARY BY MANUFACTURE, VERIFY INFORMATION WITH MANUFACTURE
A
AL
2"
6"
B
AL
4 1/2"
2"
7"
DRY STACK STONE
ALUMINUM FRAMED STOREFRONT INSTALLED PER MANUFACTURERS REQUIREMENTS
SHIM AS REQ
"F" TRIM
BACKER ROD & SEALANT
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER
MANUFACTURER REQ.
BACKER ROD & SEALANT
FLASHING W/ HEMMED DRIP
WEATHER SHEILD
1' - 0 5/8"
2 1/4" 1" 2" 3/4" 6" 5/8"
3 1/4"
STEEL LINTEL , SEE STRUCTURAL
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
ALUMINUM FRAMED STOREFRONT INSTALLED PER MANUFACTURERS REQUIREMENTS
1" AIR SPACE
EXTERIOR VERTICAL WOOD SIDING
BACKER ROD & SEALANT
WOOD WALL PANEL CLIPS & FASTENERS
BY WALL PANEL MANUFACTURE
7"
FLASHING W/ HEMMED DRIP
SHIM AS REQ
"F" TRIM
WEATHER SHEILD
BACKER ROD & SEALANT
10 5/8"
1/4" 1" 2 1/8" 5/8" 6" 5/8"
3 1/4"
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
FULL W/ BATT INSULATION
5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C
5/8" GYP BD RETURN
"F" TRIM
BACKER ROD & SEALANT ALL SIDES TYP.
SHIM AS REQ
ALUMINUM FRAMED STOREFRONT INSTALLED PER MANUFACTURERS REQUIREMENTS
AIR SPACE
EXTERIOR WOOD VERTICAL SIDING
WOOD WALL PANEL CLIPS & FASTENERS BY WALL PANEL MANUFACTURE
WEATHER SHEILD
7"
10
5/8
"
1/4
"1
"2
1/8
"5
/8"
6"
5/8
"
3 1
/4"
7"
1' -
0 5
/8"
2 1
/4"
1"
2"
3/4
"6
"5
/8"
3 1
/4"
5/8" GYP BD RETURN
"F" TRIM
BACKER ROD & SEALANT ALL SIDES TYP.
SHIM AS REQ
ALUMINUM FRAMED STOREFRONT INSTALLED PER MANUFACTURERS REQUIREMENTS
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING BED, PER MANUFACTURER REQ.
DRY STACK STONE
WEATHER SHEILD
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6"
METAL STUDS FILLED W/ BATT INSULATION
ALUM STOREFRONT FRAME
VARIES
SEALANT BOTH SIDES, TYP.
4"
WALL BEYOND
ALUMINUM STOREFRONT WINDOW SYSTEM
CONCRETE FOUNDATION, SEE STRUCTURAL
1. PROVIDE ROUGH OPENING SIZING COMMENSURATE WITH DETAILING AND SIZING OF UNITS SHOWN ON THIS PAGE.
2. CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION AND INSTALLATION.
FINISH NOTES:
F
AL
TI
T
RS
HM
- FACTORY
- ALUMINUM
- TEMPERED INS
- TWO-WAY MIRROR
- ROLLER SHADE
- HOLLOW METAL
LEGEND:
ALUMINUM FRAME INSTALLED PER
MANUFACTURERS REQUIREMENTS
SEALANT, TYP.
SOLID SURFACE SILL
2 1/4" 1" 2" 3/4" 6" 5/8"
BRAKE METAL DRIP EDGE, TYP.
5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION
2 1/4" THIN DRY STACK STONE
WEATHER BARRIER, TYP.
LATH, MORTAR SCRATCH COAT AND MORTAR SETTING
BED, PER MANUFACTURER REQ.
3/4" TREATED PLYWOOD
2" RIGID INSULATION
SEALANT, TYP.
SHIMS AS REQUIRED
BENT ANGLE, SEE STRUCTURAL
LIC
E
NSED ARCHITE
CT
STATE OF WYOM
IN
G
JA
MES
G. HOLLO
WAY
C2512
Date:xx/xx/xxxx
PROJECT #:
DATE:
DRAWN BY:
606
SO
UT
H D
AV
ID S
TRE
ET
. CA
SP
ER
, WY
OM
ING
826
01 T
: 30
7.23
4.89
68
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
11
/10/2
01
9 3
:32
:51
PM
C:\U
se
rs\b
sulz
en\D
ocum
en
ts\2
065
_ C
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CO
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WINDOW SCHEDULE
A11.0
BS
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LT
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41
40
CE
NT
EN
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L H
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S B
LV
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SP
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26
09
BL
DG
SH
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B &
C A
T T
HE
CO
MP
AS
S
2065
11/07/19
1/4" = 1'-0"
WINDOW TYPE3" = 1'-0"
WINDOW FRAME PROFILES
3" = 1'-0"1ALUMINUM HEAD ON DRY STACK STONE
3" = 1'-0"2ALUMINUM HEAD ON PLANK WOOD
3" = 1'-0"4ALUMINUM JAMB ON PLANK WOOD
3" = 1'-0"3ALUMINUM JAMB ON DRY STACK STONE
6" = 1'-0"5ALUMINUM SILL
3" = 1'-0"6ALUMINUM SILL ON DRY STACK STONE
B 4'-0" 3'-5" ALUM 1 T/I B ALUM F 1/A11.0 3/A11.0 6/A11.0
A 9'-7" 12'-0" ALUM 2 T/I A ALUM F 1&2/A11.1 3&4/A11.0 5/A11.0
HEIGHT WIDTH MATERIAL QUANTITY GLAZING PROFILE MATERIAL FINISH HEADER JAMB SILLMARK
FRAME DETAILCOVERINGS COMMENTS
WINDOW SCHEDULE
No. Revision Description Date
HEAT PUMP WATER RETURNHEAT PUMP WATER SUPPLY
PRESSURE/TEMPERATURE TAP
CONNECT TO EXIST. SERVICE
HOT WATER HEATING SUPPLY HOT WATER HEATING RETURN
POST INDICATOR VALVE
HBHOSE BIB
OVERFLOW ROOF DRAIN
WALL CLEAN OUT
FLOOR SINK
ROOF DRAIN
RADIATION ELEMENT
AREA DRAIN
FLOOR DRAIN
CLEAN OUT IN FLOOR
FS
ORD
RD
AD
WCO
FD
CO
PENDANT TYPE SPRINKLER HEAD UPRIGHT SPRINKLER HEAD
RADIATION DESIGNATION
FIRE DEPT. HOSE VALVE
RECESSED SPRINKLER HEAD
CONCEALED SPRINKLER HEAD
FINNED ELEMENT LENGTH
TYPE
TL
NT
H
T
THERMOSTAT W/LOCKABLE COVER
NIGHT THERMOSTAT
HUMIDISTAT
FLOW ALARM
THERMOSTAT
ABOVE FLOOR WASTE PIPE
WALL HYDRANT
FLEXIBLE PIPE CONNECTION
REDUCER OR INCREASER
PIPE ANCHOR
DIRECTION OF FLOW
PIPE PITCH DOWN
ELBOW DOWN
PIPE CONNECTION
FUEL OIL RETURNFUEL OIL SUPPLY
LIQUEFIED PETROLEUM GASNATURAL GAS
COLD SOFT WATER PIPE
CIRCULATING HOT WATER PIPEHOT WATER PIPECOLD WATER PIPE
ACID RESISTANT VENT PIPEABOVE FLOOR ACID RESISTANT WASTE PIPE
VENT PIPEUNDERFLOOR WASTE PIPE
WH
UNION
ELBOW UP
TEE DOWN
LP
FORFOS
G
S
CLINICAL AND LAB AIR PIPENITROUS OXIDE PIPE
CLINICAL AND LAB VACUUM GAS EVACUATION PIPE
CONDENSER WATER SUPPLY PIPE
CONDENSER WATER RETURN PIPE
CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE
REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE
FLOW MEASURING DEVICE
EXPANSION JOINT, PIPE GUIDE
BALANCING VALVE
3-WAY CONTROL VALVE
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
DOWN SPOUT
CHECK VALVE
STAND PIPE
DS
SP
CAPPED OUTLET
SHUT OFF VALVE
CONTROL VALVE
CWR
RSRL
CWS
CRCS
NITROGEN PIPE
OXYGEN PIPE GEVAC
NO
O
N A
S
F
STRAINER VALVE
FLOW CONTROL VALVE
BACK FLOW PREVENTER
CURB STOP
PRESSURE GAUGE
THERMOMETER
STRAINER
STEAM TRAP
AIR VENT
D
HPWRHPWS
SHW
PC
F
HWRHWS
HG
LPR
LPS
MPR
EQUIPMENT DRAIN
PUMPED CONDENSATE PIPE
FIRE SPRINKLER PIPE
SOFT HOT WATER PIPE
MEDIUM PRESSURE RETURN
LOW PRESSURE STEAM
LOW PRESSURE RETURN
HOT GAS
COMPRESSED AIR PIPE
FUEL OIL GAUGEFUEL OIL VENT
CA
FOGFOV
MPS
HPR
HPS HIGH PRESSURE STEAM
HIGH PRESSURE RETURN
MEDIUM PRESSURE STEAM
UNDERFLOOR ACID WASTE PIPE
UNDERGOUND CIRCULATING HOT WATER PIPE
UNDERGROUND HOT WATER PIPE
UNDERGROUND COLD WATER PIPE
ABOVE FLOOR STORM PIPEUNDERFLOOR STORM PIPE
ABOVE FLOOR OVERFLOW STORM PIPE
UNDERFLOOR OVERFLOW STORM PIPE
GROUND LOOP WATER RETURNGROUND LOOP WATER SUPPLY GLWRGLWS
CLEAN OUT ABOVE FLOORCO
DOMESTIC WATER TEMPERING VALVE
FLOW SWITCH
FS
PRESSURE SENSOR DIFFERENTIALP
STATIC PRESSURE SENSORP
DEMOLITION HATCHING
O OXYGEN OUTLET
NO NITROUS OXIDE OUTLET
VCLINICAL AND LAB VACUUM OUTLET
GE GAS EVACUATION OUTLET
N NITROGEN OUTLET A CLINICAL AIR OUTLET
CA COMPRESSED AIR OUTLET
PUMP DISCHARGE PUMP DISCHARGE
MECHANICAL SYMBOLS
HW
HWCW
SAN SAN
RHW
RHW
V
AV
ST
OST
PD
AW
ST
OST
PD
AW
CW
RAD-15'-0"
SRHWSOFT CIRCULATING HOT WATER PIPE
LS LAWN SPRINKLER PIPE
GRILLE, REGISTER & DIFFUSER DESIGNATIONSUPPLY, RETURN, EXHAUST, & TRANSFER
FLEX DUCT (5' MAXIMUM)
STANDARD RADIUS ELBOWR EQUAL W (MINIMUM)
F - FIRE DAMPER M - MOTORIZED DAMPERS - SMOKE DAMPER B - BACKDRAFT DAMPERC - COMBINATION FIRE SMOKE DAMPER
FLEXIBLE DUCT CONNECTION
DUCT TURN WITH TURN VANES
DUCT RISE OR DROP IN DIRECTION OF AIR FLOW
RETURN DUCT (UP & DOWN)
SUPPLY DUCT (UP & DOWN)
SF MC B
R
R OR D
TYPE OF EQUIP
TYPE OF EQUIP
EQUIP. NO.
CFM
EQUIPMENT DESIGNATION
12/8
BRANCH DUCT INTO SIDE OF MAIN DUCT
DUCT DIMENSION- WIDTH x DEPTH
DUCT INSULATION (SEE SPECIFICATION)
DUCT TURN AND AIR SPLIT TYPE TAKEOFF(NON-ADJUSTABLE)
MANUAL VOLUME DAMPER
EXHAUST DUCT (UP & DOWN)
SPIRAL DUCTWORK
LOW PRESURE DUCTWORKMAX 2" W.G. PRESSURE
MEDIUM PRESSURE DUCTWORK2"-6" W.G. PRESSURE
VENTILATION SYMBOLS
EF1
S-1200
1/2 AA
W
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05 ▪
CASPER, W
Y 8
2601
PH
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(307)
234-9
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FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
WE
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MECHANICAL COVERSHEET
M0.1
APB
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11/07/2019
MECHANICAL SHEET LIST
Sheet Number Sheet Name
M0.1 MECHANICAL COVER SHEET
M1.1 BELOW FLOOR WASTE & VENT PLANS
M1.2 WASTE & VENT PLANS
M2.1 BELOW FLOOR DOMESTIC PIPING PLANS
M2.2 DOMESTIC PIPING PLANS
M3.1 HVAC FLOOR PLANS
M3.2 HVAC ROOF PLANS
M4.1 MECHANICAL DETAILS AND SCHEDULES
M5.1 SPECIFICATIONS
M5.2 SPECIFICATIONS
WE
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FAX:
(307)
234-5
494
1MECHANICAL SYSTEMS - BUILDING PAD C - 3D VIEW
2MECHANICAL SYSTEMS - BUILDING PAD B - 3D VIEW
No. Revision Description Date
B
9 10 10.5 11 12 13
M101 M102
C.O.-4”
4" SAN
A
8
M102
M103
4" SAN
4"
ST
4"
ST
4" ST UP
B
1 2 3 3.5 4 5 6
M101
C.O.-4”
4" SANM102
A
7
M103
4" ST UP
4"
ST
4"
ST
WE
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P
LA
INS
EN
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WW
W.W
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SD
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LLS,
SD
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, SU
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PH
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E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
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11
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BELOW FLOORWASTE & VENT
PLANS
M1.1
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82
60
9
2065
11/07/2019
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - BELOW FLOOR WASTE& VENT PLAN
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - BELOW FLOOR WASTE& VENT PLAN
WE
ST
P
LA
INS
EN
GIN
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RIN
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C.
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, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
MECHANICAL SPECIFIC NOTES
M101 4" SANITARY SEWER, SEE CIVIL PLAN FORCONTINUATION.
M102 STUB SANITARY SEWER INTO CRAWL SPACE AREA,SEAL PIPE WITH RUBBER CLEAN OUT CAP. OWNERTO DETERMINE RESTROOM AND MECHANICAL ROOMLOCATIONS.
M103 4" ST DRAIN LINE. SEE CIVIL PLAN FORCONTINUATION.
GENERAL PLUMBING NOTES
A COORDINATE LOCATIONS OF PIPING WITH OTHERTRADES.
B ALL PIPING INSULATION SERVING DOMESTIC WATERPIPING SHALL BE INSTALLED WITH UNBROKEN VAPORBARRIERS AS PER SPECIFICATIONS. CONTRACTOR TOUSE METAL SADDLES AND STRAPS ON EXTERIOR OFINSULATION FOR SUPPORT OF PIPING AT HANGERS,UNISTRUT, ETC.
C ISOLATE ALL COPPER PIPE FROM BEARING ON FERROUSHANGERS, ETC. WITH ELECTRICALLY INSULATINGMATERIALS AS SPECIFIED. USE DIELECTRIC UNIONS INCONNECTION OF ALL COPPER PIPING TO FERROUSPIPING AS SPECIFIED.
D DOMESTIC WATER RECIRCULATION BALANCING VALVESSHALL BE AUTOFLOW STYLE VALVE, 0.33 GPM. REFER TOSPECIFICATIONS SECTION 221006.
E DO NOT ROUTE PIPING ABOVE OR IN FRONT OFELECTRICAL GEAR. MAINTAIN CODE REQUIREDCLEARANCES.
No. Revision Description Date
B
1 2 3 3.5 4 5 6
A
7
4" OST
4" OST 4" OST
4"
OS
T
4" C.O.
4" ST
4" ST4" ST DN
4" C.O.
4" OST UP
4" ST UP
4" OST UP
4" ST UP
M104
B
9 10 10.5 11 12 13
A
8
4" OST
4" OST 4" OST
4"
OS
T
4" C.O.
4" ST
4" ST4" ST DN
4" C.O.
4" OST UP
4" ST UP
4" OST UP
4" ST UP
M104
WE
ST
P
LA
INS
EN
GIN
EE
RIN
G. IN
C.
WW
W.W
ESTPL
AIN
SEN
GIN
EER
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SD
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IA
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CK,
ND
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. D
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, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
WE
ST
12t
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GR
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11
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WASTE & VENTPLANS
M1.2
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82
60
9
2065
11/07/2019
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - WASTE & VENT PLAN
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - WASTE & VENT PLAN
WE
ST
P
LA
INS
EN
GIN
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RIN
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C.
WW
W.W
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ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
No. Revision Description DateMECHANICAL SPECIFIC NOTES
M104 4" OST TERMINATED AT LAMB'S TONGUE DRAINLOCATED 24" ABOVE SURROUNDING GRADE.
GENERAL PLUMBING NOTES
A COORDINATE LOCATIONS OF PIPING WITH OTHERTRADES.
B ALL PIPING INSULATION SERVING DOMESTIC WATERPIPING SHALL BE INSTALLED WITH UNBROKEN VAPORBARRIERS AS PER SPECIFICATIONS. CONTRACTOR TOUSE METAL SADDLES AND STRAPS ON EXTERIOR OFINSULATION FOR SUPPORT OF PIPING AT HANGERS,UNISTRUT, ETC.
C ISOLATE ALL COPPER PIPE FROM BEARING ON FERROUSHANGERS, ETC. WITH ELECTRICALLY INSULATINGMATERIALS AS SPECIFIED. USE DIELECTRIC UNIONS INCONNECTION OF ALL COPPER PIPING TO FERROUSPIPING AS SPECIFIED.
D DOMESTIC WATER RECIRCULATION BALANCING VALVESSHALL BE AUTOFLOW STYLE VALVE, 0.33 GPM. REFER TOSPECIFICATIONS SECTION 221006.
E DO NOT ROUTE PIPING ABOVE OR IN FRONT OFELECTRICAL GEAR. MAINTAIN CODE REQUIREDCLEARANCES.
B
1 2 3 3.5 4 5 6
M201 M202
M203
4"
F
1 1
/2"
CW
A
7
M204
UP TO GAS METERS
B
9 10 10.5 11 12 13
M201 M202
M203
4"
F
1 1
/2"
CW
M204 1 1/4" G
A
8
M201 M202
M203
4"
F
1 1
/2"
CW
UP TO GAS METER
PROJECT #:
DATE:
DRAWN BY:
606
SO
UTH
DA
VID
STR
EE
T . C
AS
PE
R, W
YO
MIN
G 8
2601
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307.
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BELOW FLOORDOMESTIC PIPING
PLANS
M2.1
APB
TR
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LA
ND
AN
D R
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en
ten
nia
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ills
Blv
d,
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sp
er,
WY
82
60
9
2065
11/07/2019
No. Revision Description Date
NORTH
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - BELOW FLOORDOMESTIC PIPING PLAN
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - BELOW FLOORDOMESTIC PIPING PLAN
WE
ST
P
LA
INS
EN
GIN
EE
RIN
G. IN
C.
WW
W.W
ESTPL
AIN
SEN
GIN
EER
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.CO
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ID C
ITY,
SD
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CED
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APID
S, I
A ▪
BISM
ARCK
, N
D
145 S
. D
URBIN
, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
MECHANICAL SPECIFIC NOTES
M201 4" FIRE SPRINKLER SERVICE, SEE CIVIL PLAN FORCONTINUATION.
M202 1-1/2" DOMESTIC WATER LINE, SEE CIVIL PLAN FORCONTINUATION.
M203 STUB WATER SERVICES INTO CRAWL SPACE AREA,CAP PIPING. OWNER TO DETERMINE RESTROOM ANDMECHANICAL ROOM LOCATIONS.
M204 SEE CIVIL PLAN FOR CONTINUATION OF 1-1/4"NATURAL GAS SERVICE PIPING.
GENERAL PLUMBING NOTES
A COORDINATE LOCATIONS OF PIPING WITH OTHERTRADES.
B ALL PIPING INSULATION SERVING DOMESTIC WATERPIPING SHALL BE INSTALLED WITH UNBROKEN VAPORBARRIERS AS PER SPECIFICATIONS. CONTRACTOR TOUSE METAL SADDLES AND STRAPS ON EXTERIOR OFINSULATION FOR SUPPORT OF PIPING AT HANGERS,UNISTRUT, ETC.
C ISOLATE ALL COPPER PIPE FROM BEARING ON FERROUSHANGERS, ETC. WITH ELECTRICALLY INSULATINGMATERIALS AS SPECIFIED. USE DIELECTRIC UNIONS INCONNECTION OF ALL COPPER PIPING TO FERROUSPIPING AS SPECIFIED.
D DOMESTIC WATER RECIRCULATION BALANCING VALVESSHALL BE AUTOFLOW STYLE VALVE, 0.33 GPM. REFER TOSPECIFICATIONS SECTION 221006.
E DO NOT ROUTE PIPING ABOVE OR IN FRONT OFELECTRICAL GEAR. MAINTAIN CODE REQUIREDCLEARANCES.
B
9 10 10.5 11 12 13
GAS METER
M205
M205
A
8
B
1 2 3 3.5 4 5 6
A
7
M205
M205
GAS METER
GAS METER
WE
ST
P
LA
INS
EN
GIN
EE
RIN
G. IN
C.
WW
W.W
ESTPL
AIN
SEN
GIN
EER
ING
.CO
M
RAP
ID C
ITY,
SD
▪ S
IOU
X FA
LLS,
SD
▪ C
ASPE
R,
WY
▪ CE
DAR
RAP
IDS,
IA
▪ BI
SMAR
CK,
ND
145 S
. D
URBIN
, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
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SO
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2601
T:
307.
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8968
WPE#
BC19045
11
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B &
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L_A
nth
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are
lla.r
vt
DOMESTIC PIPINGPLANS
M2.2
APB
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
BL
DG
SH
EL
LS
B &
C A
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AS
SC
en
ten
nia
l H
ills
Blv
d,
Ca
sp
er,
WY
82
60
9
2065
11/07/2019
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - DOMESTIC PIPINGPLAN
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - DOMESTIC PIPINGPLAN
WE
ST
P
LA
INS
EN
GIN
EE
RIN
G. IN
C.
WW
W.W
ESTPL
AIN
SEN
GIN
EER
ING
.CO
M
RAP
ID C
ITY,
SD
▪SI
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X FA
LLS,
SD
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SPER
, W
Y ▪
CED
AR R
APID
S, I
A ▪
BISM
ARCK
, N
D
145 S
. D
URBIN
, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
GENERAL PLUMBING NOTES
A COORDINATE LOCATIONS OF PIPING WITH OTHERTRADES.
B ALL PIPING INSULATION SERVING DOMESTIC WATERPIPING SHALL BE INSTALLED WITH UNBROKEN VAPORBARRIERS AS PER SPECIFICATIONS. CONTRACTOR TOUSE METAL SADDLES AND STRAPS ON EXTERIOR OFINSULATION FOR SUPPORT OF PIPING AT HANGERS,UNISTRUT, ETC.
C ISOLATE ALL COPPER PIPE FROM BEARING ON FERROUSHANGERS, ETC. WITH ELECTRICALLY INSULATINGMATERIALS AS SPECIFIED. USE DIELECTRIC UNIONS INCONNECTION OF ALL COPPER PIPING TO FERROUSPIPING AS SPECIFIED.
D DOMESTIC WATER RECIRCULATION BALANCING VALVESSHALL BE AUTOFLOW STYLE VALVE, 0.33 GPM. REFER TOSPECIFICATIONS SECTION 221006.
E DO NOT ROUTE PIPING ABOVE OR IN FRONT OFELECTRICAL GEAR. MAINTAIN CODE REQUIREDCLEARANCES.
MECHANICAL SPECIFIC NOTES
M205 PROVIDE 1" GAS LINE TO INTERIOR OF BUILDING.INSTALL GAS COCK WITHIN 6" OF ROOF DECKBOTTOM. CAP LINE FOR FUTURE USE.
No. Revision Description Date
B
9 10 10.5 11 12 13
M301 M301
10/3210/3218/2418/24
9/339/3318/2418/24
A
8
EF3
EF4
6/66/6
7/67/6
6/66/6
7/67/6
S - 11440
S - 11440
T T
M304 M305
6/6 EX UP
7/6 EX DN
M306 M306
7/6 EX DN
6/6 EX UP
B
1 2 3 3.5 4 5 6
M301 M301
10/3210/3218/2418/24
10/3210/3218/2418/24
A
7
EF2
EF1
7/67/6
6/66/6
7/67/6
6/66/6
S - 11440 S - 1
1440
T T
M302 M303
6/6 EX UP
6/6 EX DN
M306
6/6 EX UP
7/6 EX DN
M306
WE
ST
P
LA
INS
EN
GIN
EE
RIN
G. IN
C.
WW
W.W
ESTPL
AIN
SEN
GIN
EER
ING
.CO
M
RAP
ID C
ITY,
SD
▪ S
IOU
X FA
LLS,
SD
▪ C
ASPE
R,
WY
▪ CE
DAR
RAP
IDS,
IA
▪ BI
SMAR
CK,
ND
145 S
. D
URBIN
, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
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888.
3273
606
SO
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T . C
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MIN
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2601
T:
307.
234.
8968
WPE#
BC19045
11
/7/2
019
12:3
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B &
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nth
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are
lla.r
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HVAC FLOOR PLANS
M3.1
APB
TR
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LA
ND
AN
D R
EA
LT
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LC
BL
DG
SH
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LS
B &
C A
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MP
AS
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en
ten
nia
l H
ills
Blv
d,
Ca
sp
er,
WY
82
60
9
2065
11/07/2019
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - HVAC PLAN
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - HVAC PLAN
WE
ST
P
LA
INS
EN
GIN
EE
RIN
G. IN
C.
WW
W.W
ESTPL
AIN
SEN
GIN
EER
ING
.CO
M
RAP
ID C
ITY,
SD
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OU
X FA
LLS,
SD
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SPER
, W
Y ▪
CED
AR R
APID
S, I
A ▪
BISM
ARCK
, N
D
145 S
. D
URBIN
, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
MECHANICAL SPECIFIC NOTES
M301 PROVIDE AND INSTALL FULL SIZE DUCTWORK FROMROOFTOP UNIT TO A POINT 36" BELOW BOTTOM OFROOF TRUSSES.
M302 THERMOSTAT CONTROL TO RTU-4.
M303 THERMOSTAT CONTROL TO RTU-3.
M304 THERMOSTAT CONTROL TO RTU-2.
M305 THERMOSTAT CONTROL TO RTU-1.
M306 TERMINATE EXHAUST DUCT IN CRAWL SPACE WITH1/4"X1/4" BIRD SCREEN 6" BELOW BOTTOM OFFLOOR.
GENERAL HVAC NOTES
A COORDINATE LOCATION OF DUCTWORK AND PIPINGWITH STRUCTURE AND OTHER TRADES. INSTALLDUCTWORK AS HIGH AS POSSIBLE.
B REFRIGERANT PIPING TO BE INSTALLED PER FACTORYAPPROVED PIPING LAYOUT. PROVIDE LAYOUT AS PARTOF CONDENSING UNIT SHOP DRAWINGS.
C DO NOT ROUTE DUCTWORK ABOVE OR IN FRONT OFELECTRICAL GEAR. MAINTAIN CODE REQUIREDCLEARANCES.
No. Revision Description Date
JJ
J J
B
9 10 10.5 11 12 13
RTU1
RTU2
M309 M309
M307
M307
1 1/4" G
A
8
1 1/4" G 1 1/4" G
1 1
/4"
G
1 1
/4"
G
1 1/4" G DN
1 1/4" G DN
6/66/6 6/66/6
M308
M308
ORD-4"
RD-4" RD-4"
ORD-4"
B
1 2 3 3.5 4 5 6
RTU3
RTU4
1 1
/4"
G
A
7
M303 1 1/4" G
1" G DN
1 1
/4"
G
1 1/4" G1" G DN
M3036/66/6 6/66/6
M304
M304
RD-4"
ORD-4"
RD-4"
ORD-4"
1 1/4" G DN
1 1/4" G DN
WE
ST
P
LA
INS
EN
GIN
EE
RIN
G. IN
C.
WW
W.W
ESTPL
AIN
SEN
GIN
EER
ING
.CO
M
RAP
ID C
ITY,
SD
▪ S
IOU
X FA
LLS,
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R,
WY
▪ CE
DAR
RAP
IDS,
IA
▪ BI
SMAR
CK,
ND
145 S
. D
URBIN
, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
606
SO
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DA
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STR
EE
T . C
AS
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R, W
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MIN
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2601
T:
307.
234.
8968
WPE#
BC19045
11
/7/2
019
12:3
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HVAC ROOF PLANS
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NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - ROOF PLAN
NORTH1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - ROOF PLAN
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MECHANICAL SPECIFIC NOTES
M303 THERMOSTAT CONTROL TO RTU-3.
M304 THERMOSTAT CONTROL TO RTU-2.
M307 PROVIDE 1" GAS LINE TO INTERIOR OF BUILDING.INSTALL GAS COCK WITHIN 6" OF ROOF DECKBOTTOM. CAP LINE FOR FUTURE USE.
M308 TERMINATE EXHAUST AIR DUCT WITHMANUFACTURER'S TERMINATION KIT.
M309 PROVIDE AND NSTALL ROOFTOP CURBS FORROOFTOP UNIT.
GENERAL HVAC NOTES
A COORDINATE LOCATION OF DUCTWORK AND PIPINGWITH STRUCTURE AND OTHER TRADES. INSTALLDUCTWORK AS HIGH AS POSSIBLE.
B REFRIGERANT PIPING TO BE INSTALLED PER FACTORYAPPROVED PIPING LAYOUT. PROVIDE LAYOUT AS PARTOF CONDENSING UNIT SHOP DRAWINGS.
C DO NOT ROUTE DUCTWORK ABOVE OR IN FRONT OFELECTRICAL GEAR. MAINTAIN CODE REQUIREDCLEARANCES.
No. Revision Description Date
BLOCKING SUPPORTS, ANCHOR TO STRUCTURE, DEPTH AS REQUIRED FOR INSULATION.
INSULATION
STEEL DECK
COMPOSITIONBASE FLASHING
24 GAUGE GALV. METAL
NEOPRENE EQUIPMENT SUPPORT PAD
PROVIDE NEATLY FITTED METAL CAPS FOR END
FIBER CANT STRIP
2" X 10"
2" X 12"
NOTES:
1. NEW CURB TO BE 100% WATERTIGHT2. USE APPROPRIATE FILLER TO MATCH INSULATION THICKNESS
ROOFTOP UNIT
OUTSIDE AIR HOOD. MAINTAIN 10'-0" MINIMUM CLEARANCE TO BUILDING VENTS
CONDENSATE DRAIN
TRAP
DISCHARGE CONDENSATE TO ROOF
DIRT LEG
GAS COCK
UNION (TYP)
SUPPORT GAS PIPE FROM ROOF WITH TREATED WOOD BLOCKING OR PIPE STANDS. SUPPORTS SHALL BE COMPATIBLE WITH ROOFING SYSTEM
ROOF CURB. INSTALL TOP OF CURB LEVEL. SECURE TO ROOF STRUCTURE.
CURB FLASHING. COORDINATE WITH GENERAL CONTRACTOR.
RETURN AIR DUCT. SEE PLANS FOR DUCTWORK DISTRUBUTION. SEE SPECS FOR INSULATION REQUIREMENTS.
SUPPLY AIR DUCT. SEE PLANS FOR DUCTWORK
DISTRUBUTION. SEE SPECS FOR INSULATION REQUIREMENTS.
TRANSITION DUCT TO ROOFTOP UNIT INLET. TRANSITION IN CURB. TRANSITION AROUND STRUCTURE AS REQUIRED.
SECURE DUCT TO OPENING IN ROOF CURB (TYP).
NOTE:MAINTAIN ALL MANUFACTURER'S RECOMMENDED CLEARANCES OR AIRFLOW AND SERVICE.
ROOF
FINISHEDFLOOR
DIRECTIONOF FLOW
CAST IRONEXTENSION-SAME SIZEAS SEWER UPTO 4" ROUND
CAST IRON LONG SWEEP1/4 BEND OR CAST IRONCOMB, "Y" & 1/8 BEND.(USE REDUCING TYPEWHERE REQUIRED.)
BUILDING DRAIN ORSEWER MATERIAL ANDSIZE AS SPECIFIED
6" THICK BY18" SQUARECONCRETE
PAD
"CO" TOBE CASTIN COVER CAST IRON CLEANOUT WITH
COVER FOR DUTY REQUIRED
GRADE OR PAVING
SEEPLANS
EXTERIOR CLEANOUT(LIGHT TRAFFIC AREA) INTERIOR CLEANOUT
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PROJECT #:
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MECHANICALDETAILS ANDSCHEDULES
M4.1
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NO SCALE1
EQUIPMENT CURB DETAIL
NO SCALE2
DOWNFLOW ROOFTOP UNIT DETAIL
NO SCALE3
CLEANOUTS DETAIL
ROOF TOP UNIT SCHEDULE
UNITTYPE
UNITNUMBER MANUFACTURER MODEL LOCATION CFM
MINO.A.CFM E.S.P.
MAXRPM
SUPPLY FAN DX COOLING GAS HEATING SECTION ELECTRICAL
COMMENTSQUANTITY HP VOLTAGEPHAS
E RPM FLATOTAL(BTUH)
SENSIBLE(BTUH) AMB EER
EATDB
EATWB
LATDB
LATWB APD
REFRIGERANT TYPE
FACEVELOCITY FUEL
RATING (BTUH)
EAT
MAT
VOLTAGE PHASES MCAINPUT (BTUH)OUTPUT(BTUH) DB WB
RTU 1 AAON RQ-004-8-V-GA02-552 BLDG B - EAST 1440 420 1.25 in-wg 1760 1 2 208 3 1760 8 A 49590 30930 95 °F 13.3 81 °F 66 °F 56 °F 54 °F 0.29 in-wg R-410A 270 FPM N.G. 115600 93700 44 °F 117 °F 69 °F 208 3 28 A 1,2
RTU 2 AAON RQ-004-8-V-GA02-552 BLDG B - WEST 1440 420 1.25 in-wg 1760 1 2 208 3 1760 8 A 49590 30930 95 °F 13.3 81 °F 66 °F 56 °F 54 °F 0.29 in-wg R-410A 270 FPM N.G. 115600 93700 44 °F 117 °F 69 °F 208 3 28 A 1,2
RTU 3 AAON RQ-004-8-V-GA02-552 BLDG C - EAST 1440 420 1.25 in-wg 1760 1 2 208 3 1760 8 A 49590 30930 95 °F 13.3 81 °F 66 °F 56 °F 54 °F 0.29 in-wg R-410A 270 FPM N.G. 115600 93700 44 °F 117 °F 69 °F 208 3 28 A 1,2
RTU 4 AAON RQ-004-8-V-GA02-552 BLDG C - WEST 1440 420 1.25 in-wg 1760 1 2 208 3 1760 8 A 49590 30930 95 °F 13.3 81 °F 66 °F 56 °F 54 °F 0.29 in-wg R-410A 270 FPM N.G. 115600 93700 44 °F 117 °F 69 °F 208 3 28 A 1,2
COMMENTS:
1 PROVIDE WITH MANUFACTURER'S STANDARD ROOF CURB.
2 PROVIDE WITH ELECTRIC DISCONNECT.
3 PROVIDE WITH ECONOMIZER AND RELIEF/EXHAUST FAN.
4 PROVIDE WITH 30% FILTERS.
No. Revision Description Date
REGISTER GRILLES AND DIFFUSER SCHEDULEUNITTYPE
UNITNUMBER MANUFACTURER MODEL
NOMINAL SIZE THROAT SIZE
MAX CFM THROW S.P.D. NC FRAME COMMENTSWIDTH LENGTH DIA. WIDTH LENGTH DIA.
S 1 CARNES TDBA G4 16" 16" 14" 14" 2000 36-53-75 0.23 in-wg N/A DUCT
FAN SCHEDULEUNITTYPE
UNITNUMBER MANUFACTURER MODEL LOCATION SERVICE
VIBRATIONISOLATION CFM S.P.D. VOLTAGE HP SONES PHASES COMMENTS
EF 1 LOREN COOKCOMPANY
GC144 EXHAUST INTERNAL 50 0.75 in-wg 120 0.76 5 1 1,2,3,4,5
EF 2 LOREN COOKCOMPANY
GC144 EXHAUST INTERNAL 50 0.75 in-wg 120 0.76 5 1 1,2,3,4,5
EF 3 LOREN COOKCOMPANY
GC144 EXHAUST INTERNAL 50 0.75 in-wg 120 0.76 5 1 1,2,3,4,5
EF 4 LOREN COOKCOMPANY
GC144 EXHAUST INTERNAL 50 0.75 in-wg 120 0.76 5 1 1,2,3,4,5
COMMENTS:
1 INLINE FAN WITH STANDARD PLUG DISCONNECT, ALUMINUM GRILL.
2 PROVIDE WITH WALL CAP, ROOF CAP, EAVE VENT WITH BACK DRAFT DAMPER.
3 PROVIDE VARIABLE SPEED SWITCH.
4 PROVIDE WITH RUBBER ISOLATORS.
5 INSTALL BETWEEN MECH ROOM CEILING AND ROOF.
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PROJECT #:
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SPECIFICATIONS
M5.1
Author
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No. Revision Description Date
SPECIFICATION GENERAL NOTES:
GENERAL NOTES:1. REVIEW THE CONTRACT CONDITIONS AND GENERAL REQUIREMENTS FOR INFORMATION THAT APPLIES.2. THE WORD "PROVIDE" IS USED TO MEAN "FURNISH AND INSTALL."3. PROVIDE ALL ITEMS FOR A COMPLETE AND SUCCESSFUL OPERATION OF ALL SYSTEMS SHOWN ON THESE DRAWINGS.4. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF THE WORK. LOCATIONS ARE APPROXIMATE UNLESS DIMENSIONED. MINOR MODIFICATIONS IN LOCATION TO MEET SITE REQUIREMENTS ARE ACCEPTABLE. REFER TO LATEST ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS AND DIMENSIONS.5. THE ARCHITECTURAL AND ENGINEERING DRAWINGS ARE COMPLEMENTARY. GENERAL CONTRACTORS, SUBCONTRACTORS, AND VENDORS SHALL ACKNOWLEDGE ALL THE ARCHITECTURAL AS WELL AS ALL THE ENGINEERING DRAWINGS AND INCLUDE ALL WORK NECESSARY TO ACHIEVE A COMPLETE WORKING INSTALLATION FOR ALL DEVICES OR EQUIPMENT WHICH MAY BE SHOWN ON ONE DRAWING BUT NOT SHOWN ON ANOTHER. WHERE ELEMENTS ARE INDICATED OR DESCRIBED IN ANY DRAWING, IT IS THE INTENT THAT ALL RELATED CONSTRUCTION ASSOCIATED WITH SUCH ELEMENTS IS TO BE INCLUDED IN ORDER TO OBTAIN A COMPLETE INSTALLATION. FOR INSTANCE, IF A PIECE OF EQUIPMENT IS IDENTIFIED IN THE ARCHITECTURAL AND/OR MECHANICAL DRAWINGS, BUT THE ELECTRICAL CIRCUIT FOR SUCH EQUIPMENT IS NOT IDENTIFIED IN THE ELECTRICAL DRAWINGS, THE CONTRACTOR IS TO PROVIDE SUCH CIRCUIT IN ORDER TO HAVE FULLY OPERATIONAL EQUIPMENT. FOR ANOTHER EXAMPLE, IF A SINK IS INDICATED, IT IS THE INTENT THAT RELATED PLUMBING WORK INCLUDING DRAINS, VENT, PIPING, VALVES, ETC. ARE TO BE INCLUDED IN ORDER TO RESULT IN A FULLY OPERATIONAL SYSTEM. NO SUBCONTRACTOR SHALL BE ALLOWED TO EXCLUDE PORTIONS OF THE COMPLIMENTARY DRAWING SET.6. LAY OUT ALL WORK IN ADVANCE. DO NOT DEFACE THE WORK OF OTHER TRADES OR THE EXISTING BUILDING.7. LOCATION OF PIPES, DUCTS, SWITCHES, PANELS, EQUIPMENT, AND FIXTURES SHALL BE ADJUSTED TO ACCOMMODATE THE WORK OR INTERFERENCES ANTICIPATED AND ENCOUNTERED. DETERMINE THE EXACT ROUTE AND LOCATION OF EACH PIPE AND DUCT PRIOR TO FABRICATION.7.1. RIGHT-OF-WAY: LINES WHICH PITCH SHALL HAVE THE RIGHT-OF-WAY OVER THOSE WHICH DO NOT PITCH. LINES WHOSE ELEVATIONS CANNOT BE CHANGED SHALL HAVE THE RIGHT-OF-WAY OVER LINES WHOSE ELEVATIONS CAN BE CHANGED.7.2. OFFSETS, TRANSITIONS, AND CHANGES IN DIRECTION: OFFSETS, TRANSITIONS, AND CHANGES IN DIRECTION OF PIPES AND DUCTS SHALL BE MADE AS REQUIRED TO MAINTAIN PROPER HEADROOM AND PITCH OF SLOPING LINES WHETHER OR NOT INDICATED ON THE DRAWINGS.7.3. FURNISH AND INSTALL ALL TRAPS, AIR VENTS, SANITARY VENTS, AND DEVICES AS REQUIRED TO AFFECT THESE OFFSETS, TRANSITIONS, AND CHANGES IN DIRECTION.8. ALL PENETRATIONS OF FIRE RATED WALLS, FLOORS, AND CEILINGS SHALL HAVE THE SPACE AROUND PENETRATIONS SEALED WITH A FIRE BARRIER SEALANT MEETING THE REQUIREMENTS OF U.L. STANDARD 1479 AND ASTM-E 814. INSTALL SEALANT IN FULL COMPLIANCE WITH MANUFACTURER'S STANDARD INSTALLATION INSTRUCTIONS.9. ALL MATERIALS LOCATED ABOVE CEILING SHALL BE SUITABLE FOR USE WITHIN A RETURN AIR PLENUM AS REQUIRED BY THE ADOPTED EDITION OF THE INTERNATIONAL MECHANICAL CODE.10. WHEN USING A TORCH OR OTHER FLAME-PRODUCING DEVICE ON THIS PROJECT, CONTRACTOR SHALL PROVIDE ONE APPROVED FIRE EXTINGUISHER OR WATER HOSE EQUIPPED WITH A SUITABLE NOZZLE, SUFFICIENT IN LENGTH TO REACH ALL PORTIONS OF THE BUILDING AND CONNECTED TO A WATER SUPPLY ON THE PREMISES WHERE SAID BURNING OPERATION IS PERFORMED. COMBUSTIBLE MATERIAL IN THE CLOSE PROXIMITY OF OPEN FLAME SHALL BE PROTECTED AGAINST IGNITION BY SHIELDING, WETTING, OR OTHER MEANS. IN ALL CASED, A FIRE WATCH SHALL BE MAINTAINED IN THE VICINITY OF THE OPERATION BY THE CONTRACTOR FOR ONE-HALF HOUR AFTER THE TORCH OR FLAME-PRODUCING DEVICE HAS BEEN USED.11. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT AND TAKE INTO CONSIDERATION CONDITIONS THAT MAY AFFECT THE WORK. NO ADDITIONAL COMPENSATION WILL BE APPROVED FOR FAILURE TO VISIT THE SITE PRIOR TO PRICING THE WORK.12. MAINTAIN A CONTRACT SET OF THESE DRAWINGS AT THE SITE, WITH ALL CHANGES OR DEVIATIONS FROM THE ORIGINAL DRAWINGS NEATLY MARKED ON THEM IN RED COLOR. THIS SHALL BE A SEPARATE SET OF DRAWINGS NOT USED FOR CONSTRUCTION PURPOSES, WHICH SHALL BE KEPT UP TO DATE AS THE JOB PROGRESSES AND SHALL BE MADE AVAILABLE FOR INSPECTION BY THE ENGINEER AT ALL TIMES. UPON COMPLETION OF THE CONTRACT, THIS SET OF "AS-BUILTS" SHALL BE DELIVERED TO THE ENGINEER WITHIN 15 DAYS OF COMPLETION OF THE PROJECT.13. MATERIAL SHALL BE AS SPECIFIED. SUBSTITUTIONS WILL BE CONSIDERED IF SUBMITTED FOR PRIOR APPROVAL AT LEAST ONE (1) WEEK PRIOR TO THE CONTRACT BID DATE. SUBSTITUTIONS SHOULD BE SUBMITTED SEPARATELY FOR EACH PRODUCT WITH SUPPORTING DATA, DRAWINGS AND SAMPLES AS APPROPRIATE, INCLUDING: 13.1. COMPARISON OF THE QUALITIES OF THE PROPOSED SUBSTITUTION WITH THAT SPECIFIED. 13.2. CHANGES REQUIRED IN OTHER ELEMENTS OF THE WORK BECAUSE OF THE SUBSTITUTION. 13.3. COST DATA COMPARING THE PROPOSED SUBSTITUTION WITH THE PRODUCT SPECIFIED. THE ENGINEER WILL DETERMINE THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION.14. SUBMIT ELECTRONIC PDF OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT AND DEVICES. PRIOR TO SUBMITTING THE SHOP DRAWINGS FOR REVIEW, THE CONTRACTOR SHALL REVIEW AND CERTIFY SAME AS TO COMPLIANCE WITH THE PLANS AND SPECIFICATIONS AND FOR DIMENSIONAL SUITABILITY FOR THE APPLICATIONS.15. WHEN ALTERNATE OR SUBSTITUTED EQUIPMENT IS USED, CONTRACTOR IS RESPONSIBLE FOR COORDINATING SPACE REQUIREMENTS, CONFIGURATIONS, CHANGES IN SUPPORTS OR STRUCTURAL MEMBERS, ELECTRICAL REQUIREMENTS, AND COORDINATION OF OTHER TRADES THAT MAY BE AFFECTED BY THEIR USE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE SAME WHEN USING LISTED APPROVED MANUFACTURERS OTHER THAN THE BASIS OF DESIGN.16. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND PERSONNEL REQUIRED FOR TESTING OF INSTALLED EQUIPMENT.17. THE CONTRACTOR SHALL DEMONSTRATE THE PROPER OPERATION AND CALIBRATION OF ALL SYSTEMS TO THE OWNER, AT A TIME AS AGREED TO BY THE OWNER AND DIRECTED BY THE OWNER.18. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH OPERATION AND MAINTENANCE MANUALS FOR ALL SYSTEMS WITHIN 15 DAYS OF THE COMPLETION OF THE PROJECT.19. THE CONTRACTOR SHALL INCLUDE THE COST FOR COMMISSIONING TO VERIFY THE PERFORMANCE OF THE SYSTEM CONTROLS SHOWN ON THIS DRAWING. THIS INCLUDES PREPARING A COMMISSIONING PLAN, VERIFYING THE OPERATION OF ALL SYSTEMS PER CODE REQUIREMENTS, AND PROVIDING A FINAL COMMISSIONING REPORT. SUBMIT TO ENGINEER FOR REVIEW. FINAL COMMISSIONING REPORT IS DUE WITHIN 90 DAYS OF COMPLETION OF THE PROJECT.20. CODES, REGULATIONS, AND STANDARDS:20.1. ALL WORK SHALL BE IN STRICT ACCORD WITH LOCAL GOVERNING LAWS, ORDINANCES, AND REGULATIONS; ALL WORK MUST BE IN FULL ACCORDANCE WITH ALL CODES, ORDINANCES, AND CODE RULINGS. CONTRACTOR SHALL PROVIDE, WITHOUT EXTRA CHARGE, THE LABOR AND MATERIALS REQUIRED FOR FULL CODE COMPLIANCE.20.2. ALL MATERIALS SHALL BE NEW AND SHALL COMPLY WITH THE SPECIFICATIONS ON DRAWINGS.20.3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LOCAL FEES, PERMITS, AND SERVICES OF INSPECTION AUTHORITIES REQUIRED BY THE WORK OF THE PROJECT. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY.
CEILING IDENTIFICATION MARKERS:1. PROVIDE IDENTIFICATION MARKERS AND CEILING ACCESS PANELS
INDICATING THE LOCATION OF BALANCING COCKS, VALVES, VOLUME DAMPERS, FIRE DAMPERS, AND OTHER MECHANICAL ITEMS THAT MAY REQUIRE SERVICE OR ADJUSTMENT.
2. FAMILIARIZE THE OWNER WITH THE LOCATION AND FUNCTION OF THE MARKERS.
PIPE IDENTIFICATION:1. IDENTIFY ALL PIPING IN EXPOSED LOCATION USING SETON PIPE
MARKERS, MARKING SERVICES INCORPORATED, OR EQUAL, MADE OF PERMANENT, DURABLE VINYL PLASTIC WITH PRESSURE SENSITIVE BACKING. BANDS SHALL IDENTIFY BOTH SERVICE AND DIRECTION OF FLOW.
GUARANTEE:1. THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS, AND EQUIPMENT PROVIDED FOR THE PROJECT AGAINST DEFECTS AND/OR FAULTY WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER.2. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE DEFECTIVE OR FAULTY WORKMANSHIP, MATERIALS, OR EQUIPMENT, AND SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF OTHER PROPERTY OR WORK DAMAGED AS A RESULT, WITHOUT CHARGE TO THE OWNER AND AS QUICKLY AS POSSIBLE, DURING THE GUARANTEE PERIOD.
TESTING AND BALANCING:
1. TESTS SHALL BE PERFORMED ON THE SYSTEMS SPECIFIED HEREIN. ANY ONE OR ALL OF THE SYSTEMS LISTED HEREIN MAY BE PROVIDED. TEST SHALL BE REPEATED UNTIL EACH SYSTEM IS PROVEN ACCEPTABLE. WHERE REQUIRED, PERFORM SUCH TESTS IN THE PRESENCE OF LOCAL OR STATE BUILDING INSPECTION OFFICIALS.
PLUMBING SYSTEM:1. SOIL, WASTE, AND VENT PIPING, ETC., SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES.2. DOMESTIC WATER PIPING SHALL BE TESTED AND PROVEN WATERTIGHT UNDER A HYDROSTATIC PRESSURE OF 125 PSIG.3. LP GAS PIPING SHALL BE TESTED WITH AN AIR PRESSURE OF NOT LESS THAN 25 PSIG. THE SYSTEM SHALL HOLD THIS PRESSURE FOR 24 HOURS WITHOUT PRESSURE DROP EXCEPT FOR PRESSURE CHANGE DUE TO TEMPERATURE DIFFERENTIAL.
REFRIGERATION SYSTEMS:1. REFRIGERATION PIPING SYSTEMS SHALL BE BLOWN OUT WITH DRY NITROGEN TO REMOVE ANY FREE WATER OR DIRT PRESENT IN SYSTEM. LINES SHALL BE CHARGED WITH DRY NITROGEN AND PROVEN TIGHT AT A MINIMUM OF 300 PSIG ON HIGH SIDE AND 150 PSIG ON LOW SIDE. THE SYSTEM SHALL HOLD THESE PRESSURES FOR 24 HOURS WITHOUT PRESSURE DROP EXCEPT FOR PRESSURE CHANGE DUE TO TEMPERA-TURE DIFFERENTIAL.2. EVACUATION AND DEHYDRATION OF SYSTEM SHALL BE ACCOMPLISHED BY A VACUUM PUMP OF ADEQUATE CAPACITY TO PLACE PIPING UNDER 5 MILLIMETERS OF MERCURY ABSOLUTE. WHEN THE SYSTEM HAS BEEN EVACUATED, FILL SYSTEM WITH DRY NITROGEN TO ATMOSPHERIC PRESSURE, RE-EVACUATE SYSTEM TO 5 MILLIMETERS OF MERCURY ABSOLUTE. ALLOW SYSTEM TO STAND UNDER VACUUM A MINIMUM OF 12 HOURS WITHOUT CHANGE IN VACUUM EXCEPT FOR CHANGE DUE TO TEMPERATURE. CHARGE SYSTEM WITH REFRIGERANT AFTER COMPLETION OF EVACUATION AND DEHYDRATION.
FURNISHED EQUIPMENT:1. AT A TIME, SET BY THE CONTRACTOR AND AGREED TO BY OWNER, ARRANGE TO PLACE EQUIPMENT IN OPERATION AND HAVE AVAILABLE AT THAT TIME, IF REQUIRED, REPRESENTATIVES OF THE MANUFACTURER OF EQUIPMENT TO ASSIST IN STARTING EQUIPMENT, TO MAKE NECESSARY ADJUSTMENTS TO EQUIPMENT, AND TO PROVE SATISFACTORY OPERATION PRIOR TO TURNING FACILITY OVER TO OWNER.2. ANY IRREGULARITIES, FAULTY EQUIPMENT, ETC., SHALL BE REPAIRED OR REPLACED AS REQUIRED PRIOR TO ACCEPTANCE.3. RUN OPERATING TEST FOR 3-8 HOUR PERIODS AND SUBMIT TEST DATA FOR APPROVAL.4. ALL EQUIPMENT SHALL BE FRESHLY OILED, FILTERS CHARGED WITH CLEAN MEDIA AND INSTALLATION COMPLETELY FINISHED PRIOR TO ACCEPTANCE.
BALANCING:1. PROPERLY BALANCE ALL SYSTEMS INCLUDING AIR FLOW TO AND
FROM ALL OPENINGS, PUMPED WATER SYSTEMS, ETC. MAKE ANY ADJUSTMENTS NECESSARY IN FAN SPEEDS, ETC., TO RESULT IN CONDITIONS INDICATED. DO NOT EXCEED MOTOR FULL LOAD AMPERAGE RATING.
PLUMBING GENERAL NOTES:
1. THE NEW PLUMBING SYSTEMS SHALL BE BY THE PLUMBING CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO: THE PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED OR LISTED.2. THE WATER DISTRIBUTION SYSTEMS WITH: WATER SERVICE ENTRANCE, BACKFLOW PREVENTION, PRESSURE REGULATION, PIPING, VALVES, INSULATION, WATER HEATING EQUIPMENT, PUMPS, CONTROL SYSTEMS, ETC.3. THE WASTE AND VENT SYSTEMS WITH: PIPING, TRAPS, INTERCEPTORS, CLEANOUTS, VALVES, INSULATION, ETC.4. THE GAS DISTRIBUTION SYSTEMS WITH: GAS METER SERVICE ENTRANCE, PRESSURE REGULATION, PIPING, VALVES, EQUIPMENT CONNECTIONS, CONTROL SYSTEMS, ETC.5. THE ROOF DRAINAGE SYSTEMS WITH: ROOF DRAINS, PIPING, INSULATION, ACCESSORIES, ETC. FOR MAIN ROOF DRAINAGE AND OVERFLOW ROOF DRAINAGE SYSTEMS.6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH THE LOCAL PLUMBING CODES AND/OR ORDINANCES, INCLUDING, BUT NOT LIMITED TO PIPE SIZE.7. CONTRACTOR SHALL MAINTAIN FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY LEAKS IN PIPING SYSTEMS WHICH HE HAS BUILT OR MODIFIED IN ANY WAY. ALL DAMAGE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER.7.1. LOCATION: CASPER, WYOMING, NATRONA COUNTY.7.2. SITE ELEVATION: 5,500 FEET.8. PROJECT DESIGN CONDITIONS ARE:8.1. DOMESTIC WATER PROVIDED BY: TOWN OF CASPER, WYOMING WATER DEPARTMENT.
8.1.1. DESIGN CONDITIONS PER CITY WATER DEPARTMENT ARE:8.1.1.1. MINIMUM DESIGN WATER PRESSURE: 50 PSI.8.1.1.2. MAXIMUM DESIGN WATER PRESSURE: 75 PSI.
9. INSTALL ALL PIPING TRUE AND PLUMB, PARALLEL OR PERPENDICULAR TO BUILDING CONSTRUCTION. USE ONLY NEW MATERIALS, CLEAN AND FREE OF RUST.10. PROVIDE DIELECTRIC UNIONS AT ALL PIPING CONNECTIONS OF DISSIMILAR METALS.
DOMESTIC WATER:1. DOMESTIC WATER PIPING ABOVE GRADE; TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER SWEAT FITTINGS. USE ONLY CANFIELD 100% WATERSAFE SOLDER (95% TIN, 4% COPPER, 1% SILVER) OR APPROVED EQUAL. DO NOT USE LEAD OR ANTIMONY SOLDERS.2. DOMESTIC WATER PIPING BELOW GRADE - TYPE "K" SOFT DRAWN COPPER WITH WROUGHT COPPER BRAZED FITTINGS. USE ONLY CANFIELD BRAZESAFE 56 BRAZING ALLOY OR APPROVED EQUAL. DO NOT USE LEAD OR ANTIMONY BRAZING ALLOYS. INSTALL WITHOUT JOINTS WHERE POSSIBLE. IF JOINTS ARE REQUIRED, LOCATE THEM ON THE RECORD DRAWINGS WITH DIMENSIONS TO WALLS OR OTHER REFERENCE POINTS.
3. INSULATE DOMESTIC HOT WATER PIPING AND HOT WATER RECIRCULATION PIPING ABOVE GRADE WITH 1" THICK SNAP-ON TYPE FIBERGLASS PIPE INSULATION WITH SELF SEALING ALL-SERVICE JACKET,
FLAME RETARDANT. INSULATE DOMESTIC COLD WATER PIPING ABOVE GRADE WITH 1/2" THICK SNAP- ON TYPE FIBERGLASS PIPE INSULATION WITH SELF SEALING ALL-SERVICE JACKET, FLAME RETARDANT. ALL WATER VALVES AND FITTINGS SHALL BE INSULATED WITH MOLDED OR MITERED FIBERGLASS (SAME THICKNESS AS ASSOCIATED PIPING), FINISHED WITH A BRUSH COAT OF B.F. 30-35, 6 OZ. CANVAS AND A SECOND COAT OF SEALANT. NO STAPLES SHALL BE USED ON WATER PIPE INSULATION.
SOIL WASTE & VENT:1. INTERIOR SOIL, WASTE, AND VENT PIPING ABOVE GRADE - SERVICE WEIGHT IRON SOIL PIPE AND NO-HUB FITTINGS, (PVC SCHEDULE-40 SOLID CORE PLASTIC PIPE AND FITTINGS MAY BE USED WHERE ALLOWED BY THE BUILDING DEPARTMENT AND NOT LOCATED IN NEW OR EXISTING RETURN AIR PLENUM.)2. INTERIOR SOIL, WASTE, AND VENT PIPING BELOW GRADE - SERVICE WEIGHT CAST IRON HUB AND SPIGOT SOIL PIPE AND FITTINGS WITH NEOPRENE GASKETS. (PVC SCHEDULE-40 SOLID CORE PLASTIC PIPE AND FITTINGS MAY BE USED WHERE ALLOWED BY THE BUILDING DEPARTMENT.)3. SLOPE ALL SANITARY WASTE LINES DOWN TOWARDS DRAIN. MINIMUM SLOPE EQUALS 1/4" PER LINEAR FOOT FOR PIPING 2-1/2" DIAMETER AND SMALLER; 1/8" PER LINEAR FOOT FOR ALL PIPING 3" DIAMETER AND LARGER. SLOPE ALL SANITARY VENT LINES TOWARD TRAP SERVED AT MINIMUM 1/10" PER LINEAR FOOT.4. ALL REQUIRED SAWCUTTING, EXCAVATING, AND BACKFILLING SHALL BE PERFORMED BY PLUMBING CONTRACTOR FOR INSTALLATION OF NEW PLUMBING PIPING. CONCRETE FLOOR PATCHING SHALL BE PERFORMED BY G.C.5. ALL CORE DRILLING THROUGH CONCRETE FLOORS, WALLS, OR ROOF SHALL BE PROCEED BY X-RAYING. THIS WORK IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN COMPLIANCE WITH BUILDING STANDARD REGULATIONS.
GAS PIPING:1. GAS PIPING 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 STEEL PIPE WITH MALLEABLE IRON FITTINGS. ALL GAS PIPE OVER 2" IN SIZE SHALL BE WELDED.2. CONTRACTOR SHALL VERIFY GAS PRESSURE DELIVERED BY METER AT EXITING BUILDING (IF APPLICABLE). PROVIDE GAS PRESSURE REGULATOR AT GAS PIPING SUPPLY TO EACH PIECE OF CONNECTED EQUIPMENT IF GAS PRESSURE AT METER OUTLET EXCEEDS 7" W.C.3. TEST THREADED NATURAL GAS PIPING AT 20 PSIG FOR A TEST PERIOD OF 2 HOURS. TEST PRESSURE SHALL NOT FALL OVER 5% DURING TEST PERIOD TO PASS. IF PIPING FAILS TEST, INVESTIGATE AND REPAIR THE SOURCE OF LEAKAGE AND REPEAT TEST.4. ALL NEW EXTERIOR GAS PIPING SHALL BE PAINTED WITH AN ENAMEL CORROSION-RESISTANT PAINT BY THE M.C. FOLLOWING PRESSURE TESTING OF GAS PIPING. COLOR TO MATCH BUILDING EXTERIOR.5. ALL NATURAL GAS PIPING SHALL BE BUILT AND SUPPORTED IN COMPLIANCE WITH THE LATEST EDITION OF NFPA PAMPHLET 54.
ROOF DRAINS:1. INTERIOR ROOF DRAINAGE PIPING ABOVE GRADE - SERVICE WEIGHT IRON SOIL PIPE AND NO-HUB FITTINGS, (PVC SCHEDULE-40 SOLID CORE PLASTIC PIPE AND FITTINGS MAY BE USED WHERE ALLOWED BY THE BUILDING DEPARTMENT.)2. INTERIOR ROOF DRAINAGE PIPING BELOW GRADE - SERVICE WEIGHT CAST IRON HUB AND SPIGOT SOIL PIPE AND FITTINGS WITH NEOPRENE GASKETS. (PVC SCHEDULE-40 SOLID CORE PLASTIC PIPE AND FITTINGS MAY BE USED WHERE ALLOWED BY THE BUILDING DEPARTMENT.)3. INSULATE ALL NEW PIPING, DRAINS AND FITTINGS FOR ROOF DRAINAGE, INCLUDING OVERFLOW PIPING SYSTEMS, WITH 1/2". 75 DEGREE MEAN TEMPERATURE FOR ALL HORIZONTAL PIPING AND VERTICAL PIPING WITHIN 24 INCHES VERTICALLY OF THE ROOF DRAIN, OR AS OTHERWISE INDICATED.4. ALL PIPE INSULATION MATERIALS SHALL CONFORM TO ASTM 84, NFPA 50A AND 255 AND UL 723 NOT TO EXCEED RATING OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ALL INSTALLED INSULATION SHALL MEET OR EXCEED ASHRAE STANDARD 90.1.5. INSULATION EXPOSED OUTSIDE SHALL BE COVERED WITH AN ALUMINUM JACKET OR OTHER ENGINEER APPROVED COVER.
PLUMBING FIXTURES:
1. EXPOSED WASTE AND SUPPLY PIPES AT THE FIXTURES SHALL BE CHROMIUM PLATED BRASS PIPE, IRON PIPE SIZE. FITTINGS FOR BRASS PIPE SHALL BE CAST BRASS, CHROMIUM PLATED.2. INSTALL CHROMIUM PLATED WALL OR FLOOR PLATES (ESCUTCHEONS) WITH SET-SCREW WHERE PIPING PASSES THROUGH WALLS OR FLOORS.3. WHERE REFERENCE IS MADE TO CHROMIUM PLATED BRASS, SAME SHALL MEAN POLISHED BRASS FIRST NICKEL PLATED AND FINISHED WITH CHROMIUM PLATING.4. MOUNT LAVATORY AT REQUIRED ELEVATION FOR HANDICAP USAGE WHERE REQUIRED. INSULATE ALL EXPOSED PIPING PER CODE REQUIREMENTS.4.1. ALL LAVATORIES SHALL BE FURNISHED WITH 3/8" I.P.S. FLEXIBLE TUBE SUPPLY PIPES, LOOSE KEY STOPS AND ESCUTCHEONS EQUAL TO DEARBORN #2712-KCW, AND 1-1/4", 17 GAUGE CHROME PLATED BRASS TAILPIECE, ‘P’ TRAP, AND TUBING WASTE TO WALL WITH ESCUTCHEON EQUAL TO DEARBORN #701A, UNLESS OTHERWISE SPECIFIED.4.2. ALL HANDICAP LAVATORIES' SUPPLY PIPE AND DRAIN PIPE WILL BE FITTED WITH REMOVABLE SAFETY COVERS THAT COMPLY WITH HANDICAP CODE REQUIREMENTS, SUCH AS HANDI LAV-GUARD (BY TRUEBRO, ELLINGTON, CT 06029 (203) 875-2868), OR APPROVED EQUAL.4.3. ALL SINKS SHALL BE FURNISHED WITH 3/8" I.P.S. FLEXIBLE TUBE SUPPLY PIPES, LOOSE KEY STOPS AND ESCUTCHEONS EQUAL TO DEARBORN #27120KCW FOR STANDARD FAUCET OR DEARBORN #2407-KCW FOR SINGLE HANDLE FAUCETS, 1-1/2", 17 GAUGE CHROME PLATED BRASS TAILPIECE, `P' TRAP, AND TUBING WASTE TO WALL WITH ESCUTCHEON EQUAL TO DEARBORN #704A, UNLESS OTHERWISE SPECIFIED.4.4. ALL SUPPLIES AND STOPS FOR TANK TYPE WATER CLOSETS WILL BE POLISHED CHROME-PLATED, LOOSE-KEYED ANGLE STOP HAVING 1/2" INLET AND 3/8" O.D. X 12" LONG FLEXIBLE TUBING OUTLET WITH COLLAR, AND WALL FLANGE AND ESCUTCHEON.4.5. ALL FIXTURES FITTED TO THE WALLS OR FLOOR SHALL BE GROUND AND TRUE AND BE SEALED WITH A NON-HARDENING WHITE SILICON CAULK BEAD.5. WEATHERPROOF ALL PLUMBING ROOF PENETRATIONS PER CODES AND ROOFING MANUFACTURER RECOMMENDATIONS. PLUMBING VENT PENETRATIONS SHALL BE CAST IRON AND ONE SIZE LARGER THAN REQUIRED VENT SIZE.6. PROVIDE LINE SIZE SHUT-OFF VALVE, MALLEABLE UNION, AND 6" DIRT LEG ON ALL GAS EQUIPMENT.7. WATER HAMMER ARRESTERS SHALL BE PROVIDED AND INSTALLED ON WATER PIPING WITH QUICK CLOSING VALVES TO PREVENT PIPING SHOCK OR HAMMER.8. ALL MATERIAL AND EQUIPMENT PROVIDED AND INSTALLED UNDER THIS SECTION SHALL BE NEW AND IN CLEAN AND BRIGHT CONDITION. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO ENSURE AND MAINTAIN THE QUALITY OF THE INSTALLATION. ALL PIPING SHALL BE FLUSHED WITH CLEAN WATER PRIOR TO BEING PLACED INTO SERVICE TO ENSURE THAT ALL RESIDUAL CUTTING OIL, SLAG, THREAD TAPE, FLUX OR DIRT HAS BEEN PURGED. IN ADDITION TO FLUSHING, THE DOMESTIC WATER PIPING SHALL BE STERILIZED TO ELIMINATE ALL CONTAMINATION IN ACCORDANCE WITH IPC RECOMMENDATIONS.9. PROVIDE FREEZE PROTECTION FOR PIPING WITHIN UNHEATED SPACES.10. ALL PIPING, EQUIPMENT, ETC. SHALL BE IDENTIFIED.
11. ALL SAFETY RELIEF VALVES SHALL BE VENTED TO ATMOSPHERE OR PIPED TO FLOOR, NEAREST FLOOR SINK, OR OTHER APPROVED RECEPTOR. REDUCED PRESSURE BACKFLOW PREVENTORS SHALL BE PROVIDED WITH ATTACHED FUNNEL PIPED TO THE NEAREST FLOOR SINK, RECEPTOR, OR OUTSIDE.12. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON ALL WATER SERVICES WHERE THE WATER PRESSURE EXCEEDS 80 PSI.13. BACKFLOW PREVENTORS SHALL BE INSTALLED AND CERTIFIED BY PLUMBING CONTRACTOR PER THE LOCAL WATER UTILITY COMPANY REQUIREMENTS.14. ALL PIPING TO BE HUNG ON ADJUSTABLE SPLIT RING HANGERS OF SIMILAR MATERIAL AS THE PIPE UNLESS OTHERWISE NOTED. PIPING RACKED ON WALLS SHALL BE RACKED ON UNI-STRUT TYPE SUPPORTS. PIPE HANGER SPACING PER THE PLUMBING CODE REQUIREMENTS.15. PROVIDE ALL CURBS, SUPPORTS, AND ANCHORS FOR MECHANICAL WORK. NO CHAIN, TAPE OR WIRE MAY BE USED FOR HANGING OR SUPPORTING.16. RECEIVE, UNCRATE, ASSEMBLE, ENSURE, AND INSTALL ALL EQUIPMENT FURNISHED BY THIS CONTRACT (AND FURNISHED BY THE OWNER) IN CONFORMANCE TO MANUFACTURER'S STANDARD INSTALLATION INSTRUCTIONS.17. THIS CONTRACTOR SHALL COORDINATE ALL PIPING PRIOR TO INSTALLATION.18. PROVIDE SLEEVES AND COLLARS FOR ALL PIPES THROUGH WALL, FLOORS, AND CEILINGS. SEAL ALL EXTERNAL PENETRATIONS OF FIRE RATED WALL, FLOORS, AND CEILINGS WITH APPROVED FIRE STOP MATERIAL IN COMPLIANCE WITH ASTM E814 AND UL 1479.19. A MINIMUM CLEARANCE OF 30 INCHES SHALL BE PROVIDED AROUND ANY EQUIPMENT (I.E., FANS, PUMPS, BOILERS, AIR CONDITIONERS, ETC.) FOR SERVICE AND MAINTENANCE.20. ROOF MOUNTED EQUIPMENT LOCATED WITHIN 10 FEET OF THE EDGE OF THE ROOF SHALL BE PROVIDED WITH SAFETY RAILINGS AS REQUIRED PER CODES OR AS DETAILED ON THE ARCHITECTURAL DRAWINGS.21. TEST ALL PIPING SYSTEMS IN WHICH ANY ALTERATIONS HAVE BEEN MADE FOR COMPLIANCE WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING AND FUEL/GAS CODE. DOMESTIC HOT AND COLD WATER PIPING SHALL BE SUBJECT TO 100 PSIG FOR A MINIMUM OF 24 HOURS, DOMESTIC WASTE AND VENT PIPING SHALL BE TESTED AT 10' STATIC HEAD FOR A PERIOD GREATER THAN 15 MINUTES. IF THE REQUIRED PRESSURE DROPS BY MORE THAN 5% DURING ITS TEST DURATION, INVESTIGATE THE SOURCE OF THE LEAK, REPAIR THE LEAK, AND RETEST THE SYSTEM FOR THE REQUIRED TEST PERIOD. INSPECT ALL W & V JOINTS WHILE UNDER PRESSURE AND REPAIR ALL LEAKS.
PLUMBING EQUIPMENT:
GAS FIRED WATER HEATER: 1. PROVIDE A WATER HEATER WITH CAPACITIES AND
CHARACTERISTICS AS SCHEDULED ON THE PLANS AND PROVIDED WITH A 3-YEAR WARRANTY. PROVIDE WATER HEATERS WITH PERFORMANCE EFFICIENCIES NOT LESS THAN PRESCRIBED IN ASHRAE 90.1, "ENERGY CONSERVATION IN NEW BUILDING DESIGN."
2. HEATER SHALL BE COMPLETE WITH ASME 160 PSI WP, GLASS LINED TANK, 20 GAUGE STEEL JACKET WITH BAKED ENAMEL FINISH OVER 2" MINIMUM INSULATION, T/P RATED RELIEF VALVE, AND HAND HOLE CLEANOUT.
3. HEATER SHALL HAVE REMOVABLE COMBUSTION CHAMBER ASSEMBLY WITH BUNSEN TYPE BURNER, ADJUSTABLE AIR SHUTTER AND GAS ORIFICE. AUTOMATIC CONTROLS SHALL CONSIST OF MANUALLY ADJUSTABLE THERMOSTAT FOR OPENING AND CLOSING MAIN GAS SUPPLY WITH POSITIVE SNAP ACTION. HEATER SHALL HAVE AN AUTOMATIC FLUE DAMPER AND INTERMITTENT ELECTRONIC IGNITION. FLUE DAMPER SHALL HAVE A SAFETY CONTROL TO PROHIBIT PILOT AND BURNER IGNITION UNLESS THE DAMPER IS OPEN.
4. INSTALL HEATER WITH APPROVED DRAFT DIVERTER, TEMPERATURE/PRESSURE RELIEF VALVE, MERCURY INDUSTRIAL TYPE THERMOMETER, OTHER APPURTENANCES AND CONNECTIONS AS RECOMMENDED BY HEATER MANUFACTURER.
5. UNITS SHALL BE AS MANUFACTURED BY RHEEM, A. O. SMITH, STATE, OR APPROVED EQUAL.
CIRCULATING HOT WATER PUMPS:1. PROVIDE IN-LINE MOUNTED CIRCULATING PUMPS WHERE INDICATED. PUMPS SHALL HAVE CHARACTERISTICS AS SCHEDULED AND SHALL BE AS SPECIFIED HEREIN. PUMPS SHALL BE BELL AND GOSSETT, TACO, PACO, OR APPROVED EQUAL, HAVING CERAMIC SEALS DESIGNED FOR HOT WATER SERVICE TO 220 DEGREES F., CARBON STEEL SHAFTS, ALL BRONZE CONSTRUCTION, BRASS IMPELLER, CASINGS DESIGNED FOR 125 PSIG WORKING PRESSURE AND FLEXIBLE COUPLINGS.2. PROVIDE ONE (1) EXTRA SET OF CERAMIC SEALS FOR EACH PUMP.STARTERS AND WIRING WILL BE PROVIDED UNDER DIVISION 26, ELECTRICAL.
HVAC GENERAL NOTES:
1. THE NEW MECHANICAL SYSTEMS SHALL BE BY THE MECHANICAL CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO:1.1. THE AIR DISTRIBUTION SYSTEMS WITH: AIR HANDLING EQUIPMENT, DUCTWORK, FLEXIBLE DUCT, DIFFUSERS, GRILLES, DAMPERS, CONTROL SYSTEMS, ETC.2. CONTRACTOR SHALL SECURE THE SERVICES OF AN INDEPENDENT TEST, ADJUST, AND BALANCE CONTRACTOR WHO IS A MEMBER OF THE NEBB OR EQUIVALENT. FOLLOWING ALL TAB WORK, SUBMIT TEST RESULTS IN A BOUND MANUAL, STAMPED AND SIGNED BY A CERTIFIED BALANCING SUPERVISOR OR REGISTERED PE ON STAFF WITH TAB CONTRACTOR. REQUIRED FINAL AIR AND HYDRONIC BALANCE TOLERANCE SHALL BE +10% TO -5% OF QUANTITIES SHOWN ON THESE PLANS.3. PROJECT DESIGN CONDITIONS ARE:3.1. LOCATION: CASPER, WYOMING, NATRONA COUNTY.3.2. SITE ELEVATION: 5,500 FEET.4. HVAC DESIGN CONDITIONS PER TRAIN 700 LOAD PROGRAM WHICH MEETS OR EXCEEDS ASHRAE 99% HEATING, 1% COOLING ARE:4.1. HEATING OUTDOOR DB: -20.0 DEGREES FAHRENHEIT.4.2. COOLING OUTDOOR DB/MCWB: 95/5 DEGREES FAHRENHEIT.4.3. INDOOR DESIGN TEMPERATURES AS STATED IN THE TEMPERATURE CONTROLS INFORMATION.5. IDENTIFY ALL HVAC AND REFRIGERATION EQUIPMENT AS TO THE AREA SERVED BY THE EQUIPMENT. IDENTIFICATION SHALL BE ENGRAVED PLASTIC TAGS PERMANENTLY AFFIXED TO EACH PIECE OF EQUIPMENT.6. PROVIDE UL RATED FIRE OR FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS OR SCHEDULES. INSTALL PER BUILDING DEPARTMENT, UL, AND SMACNA REQUIREMENTS. INCLUDE LABELED ACCESS FOR DUCT AND CEILING/WALL STRUCTURES. ACCESS DOORS TO BE UL RATED IN ALL FIRE RATED ARCHITECTURAL ASSEMBLIES.7. PROVIDE ALL CURBS, SUPPORTS, AND ANCHORS FOR MECHANICAL WORK. NO CHAIN, TAPE OR WIRE MAY BE USED FOR HANGING OR SUPPORTING.8. RECEIVE, UNCRATE, ASSEMBLE, AND INSTALL ALL EQUIPMENT FURNISHED BY THIS CONTRACT AND FURNISHED BY THE OWNER IN CONFORMANCE TO MANUFACTURER'S RECOMMENDATIONS.9. DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. OVERALL OUTSIDE DUCT DIMENSIONS SHALL BE ADJUSTED TO ALLOW FOR LINER THICKNESS.10. ALL SHEET METAL TO BE MADE AND INSTALLED TO SMACNA STANDARDS (AND IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE) WITH 45 DEGREE MAXIMUM REDUCING, 30 DEGREE MAXIMUM EXPANDING TRANSITIONS. ALL EXPOSED RECTANGULAR TO BE PAINT LOCK GALVANIZED. SINGLE BLADE TURNING VANES AND 1.5 CENTERLINE RADIUS FOR ALL ELBOWS AND TEES. HVAC SUPPLY AND RETURN RECTANGULAR DUCTS TO HAVE 1" THICK 2 LB/CF DENSITY ACOUSTIC DUCT LINER MINIMUM R-5 CLASS I, VL-181.11. OUTSIDE AIR DUCTS TO HAVE R-8 1-1/2" THICK AND 1-1/2 LB/CF DENSITY UL 181 CLASS ONE FIBERGLASS DUCT WRAP.
12. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON ALL WATER SERVICES WHERE THE WATER PRESSURE EXCEEDS 80 PSI.13. BACKFLOW PREVENTORS SHALL BE INSTALLED AND CERTIFIED BY PLUMBING CONTRACTOR PER THE LOCAL WATER UTILITY COMPANY REQUIREMENTS.14. ALL PIPING TO BE HUNG ON ADJUSTABLE SPLIT RING HANGERS OF SIMILAR MATERIAL AS THE PIPE UNLESS OTHERWISE NOTED. PIPING RACKED ON WALLS SHALL BE RACKED ON UNI-STRUT TYPE SUPPORTS. PIPE HANGER SPACING PER THE PLUMBING CODE REQUIREMENTS.15. PROVIDE ALL CURBS, SUPPORTS, AND ANCHORS FOR MECHANICAL WORK. NO CHAIN, TAPE OR WIRE MAY BE USED FOR HANGING OR SUPPORTING.16. RECEIVE, UNCRATE, ASSEMBLE, ENSURE, AND INSTALL ALL EQUIPMENT FURNISHED BY THIS CONTRACT (AND FURNISHED BY THE OWNER) IN CONFORMANCE TO MANUFACTURER'S STANDARD INSTALLATION INSTRUCTIONS.17. THIS CONTRACTOR SHALL COORDINATE ALL PIPING PRIOR TO INSTALLATION.18. PROVIDE SLEEVES AND COLLARS FOR ALL PIPES THROUGH WALL, FLOORS, AND CEILINGS. SEAL ALL EXTERNAL PENETRATIONS OF FIRE RATED WALL, FLOORS, AND CEILINGS WITH APPROVED FIRE STOP MATERIAL IN COMPLIANCE WITH ASTM E814 AND UL 1479.19. A MINIMUM CLEARANCE OF 30 INCHES SHALL BE PROVIDED AROUND ANY EQUIPMENT (I.E., FANS, PUMPS, BOILERS, AIR CONDITIONERS, ETC.) FOR SERVICE AND MAINTENANCE.20. ROOF MOUNTED EQUIPMENT LOCATED WITHIN 10 FEET OF THE EDGE OF THE ROOF SHALL BE PROVIDED WITH SAFETY RAILINGS AS REQUIRED PER CODES OR AS DETAILED ON THE ARCHITECTURAL DRAWINGS.21. TEST ALL PIPING SYSTEMS IN WHICH ANY ALTERATIONS HAVE BEEN MADE FOR COMPLIANCE WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING AND FUEL/GAS CODE. DOMESTIC HOT AND COLD WATER PIPING SHALL BE SUBJECT TO 100 PSIG FOR A MINIMUM OF 24 HOURS, DOMESTIC WASTE AND VENT PIPING SHALL BE TESTED AT 10' STATIC HEAD FOR A PERIOD GREATER THAN 15 MINUTES. IF THE REQUIRED PRESSURE DROPS BY MORE THAN 5% DURING ITS TEST DURATION, INVESTIGATE THE SOURCE OF THE LEAK, REPAIR THE LEAK, AND RETEST THE SYSTEM FOR THE REQUIRED TEST PERIOD. INSPECT ALL W & V JOINTS WHILE UNDER PRESSURE AND REPAIR ALL LEAKS.
PLUMBING EQUIPMENT:
GAS FIRED WATER HEATER: 1. PROVIDE A WATER HEATER WITH CAPACITIES AND
CHARACTERISTICS AS SCHEDULED ON THE PLANS AND PROVIDED WITH A 3-YEAR WARRANTY. PROVIDE WATER HEATERS WITH PERFORMANCE EFFICIENCIES NOT LESS THAN PRESCRIBED IN ASHRAE 90.1, "ENERGY CONSERVATION IN NEW BUILDING DESIGN."
2. HEATER SHALL BE COMPLETE WITH ASME 160 PSI WP, GLASS LINED TANK, 20 GAUGE STEEL JACKET WITH BAKED ENAMEL FINISH OVER 2" MINIMUM INSULATION, T/P RATED RELIEF VALVE, AND HAND HOLE CLEANOUT.
3. HEATER SHALL HAVE REMOVABLE COMBUSTION CHAMBER ASSEMBLY WITH BUNSEN TYPE BURNER, ADJUSTABLE AIR SHUTTER AND GAS ORIFICE. AUTOMATIC CONTROLS SHALL CONSIST OF MANUALLY ADJUSTABLE THERMOSTAT FOR OPENING AND CLOSING MAIN GAS SUPPLY WITH POSITIVE SNAP ACTION. HEATER SHALL HAVE AN AUTOMATIC FLUE DAMPER AND INTERMITTENT ELECTRONIC IGNITION. FLUE DAMPER SHALL HAVE A SAFETY CONTROL TO PROHIBIT PILOT AND BURNER IGNITION UNLESS THE DAMPER IS OPEN.
4. INSTALL HEATER WITH APPROVED DRAFT DIVERTER, TEMPERATURE/PRESSURE RELIEF VALVE, MERCURY INDUSTRIAL TYPE THERMOMETER, OTHER APPURTENANCES AND CONNECTIONS AS RECOMMENDED BY HEATER MANUFACTURER.
5. UNITS SHALL BE AS MANUFACTURED BY RHEEM, A. O. SMITH, STATE, OR APPROVED EQUAL.
CIRCULATING HOT WATER PUMPS:1. PROVIDE IN-LINE MOUNTED CIRCULATING PUMPS WHERE INDICATED. PUMPS SHALL HAVE CHARACTERISTICS AS SCHEDULED AND SHALL BE AS SPECIFIED HEREIN. PUMPS SHALL BE BELL AND GOSSETT, TACO, PACO, OR APPROVED EQUAL, HAVING CERAMIC SEALS DESIGNED FOR HOT WATER SERVICE TO 220 DEGREES F., CARBON STEEL SHAFTS, ALL BRONZE CONSTRUCTION, BRASS IMPELLER, CASINGS DESIGNED FOR 125 PSIG WORKING PRESSURE AND FLEXIBLE COUPLINGS.2. PROVIDE ONE (1) EXTRA SET OF CERAMIC SEALS FOR EACH PUMP.STARTERS AND WIRING WILL BE PROVIDED UNDER DIVISION 26, ELECTRICAL.
HVAC GENERAL NOTES:
1. THE NEW MECHANICAL SYSTEMS SHALL BE BY THE MECHANICAL CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO:1.1. THE AIR DISTRIBUTION SYSTEMS WITH: AIR HANDLING EQUIPMENT, DUCTWORK, FLEXIBLE DUCT, DIFFUSERS, GRILLES, DAMPERS, CONTROL SYSTEMS, ETC.2. CONTRACTOR SHALL SECURE THE SERVICES OF AN INDEPENDENT TEST, ADJUST, AND BALANCE CONTRACTOR WHO IS A MEMBER OF THE NEBB OR EQUIVALENT. FOLLOWING ALL TAB WORK, SUBMIT TEST RESULTS IN A BOUND MANUAL, STAMPED AND SIGNED BY A CERTIFIED BALANCING SUPERVISOR OR REGISTERED PE ON STAFF WITH TAB CONTRACTOR. REQUIRED FINAL AIR AND HYDRONIC BALANCE TOLERANCE SHALL BE +10% TO -5% OF QUANTITIES SHOWN ON THESE PLANS.3. PROJECT DESIGN CONDITIONS ARE:3.1. LOCATION: CASPER, WYOMING, NATRONA COUNTY.3.2. SITE ELEVATION: 5,500 FEET.4. HVAC DESIGN CONDITIONS PER TRAIN 700 LOAD PROGRAM WHICH MEETS OR EXCEEDS ASHRAE 99% HEATING, 1% COOLING ARE:4.1. HEATING OUTDOOR DB: -20.0 DEGREES FAHRENHEIT.4.2. COOLING OUTDOOR DB/MCWB: 95/5 DEGREES FAHRENHEIT.4.3. INDOOR DESIGN TEMPERATURES AS STATED IN THE TEMPERATURE CONTROLS INFORMATION.5. IDENTIFY ALL HVAC AND REFRIGERATION EQUIPMENT AS TO THE AREA SERVED BY THE EQUIPMENT. IDENTIFICATION SHALL BE ENGRAVED PLASTIC TAGS PERMANENTLY AFFIXED TO EACH PIECE OF EQUIPMENT.6. PROVIDE UL RATED FIRE OR FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS OR SCHEDULES. INSTALL PER BUILDING DEPARTMENT, UL, AND SMACNA REQUIREMENTS. INCLUDE LABELED ACCESS FOR DUCT AND CEILING/WALL STRUCTURES. ACCESS DOORS TO BE UL RATED IN ALL FIRE RATED ARCHITECTURAL ASSEMBLIES.7. PROVIDE ALL CURBS, SUPPORTS, AND ANCHORS FOR MECHANICAL WORK. NO CHAIN, TAPE OR WIRE MAY BE USED FOR HANGING OR SUPPORTING.8. RECEIVE, UNCRATE, ASSEMBLE, AND INSTALL ALL EQUIPMENT FURNISHED BY THIS CONTRACT AND FURNISHED BY THE OWNER IN CONFORMANCE TO MANUFACTURER'S RECOMMENDATIONS.9. DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. OVERALL OUTSIDE DUCT DIMENSIONS SHALL BE ADJUSTED TO ALLOW FOR LINER THICKNESS.10. ALL SHEET METAL TO BE MADE AND INSTALLED TO SMACNA STANDARDS (AND IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE) WITH 45 DEGREE MAXIMUM REDUCING, 30 DEGREE MAXIMUM EXPANDING TRANSITIONS. ALL EXPOSED RECTANGULAR TO BE PAINT LOCK GALVANIZED. SINGLE BLADE TURNING VANES AND 1.5 CENTERLINE RADIUS FOR ALL ELBOWS AND TEES. HVAC SUPPLY AND RETURN RECTANGULAR DUCTS TO HAVE 1" THICK 2 LB/CF DENSITY ACOUSTIC DUCT LINER MINIMUM R-5 CLASS I, VL-181.11. OUTSIDE AIR DUCTS TO HAVE R-8 1-1/2" THICK AND 1-1/2 LB/CF DENSITY UL 181 CLASS ONE FIBERGLASS DUCT WRAP.12. DUCT LINER SHALL BE ATTACHED WITH STIC-CLIPS 15"OC EACH WAY AND 100% COVERAGE OF FLAME PROOF ADHESIVE. INCREASE DUCT TO ALLOW FOR LINER. SEAL ALL DUCT AIRTIGHT WITH TWO COATS OF DUCT SEALANT. DUCT SEALANT TO BE CLEAR PAINTABLE SILICON CAULK ON ALL EXPOSED DUCTWORK.13. CAULK ALL DUCT JOINTS AND SEAMS AIR AND WATER TIGHT WITH PERMANENT COMMERCIAL CAULK PER MANUFACTURER'S RECOMMENDATIONS.
PROJECT #:
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14.2. RTU UNIT SHALL INCLUDE A CLOGGED FILTER SWITCH.
15. RTU OUTSIDE AIR/ECONOMIZER15.1. RTU UNIT SHALL INCLUDE 0-100% ECONOMIZER CONSISTING OF A MOTOR OPERATED OUTSIDE AIR DAMPER AND RETURN AIR DAMPER ASSEMBLY CONSTRUCTED OF EXTRUDED ALUMINUM, HOLLOW CORE, AIRFOIL BLADES WITH RUBBER EDGE SEALS AND ALUMINUM END SEALS.DAMPER BLADES SHALL BE GEAR DRIVEN AND DESIGNED TO HAVE NO MORE THAN 20 CFM OF LEAKAGE PER SQ FT. AT 4 IN. W.G. AIR PRESSURE DIFFERENTIAL ACROSS THE DAMPER.LOW LEAKAGE DAMPERS SHALL BE CLASS 2 AMCA CERTIFIED, IN ACCORDANCE WITH AMCA STANDARD 511. DAMPER ASSEMBLY SHALL BE CONTROLLED BY SPRING RETURNDDCACTUATOR. UNIT SHALL INCLUDE OUTSIDE AIR OPENING BIRD SCREEN, OUTSIDE AIR HOOD, AND BAROMETRIC RELIEF DAMPERS.
16. CONTROLS16.1. RTU ACCESSORIES16.2. RTU UNIT SHALL BE PROVIDED WITH A SMOKE DETECTOR SENSING THE RETURN AIR OF THE UNIT, WIRED TO SHUT OFF THE UNIT’S CONTROL CIRCUIT.
17. CURBS17.1. CURBS SHALL TO BE FULLY GASKETED BETWEEN THE CURB TOP AND UNIT BOTTOM WITH THE CURB PROVIDING FULL PERIMETER SUPPORT, CROSS STRUCTURE SUPPORT AND AIR SEAL FOR THE UNIT.CURB GASKET SHALL BE FURNISHED WITHIN THE CONTROL COMPARTMENT OF THE ROOFTOP UNIT TO BE MOUNTED ON THE CURB IMMEDIATELY BEFORE MOUNTING OF THE ROOFTOP UNIT.17.2. KNOCKDOWN CURB (WITH DUCT SUPPORT RAILS) SHALL BE FACTORY FURNISHED FOR FIELD ASSEMBLY.17.3. SOLID BOTTOM CURB SHALL BE FACTORY ASSEMBLED AND FULLY LINED WITH CURB RATED 1 INCH FIBERGLASS INSULATION AND INCLUDE A WOOD NAILER STRIP. (CURB SHALL BE ADJUSTABLE UP TO 3/4 INCH PER FOOT TO ALLOW FOR SLOPED ROOF APPLICATIONS.)
18. INSTALLATION, OPERATION, AND MAINTENANCE18.1. INSTALLATION, OPERATION, AND MAINTENANCE MANUAL SHALL BE SUPPLIED WITH THE UNIT.18.2. INSTALLING CONTRACTOR SHALL INSTALL UNIT, INCLUDING FIELD INSTALLED COMPONENTS, IN ACCORDANCE WITH INSTALLATION, OPERATION, AND MAINTENANCE MANUAL INSTRUCTIONS.18.3. START UP AND MAINTENANCE REQUIREMENTS SHALL BE COMPLIED WITH TO ENSURE SAFE AND CORRECT OPERATION OF THE UNIT.
TEMPERATURE CONTROLS:
1. THE HVAC CONTROLS ARE TO BE FULLY AUTOMATIC UNLESS OTHERWISE NOTED.2. CONTROLS SHALL HAVE INTEGRAL FAULT DETECTION AND DIAGNOSTIC CAPABILITIES.3. ALL CONTROL SYSTEMS SHALL BE DESIGNED AND PROVIDED BY A CONTROL MANUFACTURER WHO HAS BEEN IN THE BUSINESS OF MANUFACTURING, DESIGNING, AND INSTALLING CONTROL COMPONENTS FOR A MINIMUM OF TEN (10) YEARS.4. COORDINATE WITH ELECTRICAL CONTRACTOR FOR INTERFACE WITH LINE VOLTAGE WIRING, CONNECTIONS, RELAYS, ETC.5. SETPOINTS:5.1. OCCUPIED:
5.1.1. HEATING: 68 DEGREES FAHRENHEIT (ADJUSTABLE).5.1.2. COOLING: 75 DEGREES FAHRENHEIT (ADJUSTABLE).
5.2. UNOCCUPIED:5.2.1. HEATING: 55 DEGREES FAHRENHEIT (ADJUSTABLE).5.2.2. COOLING: 85 DEGREES FAHRENHEIT (ADJUSTABLE).
5.3. MECHANICAL ROOMS:5.3.1. HEATING: 55 DEGREES FAHRENHEIT (ADJUSTABLE).
5.4. ELECTRICAL, ELEVATOR MACHINE, AND DATA ROOMS:5.4.1. HEATING: 55 DEGREES FAHRENHEIT (ADJUSTABLE).5.4.2. COOLING: 85 DEGREES FAHRENHEIT (ADJUSTABLE).
5.5. WAREHOUSE AREAS:5.5.1. HEATING: 55 DEGREES FAHRENHEIT (ADJUSTABLE).
6. THERMOSTATS OR TEMPERATURE SENSORS:6.1. ALL SETPOINTS ARE TO BE ADJUSTABLE.7. TEMPERATURE CONTROL SETUP AND SETBACK SHALL BE ACCOMPLISHED BY MEANS OF A DEDICATED PROGRAMMABLE THERMOSTAT WITH ADJUSTABLE HEATING AND COOLING SETPOINTS.8. CONTRACTOR SHALL PROGRAM THERMOSTATS FOR OCCUPIED/UNOCCUPIED PERIODS BASED ON A SCHEDULE PROVIDED BY OWNER.9. CONTROLS SHALL HAVE A 5 DEGREE F. DEAD-BAND FOR AUTO-CHANGEOVER SYSTEMS, WITH OVERLAP RESTRICTIONS.10. SYSTEM SHALL HAVE A MINIMUM OF A 7-DAY PROGRAM.11. PROVIDE A 2-HOUR MINIMUM OCCUPIED OVERRIDE.12. PROVIDE MINIMUM A 10-HOUR BATTERY BACKUP.13. CONTROLS FOR THE VAV SYSTEM ARE TO BE ELECTRIC/ ELECTRONIC.
SEQUENCE OF OPERATIONS:
CENTRAL FAN SYSTEMS (AHU SINGLE ZONE AND W/VAV REHEAT)1. MODES OF OPERATION:1.1. DURING OCCUPIED MODES, THE AIR HANDLING UNIT OPERATES TO MAINTAIN A CONSTANT DISCHARGE AIR TEMPERATURE (TYPICALLY 55 DEGREES) COOLING AND. THE FANS RUN CONTINUOUSLY (AT A VARIABLE RATE), AND THE OUTSIDE AIR DAMPER IS OPEN TO ITS MINIMUM POSITION. SUPPLY FAN OPERATES TO MAINTAIN A SUITABLE DUCT STATIC PRESSURE, AND EXHAUST/RETURN FAN OPERATES TO MAINTAIN A SUITABLE SPACE STATIC PRESSURE. IF THE OUTSIDE AIR IS NOT SUITABLE FOR FREE COOLING, THEN THE CHILLED WATER VALVE IS MODULATED TO MAINTAIN DISCHARGE AIR TEMPERATURE SET POINT. IF THE OUTSIDE AIR IS SUITABLE FOR FREE COOLING, THEN THE OUTSIDE AIR DAMPER IS MODULATED OPEN AS THE FIRST MEANS OF COOLING (ECONOMIZER OPERATION). IF DISCHARGE AIR TEMPERATURE SET POINT CANNOT BE ATTAINED BY ECONOMIZER OPERATION ALONE, THEN THE “DX” COOLING COIL IS MODULATED AS WELL.1.2. DURING UNOCCUPIED MODES, THE AIR HANDLING UNIT OPERATES (AS REQUIRED) TO MAINTAIN THE SPACE TEMPERATURE BETWEEN UNOCCUPIED HEATING AND COOLING SET POINTS (TYPICALLY 60 AND 80 DEGREES, RESPECTIVELY). IF THE TEMPERATURE IN THE GENERAL SPACE SERVED BY THE AIR HANDLING UNIT STRAYS OUT OF THIS RANGE, THEN THE FANS TURN ON, AND THE UNIT COOLS AS NECESSARY IN ORDER TO BRING THE SPACE TEMPERATURE BACK INTO THE RANGE DEFINED BY THE UNOCCUPIED MODE SET POINTS. OUTSIDE AIR DAMPER REMAINS CLOSED DURING UNOCCUPIED MODE OPERATION.1.3. A MORNING WARMUP CYCLE MAY BE IMPLEMENTED, UPON TRANSITION FROM UNOCCUPIED TO OCCUPIED MODE. FANS TURN ON, OUTSIDE AIR DAMPER REMAINS CLOSED. UNIT REMAINS IN THIS MODE UNTIL THE SPACE OR RETURN AIR TEMPERATURE REACHES THE MORNING WARMUP MODE TERMINATION SET POINT. UPON REACHING THIS SET POINT, THE AIR HANDLING UNIT ENTERS ITS NORMAL OCCUPIED MODE OF OPERATION (DISCHARGE AIR TEMPERATURE CONTROL).1.4. ECONOMIZER: THE OUTSIDE AIR ENTHALPY OR DRY BULB SENSOR MONITORS OUTSIDE AIR CONDITIONS. IF OUTSIDE AIR CONDITIONS ARE SUITABLE FOR “FREE COOLING” AS DETERMINED BY THE SENSOR AND THE ECONOMIZER CONTROLLER “ENABLE” SETTING, THEN ECONOMIZER OPERATION IS ALLOWED.
1.4.1. UPON A CALL FOR “FIRST STAGE COOLING”, ECONOMIZER OPERATION IS INITIATED. OUTSIDE AND RETURN AIR DAMPERS BEGIN TO MODULATE (FROM MINIMUM POSITION) IN ORDER TO MAINTAIN A SUITABLE DISCHARGE AIR TEMPERATURE (TYPICALLY BETWEEN 50 AND 56 DEGREES). IF NECESSARY, THE OUTSIDE AIR DAMPER WILL MODULATE FULLY OPEN IN AN EFFORT TO ACHIEVE THIS TEMPERATURE, THOUGH DEPENDING UPON THE OUTSIDE AIR TEMPERATURE (AND THE ECONOMIZER CONTROLLER “ENABLE” SETTING) MAY NOT BE ABLE TO. IN OTHER WORDS, IF THE ECONOMIZER CONTROLLER IS SET TO ALLOW ECONOMIZER OPERATION AT A “HIGHER”OUTSIDE AIR ENTHALPY OR DRY BULB TEMPERATURE, THEN THE TEMPERATURE OF THE OUTSIDE AIR MAY BE HIGHER THAN WHAT IS TRYING TO BE MAINTAINED AT THE DISCHARGE, AND THEREFORE THE OUTSIDE AIR DAMPER WILL MODULATE FULLY OPEN WITHOUT SUCCEEDING TO ACHIEVE THIS DISCHARGE AIR TEMPERATURE SET POINT. DEPENDING UPON THE COOLING REQUIREMENTS, THIS MAY OR MAY NOT BE SUFFICIENT TO SATISFY THE CALL FOR “FIRST STAGE COOLING”.1.4.2. IF ECONOMIZER OPERATION ALONE IS NOT SUFFICIENT TO SATISFY THE REQUIREMENT FOR COOLING, RESULTING IN A CALL FOR “SECOND STAGE COOLING”, THEN THE “DX” COOLING COIL IS MODULATED TO MAINTAIN THE DISCHARGE AIR TEMPERATURE. THE CHILLED WATER COIL BECOMES ACTIVE, AND THE OUTSIDE AND RETURN AIR DAMPERS CONTINUE TO MODULATE TO MAINTAIN A SUITABLE DISCHARGE AIR TEMPERATURE AS SENSED BY THE DISCHARGE AIR SENSOR, WHICH IS LOCATED DOWNSTREAM OF THE COIL. WITH THE “DX” COOLING COIL ACTIVE, THE RESULTING ACTION OF THE ECONOMIZER DAMPERS IS THAT THEY MODULATE BACK DOWN TOWARD MINIMUM POSITION IN ORDER TO CONTINUE TO MAINTAIN THE DISCHARGE AIR TEMPERATURE SET POINT (AS SENSED DOWNSTREAM OF THE “DX” COOLING COIL).1.4.3. AS THE REQUIREMENT FOR COOLING IS SATISFIED, THEN “DX” COOLING COIL AND ECONOMIZER OPERATION ARE DISENGAGED IN THE REVERSE ORDER THAT THEY WERE ENGAGED.1.4.4. DEMAND CONTROL VENTILATION: MONITOR CARBON DIOXIDE LEVELS IN THE RETURN DUCT FROM THE ZONE. MODULATE THE OUTSIDE DAMPER TO MAINTAIN A CONCENTRATION LEVEL OF LESS THAN 800 PPM CARBON DIOXIDE IN THE OCCUPIED ZONE.
2. TIME SCHEDULE: START AND STOP SUPPLY AND RETURN FANS. DETERMINE FAN STATUS THROUGH AUXILIARY CONTACTORS IN MOTOR STARTER. IF FAN FAILS TO START AS COMMANDED, SIGNAL ALARM.3. SAFETY DEVICES:3.1. FREEZE PROTECTION: STOP FANS AND CLOSE OUTSIDE AIR DAMPERS IF TEMPERATURE BEFORE SUPPLY FAN IS BELOW 37 DEGREES F (3 DEGREES C); SIGNAL ALARM.3.2. HIGH TEMPERATURE PROTECTION: STOP FANS AND CLOSE OUTSIDE DAMPERS IF TEMPERATURE IN RETURN AIR IS ABOVE 300 DEGREES F (150 DEGREES C); SIGNAL ALARM.3.3. SMOKE DETECTOR: STOP FANS, CLOSE OUTSIDE DAMPERS, AND CLOSE SMOKE DAMPERS IF SMOKE IS DETECTED; SIGNAL ALARM.4. HEATING GAS BURNER:4.1. WHEN FAN IS RUNNING, MAINTAIN CONSTANT SUPPLY AIR TEMPERATURE OF 55 DEGREES F (12 DEGREES C) BY MODULATING GAS BURNER VALVE.5. OUTSIDE AIR DAMPER: WHEN SUPPLY FAN IS RUNNING, OPEN OUTSIDE AIR DAMPER TO MINIMUM POSITION. PREVENT SUPPLY FAN STARTING UNTIL OUTSIDE AIR DAMPER IS OPEN AND POSITION IS VERIFIED.6. OUTSIDE, RETURN, AND RELIEF DAMPERS:6.1. WHEN SUPPLY FAN IS NOT RUNNING, OUTSIDE AND RELIEF DAMPERS ARE CLOSED AND RETURN DAMPER IS OPEN.6.2. WHEN SUPPLY FAN IS RUNNING, DAMPERS ARE CONTROLLED AND OPERATE WITH OUTSIDE AND RELIEF DAMPERS OPENING, AND RETURN DAMPER CLOSING.6.3. FOR COOLING AND OUTSIDE AIR TEMPERATURES BELOW 55 DEGREES F (12 DEGREES C), MODULATE DAMPERS TO MAINTAIN MIXED AIR TEMPERATURE OF 55 DEGREES F (12 DEGREES C) OR HIGHER.6.4. FOR COOLING AND OUTSIDE AIR TEMPERATURES ABOVE 55 DEGREES F (12 DEGREES C) COMPARE RETURN AND OUTSIDE AIR TEMPERATURES. IF RETURN AIR TEMPERATURE IS LOWER, DRIVE OUTSIDE DAMPER TO MINIMUM, CLOSE RELIEF DAMPER, AND OPEN RETURN DAMPER.6.5. FOR OUTSIDE AIR TEMPERATURES ABOVE 79 DEGREES F (26 DEGREES C), DRIVE OUTSIDE DAMPER TO MINIMUM, CLOSE RELIEF DAMPER, AND OPEN RETURN DAMPER.6.6. FOR HEATING, DRIVE OUTSIDE DAMPER TO MINIMUM, CLOSE RELIEF DAMPER, AND OPEN RETURN DAMPER.7. MULTIZONE SYSTEM (VAV):7.1. SPACE SENSOR SET AT 75 DEGREES F (24 DEGREES C), MODULATES ZONE DAMPERS AND MAINTAINS CONSTANT SPACE TEMPERATURE DURING THE DAY AND 15 DEGREES F COOLER AT NIGHT (DURING THE DAY AND 8 DEGREES C COOLER AT NIGHT).7.2. ROOM CALLING FOR GREATEST HEATING MODULATES GAS BURNER. ROOM THERMOSTAT CALLING FOR GREATEST COOLING MODULATES COOLING COIL VALVE.8. MAINTAIN CONSTANT SUPPLY STATIC PRESSURE OF 1.5 INCHES WG (380 PA) BY MODULATING SUPPLY FAN VFD. MAINTAIN CONSTANT DIFFERENTIAL AIR FLOW RATE BETWEEN SUPPLY AND RETURN BY MODULATING RETURN FAN VFD FROM VELOCITY PRESSURE MEASUREMENTS IN SUPPLY AND RETURN DUCTS.
3. SUBMITTALS3.1. PRODUCT DATA: LITERATURE SHALL BE PROVIDED THAT INDICATES DIMENSIONS, OPERATING AND SHIPPING WEIGHTS, CAPACITIES, RATINGS, FAN PERFORMANCE, FILTER INFORMATION, FACTORY SUPPLIED ACCESSORIES, ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS. INSTALLATION, OPERATION, AND MAINTENANCE MANUAL WITH STARTUP REQUIREMENTS SHALL BE PROVIDED.3.2. SHOP DRAWINGS: UNIT DRAWINGS SHALL BE PROVIDED THAT INDICATE ASSEMBLY, UNIT DIMENSIONS, CONSTRUCTION DETAILS, CLEARANCES AND CONNECTION DETAILS. COMPUTER GENERATED FAN CURVES FOR EACH FAN SHALL BE SUBMITTED WITH SPECIFICDESIGN OPERATION POINT NOTED. WIRING DIAGRAM SHALL BE PROVIDED WITH DETAILS FOR BOTH POWER AND CONTROL SYSTEMS AND DIFFERENTIATE BETWEEN FACTORY INSTALLED AND FIELD INSTALLED WIRING.
4. DELIVERY, STORAGE, AND HANDLING4.1. UNIT SHALL BE SHIPPED WITH DOORS SCREWED SHUT AND OUTSIDE AIR HOOD CLOSED TO PREVENT DAMAGE DURING TRANSPORT AND THEREAFTER WHILE IN STORAGE AWAITING INSTALLATION.4.2. FOLLOW INSTALLATION, OPERATION, AND MAINTENANCE MANUAL INSTRUCTIONS FOR RIGGING, MOVING, AND UNLOADING THE UNIT AT ITS FINAL LOCATION.4.3. UNIT SHALL BE STORED IN A CLEAN, DRY PLACE PROTECTED FROM CONSTRUCTION TRAFFIC IN ACCORDANCE WITH THE INSTALLATION, OPERATION, AND MAINTENANCE MANUAL.
5. WARRANTY5.1. RTU MANUFACTURER SHALL PROVIDE A LIMITED “PARTS ONLY” WARRANTY FOR A PERIOD OF 12 MONTHS FROM THE DATE OF EQUIPMENT STARTUP OR 18 MONTHS FROM THE DATE OF ORIGINAL EQUIPMENT SHIPMENT FROM THE FACTORY, WHICHEVER IS LESS.WARRANTY SHALL COVER MATERIAL AND WORKMANSHIP THAT PROVE DEFECTIVE, WITHIN THE SPECIFIED WARRANTY PERIOD, PROVIDED MANUFACTURER’S WRITTEN INSTRUCTIONS FOR INSTALLATION, OPERATION, AND MAINTENANCE HAVE BEEN FOLLOWED.WARRANTY EXCLUDES PARTS ASSOCIATED WITH ROUTINE MAINTENANCE, SUCH AS BELTS AND FILTERS.
6. MANUFACTURER6.1. PRODUCTS SHALL BE PROVIDED BY THE FOLLOWING MANUFACTURERS:6.2. AAON6.3. SUBSTITUTE EQUIPMENT MAY BE CONSIDERED FOR APPROVAL THAT INCLUDES AT A MINIMUM:6.4. RTU R-410A REFRIGERANT6.5. RTU VARIABLE CAPACITY COMPRESSOR WITH 10-100% CAPACITY CONTROL6.6. DIRECT DRIVE SUPPLY FANS6.7. DOUBLE WALL CABINET CONSTRUCTION6.8. INSULATION WITH A MINIMUM R-VALUE OF 136.9. RTU STAINLESS STEEL DRAIN PANS
7. GENERAL REQUIREMENTS7.1. RTU PACKAGED ROOFTOP UNIT SHALL INCLUDE COMPRESSORS, EVAPORATOR COILS, FILTERS, SUPPLY FANS, DAMPERS, AIR-COOLED CONDENSER COILS, CONDENSER FANS, GAS HEATERS, EXHAUST FANS, AND UNIT CONTROLS.7.2. UNIT SHALL BE FACTORY ASSEMBLED AND TESTED INCLUDINGLEAK TESTING OF THE DX COILS, PRESSURE TESTING OF THE REFRIGERATION CIRCUIT, AND RUN TESTING OF THE COMPLETED UNIT. RUN TEST REPORT SHALL BE SUPPLIED WITH THE UNIT IN THE SERVICE COMPARTMENT’S LITERATURE POCKET.7.3. UNIT SHALL HAVE DECALS AND TAGS TO INDICATE LIFTING AND RIGGING, SERVICE AREAS AND CAUTION AREAS FOR SAFETY AND TO ASSIST SERVICE PERSONNEL.7.4. UNIT COMPONENTS SHALL BE LABELED, INCLUDINGREFRIGERATION SYSTEM COMPONENTS ANDELECTRICAL AND CONTROLS COMPONENTS.7.5. ESTIMATED SOUND POWER LEVELS (DB) SHALL BE SHOWN ON THE UNIT RATINGS SHEET.7.6. INSTALLATION, OPERATION, AND MAINTENANCE MANUAL SHALL BE SUPPLIED WITHIN THE UNIT.7.7. LAMINATED COLOR-CODED WIRING DIAGRAM SHALL MATCH FACTORY INSTALLED WIRING AND SHALL BE AFFIXED TO THE INTERIOR OF THE CONTROL COMPARTMENT’S HINGED ACCESS DOOR.7.8. UNIT NAMEPLATE SHALL BE PROVIDED IN TWO LOCATIONS ON THE UNIT, AFFIXED TO THE EXTERIOR OF THE UNIT AND AFFIXED TO THE INTERIOR OF THE CONTROL COMPARTMENT’S HINGED ACCESS DOOR.
8. CONSTRUCTION8.1. ALL CABINET WALLS, ACCESS DOORS, AND ROOF SHALL BE FABRICATED OF DOUBLE WALL, IMPACT RESISTANT, RIGID POLYURETHANE FOAM PANELS.8.2. UNIT INSULATION SHALL HAVE A MINIMUM THERMAL RESISTANCE R-VALUE OF 13. FOAM INSULATION SHALL HAVE A MINIMUM DENSITY OF 2 POUNDS/CUBIC FOOT AND SHALL BE TESTED IN ACCORDANCE WITH ASTM D1929-11 FOR A MINIMUM FLASH IGNITION TEMPERATURE OF 610°F.8.3. UNIT CONSTRUCTION SHALL BE DOUBLE WALL WITH G90 GALVANIZED STEEL ON BOTH SIDES AND A THERMAL BREAK. DOUBLE WALL CONSTRUCTION WITH A THERMAL BREAK PREVENTS MOISTUREACCUMULATION ON THE INSULATION, PROVIDES A CLEANABLE INTERIOR, PREVENTS HEAT TRANSFER THROUGH THE PANEL, AND PREVENTS EXTERIOR CONDENSATION ON THE PANEL.8.4. UNIT SHALL BE DESIGNED TO REDUCE AIR LEAKAGE AND INFILTRATION THROUGH THE CABINET. CABINET LEAKAGE SHALL NOT EXCEED 1% OF TOTAL AIRFLOW WHEN TESTED AT 3 TIMES THE MINIMUM EXTERNAL STATIC PRESSURE PROVIDED IN AHRISTANDARD 340/360. PANEL DEFLECTION SHALL NOT EXCEED L/240 RATIO AT 125% OF DESIGN STATIC PRESSURE, AT A MAXIMUM 8 INCHES OF POSITIVE OR NEGATIVE STATIC PRESSURE, TO REDUCE AIR LEAKAGE. DEFLECTION SHALL BE MEASURED AT THE MIDPOINTOF THE PANEL HEIGHT AND WIDTH. CONTINUOUS SEALING SHALL BE INCLUDED BETWEEN PANELS AND BETWEEN ACCESS DOORS AND OPENINGS TO REDUCE AIR LEAKAGE. PIPING AND ELECTRICAL CONDUIT THROUGH CABINET PANELS SHALL INCLUDE SEALING TO REDUCE AIR LEAKAGE.8.5. ROOF OF THE AIR TUNNEL SHALL BE SLOPED TO PROVIDE COMPLETE DRAINAGE. CABINET SHALL HAVE RAIN BREAK OVERHANGS ABOVE ACCESS DOORS.8.6. RTU ACCESS TO FILTERS, DAMPERS, COOLING COILS, HEATERS, COMPRESSORS, AND ELECTRICAL AND CONTROLS COMPONENTS SHALL BE THROUGH HINGED ACCESS DOORS WITH QUARTER TURN, ZINC CAST, LOCKABLE HANDLES. FULL-LENGTH STAINLESS-STEEL PIANO HINGES SHALL BE INCLUDED ON THE DOORS.8.7. EXTERIOR PAINT FINISH SHALL BE CAPABLE OF WITHSTANDING AT LEAST 2,500 HOURS, WITH NO VISIBLE CORROSIVE EFFECTS, WHEN TESTED IN A SALT SPRAY AND FOG ATMOSPHERE IN ACCORDANCE WITH ASTM B 117-95 TEST PROCEDURE.8.8. UNITS WITH COOLING COILS SHALL INCLUDE DOUBLE SLOPED 304 STAINLESS STEEL DRAIN PANS.8.9. RTU UNIT SHALL BE PROVIDED WITH BASE DISCHARGE AND RETURN AIR OPENINGS. ALL OPENINGS THROUGH THE BASE PAN OF THE UNIT SHALL HAVE UPTURNED FLANGES OF AT LEAST 1/2 INCH IN HEIGHT AROUND THE OPENING.8.10. UNIT SHALL INCLUDE LIFTING LUGS ON THE TOP OF THE UNIT.8.11. RTU UNIT SHALL INCLUDE FACTORY INSTALLED, PAINTED GALVANIZED STEEL CONDENSER COIL GUARDS ON THE FACE OF THE CONDENSER COIL.
9. ELECTRICAL9.1. RTU UNIT SHALL HAVE A 5KAIC SCCR.9.2. RTU UNIT SHALL BE PROVIDED WITH FACTORY INSTALLED AND FACTORY WIRED, NON-FUSED DISCONNECT SWITCH.9.3. RTU UNIT SHALL BE PROVIDED WITH BLOWER AUXILIARY CONTACTS ON THE LOW VOLTAGE TERMINAL BLOCK WHICH CLOSE WHEN THE SUPPLY FANS ARE ENERGIZED.
10. SUPPLY FANS10.1. UNIT SHALL INCLUDE DIRECT DRIVE, UNHOUSED, BACKWARD CURVED, PLENUM SUPPLY FANS.10.2. BLOWERS AND MOTORS SHALL BE DYNAMICALLY BALANCE AND MOUNTED ON RUBBER ISOLATORS.10.3. RTU MOTOR SHALL INCLUDE SHAFT GROUNDING
11. RTU EXHAUST FANS11.1. EXHAUST DAMPERS SHALL BE SIZED FOR 100% RELIEF.11.2. FANS AND MOTORS SHALL BE DYNAMICALLY BALANCED.11.3. ACCESS TO EXHAUST FANS SHALL BE THROUGH DOUBLE WALL, HINGED ACCESS DOORS WITH QUARTER TURN LOCKABLE HANDLES.11.4. RTU MOTOR SHALL INCLUDE SHAFT GROUNDING11.5. RTU MOTOR SHALL INCLUDE SHAFT GROUNDING11.6. RTU COOLING COILS
12. RTU EVAPORATOR COILS12.1. RTU COILS SHALL BE DESIGNED FOR USE WITH R-410A REFRIGERANT AND CONSTRUCTED OF COPPER TUBES WITH ALUMINUM FINS MECHANICALLY BONDED TO THE TUBES AND GALVANIZED STEEL END CASINGS. FIN DESIGN SHALL BE SINE WAVE RIPPLED.12.2. RTU COILS SHALL BE 6 ROW HIGH CAPACITY.12.3. COILS SHALL BE HYDROGEN OR HELIUM LEAK TESTED.12.4. COILS SHALL BE FURNISHED WITH FACTORY INSTALLED EXPANSION VALVES.12.5. RTU REFRIGERATION SYSTEM12.6. RTU UNIT SHALL BE FACTORY CHARGED WITH R-410A REFRIGERANT.12.7. RTU COMPRESSORS SHALL BE SCROLL TYPE WITH THERMAL OVERLOAD PROTECTION AND CARRY A 5 YEAR NON-PRORATED WARRANTY, FROM THE DATE OF ORIGINAL EQUIPMENT SHIPMENT FROM THE FACTORY.12.8. COMPRESSORS SHALL BE MOUNTED IN AN ISOLATED SERVICE COMPARTMENT WHICH CAN BE ACCESSED WITHOUT AFFECTING UNIT OPERATION. LOCKABLE HINGED COMPRESSORACCESS DOORS SHALL BE FABRICATED OF DOUBLE WALL, RIGID POLYURETHANE FOAM INJECTED PANELS TO PREVENT THE TRANSMISSION OF NOISE OUTSIDE THE CABINET.12.9. COMPRESSORS SHALL BE ISOLATED FROM THE BASE PAN WITH THE COMPRESSOR MANUFACTURER’S RECOMMENDED RUBBER VIBRATION ISOLATORS, TO REDUCE ANY TRANSMISSION OF NOISE FROM THE COMPRESSORS INTO THE BUILDING AREA.12.10. EACH REFRIGERATION CIRCUIT SHALL BE EQUIPPED WITH EXPANSION VALVE TYPE REFRIGERANT FLOW CONTROL.12.11. EACH REFRIGERATION CIRCUIT SHALL BE EQUIPPED WITH AUTOMATIC RESET LOW PRESSURE AND MANUAL RESET HIGH PRESSURE REFRIGERANT SAFETY CONTROLS, SCHRADERTYPE SERVICE FITTINGS ON BOTH THE HIGH PRESSURE AND LOW PRESSURE SIDES AND A FACTORY INSTALLED REPLACEABLE CORE LIQUID LINE FILTER DRIERS.12.12. RTU UNIT SHALL INCLUDE A VARIABLE CAPACITY SCROLL COMPRESSOR ON THE REFRIGERATION CIRCUIT WHICH SHALL BE CAPABLE OF MODULATION FROM 10-100% OF ITS CAPACITY.12.13. RTU CONDENSERS12.14. RTU AIR-COOLED CONDENSER12.15. CONDENSER FANS SHALL BE A VERTICAL DISCHARGE, AXIAL FLOW, DIRECT DRIVE FANS.12.16. RTU COILS SHALL BE DESIGNED FOR USE WITH R-410A REFRIGERANT. COILS SHALL BE MULTI-PASS AND FABRICATED FROM ALUMINUM MICROCHANNEL TUBES.12.17. COILS SHALL BE DESIGNED FOR A MINIMUM OF 10°F OF REFRIGERANT SUB-COOLING.12.18. COILS SHALL BE HYDROGEN OR HELIUM LEAK TESTED.12.19. RTU CONDENSER FANS SHALL BE HIGH EFFICIENCY ELECTRICALLY COMMUTATED MOTOR DRIVEN WITH FACTORY INSTALLED HEAD PRESSURE CONTROL MODULE. CONDENSERAIRFLOW SHALL CONTINUOUSLY MODULATE BASED ON HEAD PRESSURE AND COOLING OPERATION SHALL BE ALLOWED DOWN TO 35°F WITH ADJUSTABLE COMPRESSOR LOCKOUT.
13. RTU GAS HEATING13.1. RTU UNIT SHALL INCLUDE A NATURAL GAS FURNACE WITH 4 STAGES OF CAPACITY CONTROL.13.2. RTU STAINLESS STEEL HEAT EXCHANGER FURNACE SHALL CARRY A 25 YEAR NON-PRORATED WARRANTY, FROM THE DATE OF ORIGINAL EQUIPMENT SHIPMENT FROM THE FACTORY.13.3. RTU GAS FURNACE SHALL CONSIST OF STAINLESS STEEL HEAT EXCHANGERS WITH MULTIPLE CONCAVITIES, AN INDUCED DRAFT BLOWER AND AN ELECTRONIC PRESSURE SWITCH TO LOCKOUT THE GAS VALVE UNTIL THE COMBUSTION CHAMBER IS PURGED AND COMBUSTION AIRFLOW IS ESTABLISHED.13.4. FURNACE SHALL INCLUDE A GAS IGNITION SYSTEM CONSISTING OF AN ELECTRONIC IGNITER TO A PILOT SYSTEM, WHICH WILL BE CONTINUOUS WHEN THE HEATER IS OPERATING, BUT WILL SHUT OFF THE PILOT WHEN HEATING IS NOT REQUIRED.13.5. RTU UNIT SHALL INCLUDE A SINGLE GAS CONNECTION AND HAVE GAS SUPPLY PIPING ENTRANCES IN THE UNIT BASE FOR THROUGH-THE-CURB GAS PIPING AND IN THE OUTSIDE CABINET WALL FOR ACROSS THE ROOF GAS PIPING.
14. FILTERS14.1. RTU UNIT SHALL INCLUDE 2 INCH THICK, PLEATED PANEL FILTERS WITH AN ASHRAE MERV RATING OF 8, UPSTREAM OF THE COOLING COIL.
14. CONCEALED ROUND SUPPLY DUCTS SHALL BE LOW-PRESSURE CONSTRUCTION, SEALED AIRTIGHT AND EXTERNALLY INSULATED WITH 1-1/2", 3/4 LB/CF DENSITY BLANKET INSULATION WITH FOIL SCRIM KRAFT FACING. FOIL TAPE ALL JOINTS, MINIMUM R5 FIBERGLASS.15. EXPOSED ROUND DUCTS SHALL BE PAINT LOCK SPIRAL ONE GAGE HEAVIER THAN SMACNA STANDARD. HARD PIPE TO DIFFUSERS (NO FLEX) AND SEAL WITH CLEAR, PAINTABLE, SILICONE CAULK.16. ALL FLEXIBLE DUCTWORK SHOWN SHALL BE INSULATED, CLASS I, UL 181, SEMI-RIGID FLEXIBLE DUCT. R4.2 FLEXMASTER 5M OR THERMOPILEX XMK, AND SHALL CONFORM TO LOCAL CODES. NO FLEX DUCT IN EXPOSED AREAS.17. ALL FLEXIBLE DUCT TAKEOFFS SHALL BE CONICAL BELL MOUTH SPIN-IN FITTINGS WITH MANUAL VOLUME DAMPER WHERE POSSIBLE. MAKE CONNECTION WITH DRAW BANDS AT EACH END OF FLEX.18. ALL FLEXIBLE DUCT TO BE SAME SIZE AS DIFFUSER CONNECTION.19. LIMIT FLEXIBLE DUCTWORK TO 5-FT MAXIMUM LENGTH.20. THIS CONTRACTOR SHALL COORDINATE ALL DUCTWORK PRIOR TO INSTALLATION.21. WEATHERPROOF ALL MECHANICAL ROOF PENETRATIONS PER CODES AND ALL ROOFING MANUFACTURER RECOMMENDATIONS.22. PROVIDE SMOKE DETECTORS IN RETURN DUCT FOR MECHANICAL SYSTEMS OVER 2000 CFM AS REQUIRED BY SECTION 606.2.1 OF THE INTERNATIONAL MECHANICAL CODE.23. PROVIDE SLEEVES AND COLLARS FOR ALL DUCTWORK AND PIPES THROUGH WALL, FLOORS, AND CEILINGS. SEAL ALL EXTERNAL PENETRATIONS OF FIRE RATED WALL, FLOORS, AND CEILINGS WITH APPROVED FIRE STOP MATERIAL IN COMPLIANCE WITH ASTM E 814 AND UL 1479.24. CONFIRM VOLTAGE, PHASE, AND AMPACITY WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING EQUIPMENT. ALL CONTROL AND INTERLOCK WIRING FOR MECHANICAL EQUIPMENT BY MECHANICAL CONTRACTOR. THREE-PHASE MOTORS TO HAVE MAGNETIC STARTERS WITH PROTECTION ON ALL THREE LEADS. CONTROL AND HEATING/COOLING EQUIPMENT TO AUTOMATICALLY RESTART AFTER POWER FAILURE. ALL WITH IN CONDUIT AS REQUIRED BY CODE.25. A MINIMUM CLEARANCE OF 30 INCHES SHALL BE PROVIDED AROUND ALL EQUIPMENT (I.E., FANS, PUMPS, AIR CONDITIONERS, ETC.) FOR SERVICE AND MAINTENANCE AND AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS.26. ROOF MOUNTED EQUIPMENT LOCATED WITHIN 10 FEET OF THE EDGE OF THE ROOF SHALL BE PROVIDED WITH SAFETY RAILINGS AS REQUIRED PER CODES OR AS DETAILED ON THE DRAWINGS.27. SERVICE WATER:27.1. 40 DEGREE MINIMUM:27.2. SMALLER THAN 1.5 INCH: 1" THICK, 0.26 BTU IN/H FT^2 °F.27.3. 1.5 INCH AND LARGER: 1.5" THICK, 0.26 BTU IN/H FT^2 °F.28. REFRIGERANT PIPING SHALL BE TYPE "ARC" SOFT OR HARD DRAWN COPPER WITH WROUGHT COPPER BRAZED FITTINGS.28.1. INSULATE ALL EXPOSED NEW PIPING, VALVES AND FITTINGS FOR REFRIGERANT SUCTION LINE SERVICE:1/2" THICK ELASTOMERIC PIPE INSULATION INSTALLED IN COMPLIANCE WITH MANUFACTURERS STANDARD INSTALLATION INSTRUCTIONS.29. ALL PIPE INSULATION MATERIALS SHALL CONFORM TO ASTM 84, NFPA 50A AND 255 AND UL 723 NOT TO EXCEED RATING OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ALL INSTALLED INSULATION SHALL MEET OR EXCEED ASHRAE STANDARD 90.1.30. ALL DUCT AND PIPE INSULATION EXPOSED OUTSIDE SHALL BE WEATHER PROTECTED AND UV RESISTANT WITH ALUMINUM JACKET.31. SEE TEMPERATURE CONTROLS THIS SHEET FOR TEMPERATURE CONTROLS REQUIREMENTS.32. VARIABLE AIR VOLUME TERMINAL UNITS - HEAVY GAGE STEEL HOUSING, MECHANICALLY SEALED AND GASKETED, LEAK-RESISTANT, DUAL DENSITY INTERNAL INSULATION. SHALL MEET REQUIREMENTS OF NFPA 90A AND UL 181. COMPLETE WITH SLIP AND DRIVE CLEAT DISCHARGE DUCT CONNECTION AND GAUGE TEES FOR CFM MEASUREMENT.33. ALL RECIRCULATED AIR SHALL PASS THROUGH STANDARD 2" THICK PLEATED MERV 8 THROW AWAY FILTERS. PROVIDE ONE ADDITIONAL SET FOR OWNER AT PROJECT COMPLETION.34. INSTALL ALL NEW MECHANICAL EQUIPMENT IN COMPLETE COMPLIANCE WITH MANUFACTURER'S STANDARD INSTALLATION INSTRUCTIONS. ARRANGE ALL EQUIPMENT TO PERMIT EASY REMOVAL OF COILS, MOTORS, FILTERS, AND ALL OTHER PARTS WHICH MIGHT REQUIRE PERIODIC REPLACEMENT OR MAINTENANCE.
PACKAGED ROOFTOP UNITS
1. ROOFTOP UNIT - GENERAL DESCRIPTION1.1. THIS SECTION INCLUDES THE DESIGN, CONTROLS AND INSTALLATION REQUIREMENTS FOR PACKAGED ROOFTOP UNITS / OUTDOOR AIR HANDLING UNITS.
2. QUALITY ASSURANCE2.1. RTU PACKAGED AIR-COOLED CONDENSER UNITS SHALL BE CERTIFIED IN ACCORDANCE WITH ANSI/AHRI STANDARD 340/360 PERFORMANCE RATING OF COMMERCIAL AND INDUSTRIAL UNITARY AIR-CONDITIONING AND HEAT PUMP EQUIPMENT.2.2. UNIT SHALL BE CERTIFIED IN ACCORDANCE WITH UL STANDARD 1995/CSA C22.2 NO. 236, SAFETY STANDARD FOR HEATING AND COOLING EQUIPMENT.2.3. RTU UNIT AND REFRIGERATION SYSTEM SHALL COMPLY WITH ASHRAE 15, SAFETY STANDARD FOR MECHANICAL REFRIGERATION.2.4. RTU UNIT SHALL BE CERTIFIED IN ACCORDANCE WITH ANSI Z21.47B/CSA 2.3B AND ANSI Z83.8/CSA 2.6, SAFETY STANDARD GAS-FIRED FURNACES.2.5. RTU UNIT ENERGY EFFICIENCY RATIO (EER) SHALL BE EQUAL TO OR GREATER THAT PRESCRIBED BY ASHRAE 90.1, ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS.2.6. RTU UNIT SHALL BE SAFETY CERTIFIED BY ETL AND ETL US LISTED. UNIT NAMEPLATE SHALL INCLUDE THE ETL/ETL CANADA LABEL.2.7. UNIT SHALL BE APPROVED FOR USE IN AND OUTSIDE HIGH VELOCITY HURRICANE ZONES (HVHZ) BY THE FLORIDA BUILDING CODE (FL# 15031), WHEN USING THE REQUIRED STEEL ROOFTOP CURB AND ATTACHMENT METHODS.MAXIMUM ALLOWABLE LATERAL WIND PRESSURE IS +100PSF/-100PSF. MAXIMUM ALLOWABLE UPLIFT IS +50PSF/-50PSF. POSITIVE AND NEGATIVE REQUIRED DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB SPECIFIC BASIS,IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC PRESSURES SHALL BE LESS THAN OR EQUAL TO THE LISTED POSITIVE OR NEGATIVE ALLOWABLE LATERAL WIND DESIGN PRESSURE AND ALLOWABLE UPLIFT VALUES FOR THE PRODUCT.
ELECTRICAL ABBREVIATIONSA STANDARD LIST. NOT ALL WORDS APPEAR IN THESE DRAWINGS.
SEE SPECIFICATION SECTION "EQUIPMENT WIRING" FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
A or AMP AMPERE LA LIGHTNING ARRESTOR
A/C AIR CONDITIONING LT LIGHT
A/E or AE ARCHITECT & ENGINEER LTG LIGHTING
ac ABOVE COUNTER LTS LIGHTS
AC ALTERNATING CURRENT
ADA AMERICANS WITH DISABILITIES ACT MC MECHANICAL CONTRACTOR
AFF ABOVE FINISH FLOOR MCB MAIN CIRCUIT BREAKER
AFG ABOVE FINISH GRADE MCC MOTOR CONTROL CENTER
AFI or AFCI ARC FAULT CIRCUIT INTERRUPTER MCM THOUSAND CIRCULAR MILS
AHJ AUTHORITY HAVING JURISDICTION MDP MAIN DISTRIBUTION PANEL
AHU AIR HANDLING UNIT MECH MECHANICAL
AIC AMPERES INTERRUPTING CURRENT MFS MAIN FUSIBLE SWITCH
AL ALUMINUM MH METAL HALIDE
ANN ANNUNCIATOR MLO MAIN LUG ONLY
AS AUTOMATIC SENSORS MSB MAIN SWITCHBOARD
AWG AMERICAN WIRE GAUGE MTD MOUNTED
MTS MOTOR THERMAL SWITCH
bc BELOW COUNTER MV MERCURY VAPOR
BC BELOW COUNTER MW MICROWAVE
BH BASKETBALL HOOP OPER
BL BLEACHER ELECTRIC OPERATOR NA or N/A NOT APPLICABLE
BRD or BD BOARD NC NORMALLY CLOSED
BUH BLAST UNIT HEATER NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
C or COND CONDUIT
C/B or CB CIRCUIT BREAKER NEU, NEUT or N NEUTRAL
CAT CATEGORY NF NON-FUSED
CCT or CKT CIRCUIT NL NIGHT LIGHT
CM CARBON MONOXIDE SENSOR NO NORMALLY OPEN
CO CARBON MONOXIDE
COMB COMBINATION OFF, OF, or OFC OFFICE
CONF CONFERENCE OH OVERHEAD
CP CEILING PROJECTOR OHD OVERHEAD DOOR
CTC CABLE TERMINATION CABINET
Cu or CU COPPER P POLE
CU CONDENSING UNIT PA PUBLIC ADDRESS
CUH CABINET UNIT HEATER PB PUSH BUTTON
PH PHASE
DC DIRECT CURRENT PLBG PLUMBING
DC DISTRIBUTION CABINET PNL PANEL
DP DISTRIBUTION PANEL PR or pr PAIR
DISC DISCONNECT PRV POWER ROOF VENTILATOR
DISP DISPOSAL PS PULL SWITCH
DL DOCK LEVELER PS PROJECTION SCREEN
DN or DWN DOWN PTZ PAN TILT ZOOM
DR DOOR PVC POLYVINYL CHLORIDE
DW DISHWASHER PWR POWER
DWG DRAWINGRCP REFLECTED CEILING PLAN
EC ELECTRICAL CONTRACTORREC or RECEPT RECEPTACLE
EC ELECTRICAL CABINETREF or REFRIG REFRIGERATOR
EF EXHAUST FANRH RADIANT HEAT
EH ELECTRICAL HEATRH RANGE HOOD
ELEC ELECTRIC OR ELECTRICAL RLY RELAY
EHD ELECTRIC HAND DRYER RM ROOM
EM or EMERG EMERGENCY RMS ROOT MEAN SQUARE
EMT ELECTRICAL METALLIC TUBING
ENT ELECTRICAL NON-METALLIC TUBING SCC SHORT CIRCUIT CURRENT
EUH ELECTRIC UNIT HEATER SD SMOKE DETECTOR
EWC ELECTRIC WATER COOLER SFR SAFETY RECEPTACLE
EX EXISTING SFTY SAFETY
EXP EXPLOSION PROOF SHLD SHIELD OR SHIELDED
SIG SIGNAL
F or FUS FUSE OR FUSIBLE SMR SURFACE MOUNT RACEWAY
FA FIRE ALARM SN SOLID NEUTRAL
FAAP FIRE ALARM ANNUNCIATOR PANEL SP SUMP PUMP
FACP FIRE ALARM CONTROL PANEL SPECS SPECIFICATIONS
FBO FURNISHED BY OTHERS SPKR SPEAKER
FL, FLU or FLUOR FLUORESCENT SPR SPLIT WIRE RECEPTACLE
FLA FULL LOAD AMPERES SW SWITCH
FVNR FULL VOLTAGE, NON-REVERSING SWBD SWITCH BOARD
FVR FULL VOLTAGE, REVERSING
TC TEMPERATURE CONTROL
GC GENERAL CONTRACTOR TC TELEPHONE CABINET
GD GARBAGE DISPOSAL TCC TEMPERATURE CONTROL CONTRACTOR
GEN GENERATOR TEL TELEPHONE
GFI or GFCI GROUND FAULT CIRCUIT INTERRUPTER TL TWIST LOCK
GRC GALVANIZED RIGID CONDUIT TR, TRANS or TRFMR TRANSFORMER
GND or GRND GROUND TTB TELEPHONE TERMINATION BOARD
TV TELEVISION
H & AC HEATING & AIR CONDITIONING TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION
H & V HEATING & VENTILATING TYP TYPICAL
HA HANDICAP ACCESS DOOR
HD HAND DRYER UG UNDERGROUND
HID HIGH INTENSITY DISCHARGE UH UNIT HEATER
HP HORSE POWER UV UNIT VENTILATOR
HPS HIGH PRESSURE SODIUM
HTG HEATING V VOLT
HTR HEATER VFD VARIABLE FREQUENCY DRIVE
HVAC HEATING, VENTILATION & AIR CONDITIONING
W WATTHZ HERTZ (CYCLES/SEC)
W/ WITH
W/O WITHOUTIC INTERRUPTING CURRENT
WP WEATHERPROOFIGR ISOLATED GROUND RECEPTACLE
WTR or H20 WATERIMC INTERMEDIATE METAL CONDUIT
WS WINDOW SHADEINC INCANDESCENT
ISO ISOLATED OR ISOLATION
XFMR TRANSFORMER
J, JB or J-BOX JUNCTION BOX
Y WYE CONNECTION
KCMIL THOUSAND CIRCULAR MILS
ɸ PHASEKV KILOVOLT
KVA KILOVOLT - AMPERE
∆ DELTAKVAR KILOVOLT - AMPERE REACTIVE
KW KILOWATT
KWH KILOWATT - HOUR
ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR, MOUNTING HEIGHTS INDICATED ON ARCH. WALL ELEVATIONS ORAS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED BELOW.
ELECTRICAL SYMBOLSTHESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS MAY APPEAR ON THIS PROJECT.
LIGHTING
EMERGENCY CEILING SURFACE MOUNT FIXTURE
CEILING SURFACE MOUNT FIXTURE. (Capital letter indicates fixture type. Small letter indicates switching. Typical for all fixture types).
WALL FIXTURE
F
PC
LC
TC
EMERGENCY WALL FIXTURE
RECESSED FIXTURE
EMERGENCY RECESSED FIXTURE
EXTERIOR POLE LIGHT
BOLLARD LIGHT
SURFACE MOUNT FIXTURE
EMERGENCY SURFACE MOUNT FIXTURE
EMERGENCY RECESSED FIXTURE
RECESSED FIXTURE
WALL FIXTURE
FLOOD LIGHT
TRACK LIGHT
PHOTO ELECTRIC CELL
LIGHTING CONTACTOR (54"M.H.)
TIME CLOCK (60" M.H.)
EMERGENCY LIGHTING W/BATTERY PACK
CEILING EXIT LIGHT (FACE(S) SHADED, ARROW INDICATES CHEVRON)
WALL EXIT LIGHT (FACE(S) SHADED, ARROW INDICATES CHEVRON)
SINGLE POLE SWITCH (46" M.H.)
OCCUPANCY SENSOR
DOUBLE POLE SWITCH (46" M.H.)
THREE-WAY SWITCH (46" M.H.)
FOUR-WAY SWITCH (46" M.H.)
SWITCH WITH PILOT (46" M.H.)
KEY OPERATED SWITCH (46" M.H.)
MOMENTARY CONTACT SWITCH (60" M.H.)
DIMMER SWITCH (46" M.H.)
OS
TIMER SWITCH (60" M.H.)
VARIABLE SPEED SWITCH
FUSED SWITCHF
S
T
D
M
K
P
4
3
2
a
A
DOUBLE PUSH BUTTON STATION
PUSH BUTTON STATION (62" M.H.)
EMERGENCY SHUTDOWN PUSHBUTTON
XX#
POWER
J
P
GAP
ATS
VFD
VFD
R
M
ISOLATED GROUND RECEPTACLE (18" M.H.)
DUPLEX CONVENIENCE RECEPTACLE (18" M.H.)
SINGLE RECEPTACLE (18" M.H.)
DOUBLE DUPLEX CONVENIENCE RECEPTACLE (18" M.H.)
SPLIT WIRED DUPLEX RECEPTACLE (18" M.H)
SAFETY CONVENIENCE RECEPTACLE
POWER RECEPTACLE
PULL BOX
JUNCTION BOX
MOTOR
DISCONNECT SWITCH
GENERATOR ANNUNICIATOR PANEL
AUTOMATIC TRANSFER SWITCH
VARIABLE FREQUENCY DRIVE
COMBINATION VARIABLE FREQUENCY DRIVE DISCONNECT
MAGNETIC STARTER
COMBINATION STARTER/DISCONNECT
MOTOR THERMAL SWITCH
RADIANT HEAT PANEL
REMOTE HVAC SENSOR
BASEBOARD OR COVE ELEC. HEAT
ELECTRIC UNIT HEATER
ELECTRIC CABINET UNIT HEATER
MOTORIZED DAMPER
BUS DUCT
SURFACE MOUNT RACEWAY
CEILING PADDLE FAN
TYPE OF EQUIPMENT
EMERGENCY DUPLEX RECEPTACLE
TWIST LOCK RECEPTACLE
GFI DUPLEX CONVENIENCE RECEPTACLE
GFI DOUBLE DUPLEX CONVENIENCE RECEPTACLE
SPECIAL PURPOSE OUTLET OR CONNECTION
CORD/PLUG
CEILING DUPLEX RECEPTACLE
E
FLUSH FLOOR DOUBLE DUPLEX RECEPTACLE
FLUSH FLOOR MULTI-SERVICE OUTLET (WITH DEVICES INDICATED)
CP MULTI-SERVICE POLE (WITH DEVICES INDICATED)
FLUSH FLOOR DUPLEX RECEPTACLE
TR TRANSFORMER
M ELECTRIC METER
SWITCHBOARD/DISTRIBUTION PANEL SECTION
PANELBOARD OR LOAD CENTER
PANELBOARD OR LOAD CENTER (EXISTING TO REMAIN)
TVSSTRANSIENT VOLTAGE SURGE SUPPRESSER
CIRCUIT BREAKER
FUSE
H HUMIDISTAT
T THERMOSTAT
EQUIPMENT NUMBERSEE SCHEDULES
GROUND
CONDUIT ON ROOF, IN FLOOR OR UNDERGROUND, IN WALL OR CEILING SPACE. ARROWS INDICATE HOME RUNS TO PANEL. NUMBERS INDICATE PANEL AND CIRCUIT IN PANEL.
PNL-1,2,3
B BLANK OUTLET
CORD REEL
DOUBLE DUPLEX CONVENIENCE RECEPTACLE (18" M.H.)
TERMINATION BOARD - AS NOTED
CEILING MOUNT DATA OUTLET
TELEVISION OUTLET (18" M.H.)
TELEPHONE/VOICE OUTLET (18" M.H.)
SPECIAL EQUIPMENT CABINET-AS NOTED
WALL PHONE (46" M.H.)
INTERCOM
CABLE TRAYDATA OUTLET (18" M.H.) CEILING MOUNT TELEVISION OUTLET
COMBINATION VOICE/DATA OUTLET (18" M.H.)
C
TV
TVC
W
TELECOM
HEAT DETECTOR (RATE OF RISE)
FIRE ALARM MANUAL STATION (46" M.H.)
HEAT DETECTOR (FIXED TEMP. ONLY)
F
FIRE ALARM
F
D
D
SD
SD
SD
BD
BD
RT
HS
FS
PS
TS
FR
RA
DH
MM
CM
CH
F
F
H
M
S
ST
ST
F
C
FAAP
FACP
UNITARY TYPE SMOKE DETECTOR
SMOKE DETECTOR
DUCT SMOKE DETECTOR
BEAM DETECTOR TRANSMITTER
BEAM DETECTOR RECEIVER
REMOTE TEST STATION
COMB HEAT/SMOKE DETECTOR
PRESSURE SWITCH
FLOW SWITCH
TAMPER SWITCH
FIRE ALARM CUT-OFF RELAY
REMOTE ANNUNICIATOR
DOOR HOLDER
MONITOR MODULE
CONTROL MODULE
FIRE ALARM CHIME/STROBE
FIRE ALARM HORN/STROBE (80"M.H)
CEILING MOUNT FIRE ALARM HORN/STROBE
MINI FIRE ALARM HORN/STROBE
MINI FIRE ALARM HORN
PROJECTION HORN
FIRE ALARM STROBE (80" M.H.)
CEILING MOUNT FIRE ALARM STROBE
FIRE ALARM BELL (88" M.H.)
COMBINATION FIRE/SMOKE DAMPER
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE FIGHTER PHONE JACK
C
C
U
F CEILING MOUNT FIRE ALARM VOICE/STROBEC
V FIRE ALARM VOICE/STROBE (80"M.H)
SURFACE SPEAKER
FLUSH SPEAKER
PAGING HORN
SOUND AND SECURITY
S
AMP
VM
VR
VS
ACP
BAA
AS
DS
DR
MD
SP
KP
CA
IC
RX
COLUME CONTROL (46" M.H.)
MICROPHONE OUTLET (18" M.H.)
AUXILIARY OUTLET
AMPLIFIER
SURVEILLANCE VIDEO CAMERA
CEILING MOUNTED SURVEILLANCE VIDEO CAMERA
SURVEILLANCE VIDEO MONITOR
SURVEILLANCE VIDEO CAMERA -PAN/TILT/ZOOM
SURVEILLANCE VIDEO RECORDER
SURVEILLANCE VIDEO SWITCHER
ALARM CONTROL PANEL
BURGLAR ALARM ANNUNCIATOR
ANTENNA (AS NOTED)
ALARM PANIC SWITCH
DOOR RELEASE MECHANISM
ALARM DOOR SWITCH
ALARM MOTION DETECTOR
ALARM SHUNT PAD
ALARM KEYPAD
CARD ACCESS
SECURITY INTERCOM (54" M.H.)
REQUEST EXIT PUSH BUTTON
C
S
S
V
M
AUX
PTZ
PAD C
PAD B
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PROJECT #:
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MO
NS
BLD
G S
HE
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S B
& C
-ME
P1
8-C
EN
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vt
ELECTRICAL COVERSHEET
E0.1
ASM
TR
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LA
ND
AN
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LT
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LC
BL
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WY
82609
2065/19045
11/07/2019
ELECTRICAL SHEET LIST
SheetNumber Sheet Name
E0.1 ELECTRICAL COVER SHEET
E1.1 ELECTRICAL SITE PLAN
E2.1 LIGHTING FLOOR PLANS
E3.1 POWER/SIGNAL FLOOR PLANS
E4.1 ELECTRICAL DETAILS, SCHEDULES & SPECIFICATIONS
No. Revision Description Date
RTSM. R
OR
Date
17468
B
TA
O
e
ni
r
Ean lgnio
eforP
ss
e
M I NGYW O
ERE
GN
MODULAR METER CENTER
MODULAR METER CENTER
NEW UTILITY TRANSFORMER
EXISTING UTILITY SECTIONALIZER
PAD C
PAD B
BANK UTILITY TRANSFORMER
BOLLARD (TYP.)
4"ø
FUTURE PAD A
4"ø
4"ø
2"ø
2"ø
2"ø
2"ø
HNB BANK PAD
E101
E102
E102
E102
E102
E103
DETECTABLE RED MARKER TAPE
PVC CONDUIT
FINISH GRADE
TRENCH & BACKFILL
30
" M
IN.
6" APPROX.
6" MIN.
CONCRETE
PERMANENT POST
6" DIAMETERSTEEL PIPEPAINTED YELLOW
PRECAST CONCRETEBOLLARD CAP BY TOP
GARD OR EQUAL,PAINTED YELLOW
BARRIER POST
TYPICALEQUIPMENT
BASE
NO
N-T
RA
FF
IC A
RE
A
TYPICALEQUIPMENT
BASE
42"MIN
24"MIN
6" MIN.
12" MIN
135° MIN. CLEARSPACE IN FRONT
OF
72" MAX.
24" MIN.24" MIN.
135° MIN. CLEARSPACE IN FRONT
OF
72" MAX.
24" MIN.24" MIN.
WE
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2601
PH
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(307)
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FAX:
(307)
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PROJECT #:
DATE:
DRAWN BY:
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ELECTRICAL SITEPLAN
E1.1
ASM
TR
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LA
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LC
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82609
2065/19045
11/07/2019
No. Revision Description Date
NORTH 1" = 20'-0"
ELECTRICAL SITE PLAN
NO SCALE2TYPICAL TRENCH DETAIL
GENERAL ELECTRICAL SITE NOTES
A IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATEALL UNDERGROUND UTILITIES AND EXERCISE CARE INEXCAVATION. ANY DAMAGE TO EXISTING UTILITIESWHETHER SHOWN ON THESE DRAWINGS OR NOT, SHALLBE REPAIRED AT NO EXPENSE TO THE OWNER.
B CALL BEFORE YOU DIG: CALL WYOMING ONE-CALL (811or 1-800-849-2476) TO LOCATE THE UTILITIES. NOTRENCHING OR EXCAVATION OPERATIONS SHALL TAKEPLACE UNTIL ALL UTILITIES HAVE BEEN CONTACTED ANDLOCATIONS AND ELEVATIONS OF THE UTILITIESCONFIRMED.
C CONDUIT ROUTING IS SHOWN FOR PROPOSED ROUTINGAND PROPOSED UTILITY TIE IN LOCATIONS. IT IS THECONTRACTORS RESPONSIBILITY TO COORDINATEUTILITY SERVICE CONNECTION POINTS WITH UTILITYCOMPANIES PRIOR TO BID.
ELECTRICAL SPECIFIC NOTES
E101 PROVIDE 4" CONDUIT FOR UTILITY PRIMARYCONDUCTORS UNDERGROUND FROM BANKTRANFORMER VAULT TO NEW PAD B & C TRANSFORMERVAULT. COORDINATE WITH UTILITY.
E102 PROVIDE (1) UNDERGROUND 2" CONDUIT WITHINNERDUCT AND PULLSTRINGS (AS REQUIRED BYSERVICE PROVIDER) FROM PROPERTY LINE TOBUILDING FOR TENANT COMMUNICATION SERVICE.COORDINATE REQUIREMENTS AND LOCATION OFSERVICE CONNECTION POINT WITH SERVICE PROVIDERAND OWNER.
E103 PROVIDE 6"X66" STEEL BOLLARDS, NUMBER ASREQUIRED, PER ROCKY MOUNTAIN POWERREQUIREMENTS TO PROTECT NEW SERVICEEQUIPMENT. MAINTAIN REQUIRED CLEARANCES;COORDINATE.
NO SCALE3BOLLARD DETAIL
RTSM. R
OR
Date
17468
B
TA
O
e
ni
r
Ean lgnio
eforP
ss
e
M I NGYW O
ERE
GN
LC LC
TCTC
LC
TC
TC
LC
B B
9
9
10
10
10.5
10.5
11
11
12
12
13
13
A A
8
8
INTERIOR LIGHTING BY TENANT
B2B1
E1 E1
WE120"
WE120"
W W
W
W W
W
W
W
WW
W
W
B1-1
B2-1
E201
E201
WWWWWWW
C
P
FROM REC
E202
B B
1
1
2
2
3
3
3.5
3.5
4
4
5
5
6
6
A A
7
7
C2
C1
W W W W
W W
W W
W
W
W
W
WW WWWW
E1E1
WE120"
C2-1
WE120"
C1-1
INTERIOR LIGHTING BY TENANT
E201
E201C
P
FROM REC
E202
X# = LIGHT FIXTURE TYPE PER LIGHT FIXTURE SCHEDULE
LIGHTING/SWITCHING KEY
EM = EMERGENCY LIGHT FIXTURE
NL = NIGHT LIGHT FIXTURE
# = PANEL CIRCUIT NUMBER
##" = HEIGHT TO CENTER OF FIXTURE OR SWITCH ABOVE FINISHED FLOOR (46" FOR SWITCHES IF NOT SHOWN)
x = SWITCHING SCHEME
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05 ▪
CASPER, W
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2601
PH
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(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
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LIGHTING FLOORPLANS
E2.1
ASM
TR
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LA
ND
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D R
EA
LT
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LC
BL
DG
SH
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LS
B &
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l H
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Blv
d,
Casp
er,
WY
82609
2065/19045
11/07/2019
NORTH 1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - LIGHTING PLAN
NORTH 1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - LIGHTING PLAN
No. Revision Description Date
GENERAL LIGHTING NOTES
A COORDINATE ALL WALL MOUNTED FIXTURE ELEVATIONS,EVEN IF A HEIGHT IS INDICATED IN LIGHTING FIXTURESCHEDULE, WITH GENERAL CONTRACTOR ANDARCHITECT PRIOR TO ROUGH-IN.
B PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRERATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.).REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPINGMATERIALS SHALL BE U.L. LISTED FOR USE IN THEASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALLMEET THE REQUIREMENTS OF THE IFC AND THE AHJ, ANDSHALL HAVE A RATING EQUAL OR GREATER THAN THATOF THE SURROUNDING WALL/FLOOR/CEILING. INSTALLPER MANUFACTURER'S INSTRUCTIONS.
C SHADED FIXTURES ARE FED BY EMERGENCY BATTERIES -EITHER INTEGRAL TO FIXTURE OR REMOTE ASINDICATED. THESE FIXTURES SHALL RECEIVEUNSWITCHED POWER FROM THE CIRCUIT FEEDING THEMFOR MONITORING PURPOSES. FIXTURE TYPE WE SHALLBE SWITCHED WITH OTHER FIXTURES ON CIRCUIT (TYPEW); ALL EMERGENCY FIXTURES SHALL ILLUMINATE UPONLOSS OF UTILITY POWER REGARDLESS OFSWITCH/CONTROL STATUS.
ELECTRICAL SPECIFIC NOTES
E201 HOMERUN VIA EXTERIOR LIGHTING CONTACTOR. REFERTO EXTERIOR LIGHTING CONTROL DIAGRAM.
E202 MOUNT LIGHT INSIDE CRAWL SPACE AT ACCESS HATCH.
RTSM. R
OR
Date
17468
B
TA
O
e
ni
r
Ean lgnio
eforP
ss
e
M I NGYW O
ERE
GN
MM
JJ
MM
J J
B B
9
9
10
10
10.5
10.5
11
11
12
12
13
13
A A
8
8
MODULAR METER CENTER
WP
B1
RTU2
WPWP
B2
WP
WPWP
RTU1
(ON ROOF)(ON ROOF)
B2-36
B2-38,40,42
B1-36
B1-38,40,42
E302
E301
E302
E301
TO LTG PLAN
B1-34E303
EF3 EF
4
B1-34 B2-36
194"194"
B B
1
1
2
2
3
3
3.5
3.5
4
4
5
5
6
6
A A
7
7
RTU4
RTU3
(ON ROOF) (ON ROOF)WP
WP
WP
WP
C2
WP
C2-36
C2-38,40,42
MODULAR METER CENTER
C1
WP
C1-38,40,42
E301
E302 E302
E301
TO LTG PLAN
C2-34E303
EF1
EF2C2-34 C1-36
194" 194"
# = PANEL CIRCUIT NUMBER
RECEPTACLE/OUTLET KEY
## = HEIGHT TO CENTER OF RECEPTACLE OR OTHER OUTLET ABOVE FINISHED FLOOR (18" IF NOT SHOWN)
ac = RECEPTACLE OR OTHER OUTLET MOUNTED 8" ABOVE COUNTER OR 4" ABOVE BACKSPLASH
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. D
URBIN
, SU
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05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
WE
ST
12t
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TR
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GR
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POWER/SIGNALFLOOR PLANS
E3.1
ASM
TR
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LA
ND
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D R
EA
LT
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LC
BL
DG
SH
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B &
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l H
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Blv
d,
Casp
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WY
82609
2065/19045
11/07/2019
NORTH 1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD B - POWER/SIGNAL PLAN
NORTH 1/4" = 1'-0"
FIRST FLOOR - BUILDING PAD C - POWER/SIGNAL PLAN
No. Revision Description Date
GENERAL POWER/SIGNAL NOTES
A PROVIDE FIRESTOPPING AT PENETRATIONS OF ALL FIRERATED PARTITIONS (WALLS, CEILINGS, FLOORS, ETC.).REFER TO ARCHITECTURAL DRAWINGS. FIRESTOPPINGMATERIALS SHALL BE U.L. LISTED FOR USE IN THEASSEMBLIES IN WHICH THEY ARE INSTALLED, SHALLMEET THE REQUIREMENTS OF THE IFC AND THE AHJ,AND SHALL HAVE A RATING EQUAL OR GREATER THANTHAT OF THE SURROUNDING WALL/FLOOR/CEILING.INSTALL PER MANUFACTURER'S INSTRUCTIONS.
B CONTRACTOR SHALL COORDINATE ALL ROOFPENETRATIONS WITH EQUIPMENT SUCH THATEQUIPMENT FEEDERS ROUTE THROUGH MECHANICALSHAFTS AND EQUIPMENT CURBS. COORDINATE WITHMECHANICAL.
C THERMOSTATS SHOWN FOR ROUGH-IN ANDCOORDINATION PURPOSES ONLY. T-STATS PROVIDEDBY MECHANICAL CONTRACTOR. ELECTRICALCONTRACTOR SHALL PROVIDE BACK BOX AND ½”CONDUIT TO ACCESSIBLE CEILING FOR ALL T-STATS.COORDINATE EXACT LOCATIONS PRIOR TO ROUGH-IN.
ELECTRICAL SPECIFIC NOTES
E301 PROVIDE (1) UNDERGROUND 2" CONDUIT WITHINNERDUCT AND PULLSTRINGS (AS REQUIRED BYSERVICE PROVIDER) FROM LOCATION INDICATED TOPROPERTY LINE FOR TENANT COMMUNICATIONSERVICE. COORDINATE REQUIREMENTS AND LOCATIONOF SERVICE CONNECTION POINT WITH SERVICEPROVIDER AND OWNER.
E302 PROVIDE SINGLE GANG JUNCTION BOX WITH GASKETEDWEATHERPROOF BLANK COVER AND 1" CONDUIT TOACCESSIBLE CEILING SPACE FOR FUTURE EXTERIORSIGN.
E303 MOUNT GFCI PROTECTED RECEPTACLE INSIDE CRAWLSPACE AT ACCESS HATCH.
RTSM. R
OR
Date
17468
B
TA
O
e
ni
r
Ean lgnio
eforP
ss
e
M I NGYW O
ERE
GN
WALL STUD
4" SQUARE BOX
PLAN VIEW
12"
MIN
.
SEE ARCHITECTURAL PLANS FOR WALL CONSTRUCTION.
DEVICE BOX GREEN GROUND BONDING SCREW
TO GROUND BUS IN BRANCHCIRCUIT PANELBOARD
TO SUCCESSIVE DEVICES TO BE GROUNDED WITH THE SAME GROUNDING CONDUCTOR.
TO ELECTRICAL DEVICE TO BE GROUNDED
GREEN EQUIPMENT GROUNDING CONDUCTOR
NOTES:
CIR
CU
IT #
CIR
CU
IT #
CIRCUIT #
CIRCUIT #
1. LABEL JUNCTION BOX AND CONDUITS WITH BLACK PERMANENT MARKER. 2. SPRAY PAINT JUNCTION BOX COVERS PER SPECIFICATIONS.
JUNCTION BOX. TAG WIRING INSIDE.
VOLTAGE PANEL #
BRANCH CIRCUIT CONDUIT, TYPICAL.
GE CR463L SERIES 4-POLE CONTACTOR OR EQUAL, N.O. 30A-RATED ELECTRICALLY HELD CONTACTS, 120V COIL
HOFFMAN NEMA 1 HINGED ENCLOSURE, SIZED AS REQUIRED TO CONTAIN CONTACTORS, RELAYS, AND HOA SWITCHES.
PA
NE
L-1
FULL SIZE COVER-MOUNTED HOA SWITCH. PROVIDE ENGRAVED LABEL READING "EXTERIOR BUILDING LIGHTS."
INTERMATIC ET90215C ASTRONOMICAL TIMER/CONTROLLER WITH 2 INDEPENDENT SCHEDULES OR APPROVED EQUAL, IN NEMA 1 ENCLOSURE
OFF
HAND
AUTO
CL
CT
120V FROM LOCAL UNSWITCHED RECEPTACLE
H
N
SP
AR
E
TO EXTERIOR BUILDING-MOUNTED LTG.
SP
AR
E
SP
AR
E
#4 AWG3/4" PVC
METALWATER SERVICE
GRADE
RE-BAR
#1/0 AWG, 1" PVC
NOTE: ALL CONDUCTORS SHALL BE COPPER
NEUTRAL BUS
1/0 AWG, 1" PVC
STRUCTURALSTEEL
#6 AWG 3/4" PVC
3/4" X 10'-0" COPPER-CLAD STEEL DRIVEN GROUND RODS SPACED 20'-0"APART.
400A METER CENTER
M
METER JUMPER
WATER METER
G
N
MAIN BONDING JUMPER
EQUIPMENT GROUNDING BUS BONDED TO ENCLOSURE
NOTE:A. REFER TO SPECIFICATIONS FOR CONDUIT REQUIREMENTS.
ALL CONDUIT EXPOSED ABOVE GRADE SHALL BE RIGIDSTEEL OR IMC. CONDUIT THROUGH FOUNDATION WALLSAND 5' EITHER SIDE SHALL BE PVC-COATED RIGID STEEL.PVC CONDUIT SHALL NOT BE USED ABOVE GRADE.
B. PROVIDE ARC FLASH WARNING PER NEC 110.16.
C. ALL PANELS SHALL BE PROVIDED WITH TYPED SCHEDULESAND MAPS AS REQUIRED BY THE AHJ.
D. ALL PANELS SHALL BE PROVIDED WITH ENGRAVED LABELSINDICATING FAULT CURRENT AVAILABLE AND DATECALCULATED. COORDINATE WITH UTILITY.
GRADE
GND PERNEC AND DETAIL
120/208V, 3PH/4W MODULAR METER CENTER WITH TEST BYPASS PER UTILITY REQUIREMENTS, BY EC. PROVIDE ENGRAVED LABELS WITH TENANT ADDRESS RIVETED ONTO METER ENCLOSURE. METERS BY UTILTIY .
PVC-COATED GRC SWEEP (TYP. OF ALL UNDERGROUND SWEEPS BY EC).
UTILITY TRANSFORMER
TRANSFORMER PAD/VAULT BY EC. COORDINATE REQUIREMENTS
WITH UTILITY.
PULL BOX MODULE PER UTILITY REQUIREMENTS WITH 400A BUS.
(1) 4" CONDUIT TO UTILITY POINT OF CONNECTION FOR UTILITY PRIMARY CONDUCTORS. CONDUIT, TRENCH, &
BACKFILL BY EC, CONDUCTORS BY UTILITY. PROVIDE LONG RADIUS FIBERGLASS SWEEPS PER UTILITY
REQUIREMENTS. COORDINATE CONNECTION POINT AND ROUTING REQUIREMENTS WITH GC, CIVIL, AND UTILITY.
(4) #3/0 AWG &(1) #6 AWG GNDIN A 2-1/2" C. EA.
TBF
TBF
ADDRESS
ADDRESS
200A/3P
200A/3P
TO PANELS
(1) 4" CONDUIT BY EC. SECONDARY CONDUCTORS BY
UTILITY. TREANCH AND BACKFILL BY EC. COORDINATE.
WE
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ARCK
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. D
URBIN
, SU
ITE 2
05 ▪
CASPER, W
Y 8
2601
PH
ON
E:
(307)
234-9
484 ▪
FAX:
(307)
234-5
494
PROJECT #:
DATE:
DRAWN BY:
3535
WE
ST
12t
h S
TR
EE
T .
GR
EE
LE
Y, C
OL
OR
AD
O 8
0634
T:
970.
888.
3273
606
SO
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H D
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TRE
ET
. CA
SP
ER
, WY
OM
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826
01 T
: 30
7.23
4.89
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WPE#
BC19045
11
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1:5
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ELECTRICALDETAILS,
SCHEDULES &SPECIFICATIONS
E4.1
ASM
TR
UE
LA
ND
AN
D R
EA
LT
Y L
LC
BL
DG
SH
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LS
B &
C A
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AS
SC
en
ten
nia
l H
ills
Blv
d,
Casp
er,
WY
82609
2065/19045
11/07/2019
No. Revision Description Date
1. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION.2. +HOMERUN VIA EXTERIOR LIGHTING CONTACTOR.
TOTAL CONNECTED LOAD: 3073 W 3125 W 3422 W AMPS: 27 A LOAD: 9620 W
41 SPARE 20 A 1 0 2882 42
39 SPARE 20 A 1 0 2882 40
37 SPARE 20 A 1 0 2882
3 40 A 8 ROOF TOP UNIT
38
35 SPARE 20 A 1 0 540 1 20 A 12 EXT & ROOFTOP REC 36
33 SPARE 20 A 1 0 243 1 20 A 12 CRAWL SPACE LIGHT, REC, & EF 34
31 SPARE 20 A 1 0 0 1 20 A SPARE 32
29 SPARE 20 A 1 0 0 1 20 A SPARE 30
27 SPARE 20 A 1 0 0 1 20 A SPARE 28
25 SPARE 20 A 1 0 0 1 20 A SPARE 26
23 SPARE 20 A 1 0 0 1 20 A SPARE 24
21 SPARE 20 A 1 0 0 1 20 A SPARE 22
19 SPARE 20 A 1 0 0 1 20 A SPARE 20
17 SPARE 20 A 1 0 0 1 20 A SPARE 18
15 SPARE 20 A 1 0 0 1 20 A SPARE 16
13 SPARE 20 A 1 0 0 1 20 A SPARE 14
11 SPARE 20 A 1 0 0 1 20 A SPARE 12
9 SPARE 20 A 1 0 0 1 20 A SPARE 10
7 SPARE 20 A 1 0 0 1 20 A SPARE 8
5 SPARE 20 A 1 0 0 1 20 A SPARE 6
3 SPARE 20 A 1 0 0 1 20 A SPARE 4
1 +EXTERIOR BUILDING LTG 12 20 A 1 191 0 1 20 A SPARE 2
CKT ITEM FEDWIRESIZE
AMPS POLES A (WATTS) B (WATTS) C (WATTS) POLES AMPSWIRESIZE
ITEM FED CKT
MOUNTING: SURFACE FEEDER SIZE: REFER TO POWER DISTRIBUTION DIAGRAM MAIN TYPE: TYPE 1
AIC RATING: 22,000A LOCATION: MAIN CONNECTION: MLOC2VOLTS: 120/208 Wye PHASES: 3 WIRE: 4 MAIN CAPACITY: 225 A
TYPICAL
ELECTRICAL SPECIFICATIONS
GROUNDING AND BONDING: PROVIDE A SEPARATE, INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR FOR ALL NEW FEEDERS; RECEPTACLES;LIGHTING; AND SPECIAL EQUIPMENT CONNECTIONS. WHERE GROUND CONDUCTORS ARE REQUIRED, CONDUIT SIZES SHALL BE INCREASED ASNECESSARY TO MEET THE NEC CONDUIT FILL REQUIREMENTS. PROVIDE BONDING OF ALL RACEWAYS 2” AND LARGER; PIPE; DUCT; AND OTHER METALOBJECTS ENTERING EQUIPMENT ENCLOSURES. USE BARE COPPER CONDUCTOR, SIZED PER NEC REQUIREMENTS. TERMINATE EACH END OF AGROUNDING OR BONDING CONDUCTOR ON A SUITABLE LUG, BUS, OR BUSHING.
WIRE AND CABLE: ALL WIRE AND CABLE FOR FEEDER AND BRANCH CIRCUITS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THENEC AND SHALL MEET ALL RELEVANT ASTM SPECIFICATIONS. CONDUCTORS SHALL BE 600 VOLT RATED, COATED SOFT-DRAWN COPPER ANDUNSOFT-DRAWN COPPER AND UNLESS OTHERWISE NOTED, SHALL HAVE TYPE THWN OR THHN INSULATION. ALUMINUM CONDUCTORS SHALL NOT BEUSED. MC CABLE SHALL NOT BE USED. ALL BRANCH CIRCUITS AND FEEDERS SHALL BE PROVIDED WITH AN EQUIPMENT GROUNDING CONDUCTOR; INGENERAL, THESE CONDUCTORS ARE NOT SHOWN. ALL 120V CIRCUITS SHALL BE PROVIDED WITH SEPARATE, DEDICATED NEUTRAL CONDUCTORS.CONTRACTOR SHALL INCREASE CONDUIT SIZE AS REQUIRED TO MEET NEC CONDUIT FILL REQUIREMENTS.
CONNECTIONS TO SPECIAL EQUIPMENT: SPECIAL EQUIPMENT IS HEREBY DEFINED AS ALL EQUIPMENT THAT IS NOT SPECIFIED UNDER THIS CONTRACT,BUT REQUIRES CONNECTIONS BY THIS CONTRACTOR, AS INDICATED ON THE DRAWINGS. SUCH CONNECTIONS SHALL BE PERFORMED BY THISCONTRACTOR. THIS CONTRACTOR SHALL VERIFY THE LOCATIONS OF SUCH CONNECTION BY SECURING FROM THE EQUIPMENT SUPPLIER’S TEMPLATES,DETAIL DRAWINGS AND ROUGHING IN MEASUREMENTS. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR RESPONSIBLE FOR FURNISHING SUCHEQUIPMENT IS ALSO RESPONSIBLE FOR SETTING THE EQUIPMENT IN PLACE.
PULL BOXES AND JUNCTION BOXES: PULL BOXES AND JUNCTION BOXES ARE GENERALLY NOT INDICATED ON DRAWINGS EXCEPT FOR SPECIALREQUIREMENTS. THIS CONTRACTOR SHALL INSTALL PULL BOXES OR JUNCTION BOXES AS REQUIRED TO FACILITATE WIRE PULLING. PULL BOXES ANDJUNCTION BOXES SHALL BE GALVANIZED CODE GAUGE STEEL WITH REMOVABLE OR HINGED COVERS AND SHALL BE SIZED AS REQUIRED. PULL BOXESAND JUNCTION BOXES SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS AND SHALL NOT BE INSTALLED IN FINISHED SPACES.
OUTLET BOXES: OUTLET BOXES SHALL BE AT LEAST 1-1/2 INCHES DEEP, OR GANG STYLE TYPE OF SIZE TO ACCOMMODATE DEVICES NOTED. OUTLETBOXES ON EXPOSED CONDUIT RUNS IN UNFINISHED AREAS AND EQUIPMENT ROOMS SHALL BE 4 INCH SQUARE. ALL OUTLET BOXES SHALL BE CONCEALEDEXCEPT WHERE SHOWN OR NOTED OTHERWISE. THIS CONTRACTOR SHALL VERIFY TYPE AND DEPTH OF FINISHED SURFACE SO THAT OUTLET WILL BEFLUSH. IN EXTERIOR LOCATIONS, CAST ALUMINUM TYPE FS OR FD BOXES SHALL BE USED.
PANELBOARDS: SHALL BE RATED FOR 120/208 VOLTS, THREE PHASE, DEAD FRONT CONSTRUCTION. CIRCUIT BREAKERS SHALL BE BOLT ON THERMALMAGNETIC TYPE, QUICK-MAKE, QUICK-BREAK, A.C. RATED WITH A TRIP INDICATION DIFFERENT FROM THE ON OR OFF POSITION. MULTIPOLE BREAKERSSHALL BE COMMON TRIP WITHOUT RELYING ON HANDLE TIES. ALL PANELS SHALL BE PROVIDED WITH DOOR-IN-DOOR TRIM. BRANCH PANELS SHALL BESIMILAR TO SQUARE D, TYPE NQ, OR EQUAL BY GENERAL ELECTRIC, ITE-SIEMENS, OR CUTLER-HAMMER. ALL PANELS SHALL HAVE A MINIMUM INTERRUPTRATING OF 22,000A OR AS INDICATED IN THE PANEL SCHEDULES. PROVIDE INTEGRAL SURGE PROTECTIVE DEVICES (SPD) FOR PANELS WHERESCHEDULED. SPD’S SHALL BE FURNISHED AND INSTALLED BY THE PANEL MANUFACTURER. REFER TO PANEL SCHEDULES AND POWER DISTRIBUTIONDIAGRAM FOR ADDITIONAL REQUIREMENTS.
METER CENTERS: THE 400A MODULAR METER CENTERS SHALL BE RATED FOR 120/208 VOLTS, THREE PHASE, DEAD FRONT CONSTRUCTION, NEMA 3R, ANDSHALL EACH CONSIST OF A SERVICE ENTRANCE PULL BOX MODULE, AND (1) TWO METER COMMERCIAL MODULE. ALL METER MODULES SHALL HAVE ATEST BLOCK BYPASS. CIRCUIT BREAKERS SHALL BE BOLT-ON THERMAL MAGNETIC TYPE, QUICK-MAKE, QUICK-BREAK, A.C. RATED WITH A TRIP INDICATIONDIFFERENT FROM THE ON OR OFF POSITION. MULTI-POLE BREAKERS SHALL BE COMMON TRIP WITHOUT RELYING ON HANDLE TIES. METER CENTERSSHALL BE SIMILAR TO SQUARE D EZ METER-PAK, OR EQUAL BY GENERAL ELECTRIC, SIEMENS, OR CUTLER-HAMMER. ALL SERVICE ENTRANCE MODULESSHALL HAVE A MINIMUM INTERRUPT RATING OF 42,000A. REFER TO POWER DISTRIBUTION DIAGRAM FOR ADDITIONAL REQUIREMENTS.
SAFETY SWITCHES: SHALL BE HEAVY DUTY 250 VOLT, QUICK-MAKE, QUICK-BREAK OPERATION, HORSEPOWER RATED, NEMA-1 ENCLOSURE NON-FUSEDUNLESS NOTED FUSED, AND OF THE SIZE SHOWN ON THE DRAWINGS OR AS REQUIRED BY CODE. SAFETY SWITCHES SHALL BE OF THE SAMEMANUFACTURE AS PANELBOARDS AND WHERE SHOWN AS WEATHERPROOF SHALL HAVE A NEMA 3R ENCLOSURE.
FUSES: ALL MOTORS SHALL BE PROTECTED BY DUAL-ELEMENT FUSES ABLE TO CARRY 500% OF RATING FOR A MINIMUM OF 10 SECONDS, AND SIZED AT125% OF THE ACTUAL NAME PLATE AMPERE RATING. FUSES SHALL BE BUSSMAN-FUSETRON, FRN (250V), OR EQUAL.
MOTOR AND EQUIPMENT WIRING: THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MOTOR STARTERS EXCEPT IN PACKAGE ORPREWIRED UNITS AS SHOWN ON DRAWINGS. ALL MOTORS WILL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR, BUT SHALL BECONNECTED BY THE ELECTRICAL CONTRACTOR. SINGLE PHASE FRACTIONAL HORSEPOWER MOTORS SHALL HAVE MANUAL THERMAL ELEMENTSTARTERS. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL MOTORS HAVE THE PROPER THERMAL OVERLOADPROTECTION. ALL STARTERS FOR SINGLE-PHASE MOTORS NOT REQUIRING OVERLOAD PROTECTION SHALL BE SIERRA SERIES NO. 5011. ALL STARTERSREQUIRING OVERLOAD PROTECTION SHALL BE SQUARE D, CLASS 2510, OR EQUAL, NEMA 1 OR 3R IF INSTALLED ON THE EXTERIOR OF THE BUILDING.
WIRING DEVICES: SWITCH OUTLET - 20A, 120V, HUBBELL #1221 SERIES, WHITE. RECEPTACLE OUTLET - 20A, 120V, 2 WIRE GROUNDING, HUBBELL #HBL5362SERIES, WHITE. GROUND FAULT RECEPTACLE OUTLET – 20A, 120V, 2 WIRE GROUNDING, WHITE, HUBBELL #GF5362 SERIES. OUTLET PLATES - FINISHEDAREAS SHALL HAVE NYLON COVERPLATES, WHITE. WEATHERPROOF COVERS SHALL BE IN-USE TYPE, HORIZONTAL CAST ALUMINUM, HUBBELL #WP26MHOR EQUIVALENT.
TEMPERATURE CONTROL EQUIPMENT: FURNISH AND INSTALL CONDUIT, WIRE AND CONNECTIONS FOR TEMPERATURE CONTROL EQUIPMENT ASINDICATED. ALL THERMOSTATS WILL BE FURNISHED TO THIS CONTRACTOR FOR ROUGH-IN AND INSTALLATION. THIS CONTRACTOR SHALL COORDINATEALL TEMPERATURE CONTROL REQUIREMENTS WITH THE MECHANICAL CONTRACTOR PRIOR TO ANY ROUGH-IN WORK.
LIGHTING FIXTURES & CONTROL: PROVIDE LIGHTING FIXTURES AND DRIVERS AS SCHEDULED ON THE DRAWINGS.
ELECTRICAL SPECIFICATIONS
DRAWINGS AND MEASUREMENTS: THE DRAWINGS ARE NOT INTENDED TO BE SCALED FOR ROUGHING-IN MEASUREMENTS NOR TO SERVE AS SHOPDRAWINGS. THE CONTRACTOR SHALL CONSULT EXISTING CONDITIONS AND EQUIPMENT DRAWINGS FOR DIMENSIONS, OBSTRUCTIONS AND LOCATIONSOF EQUIPMENT. PANELS, CABINETS, AND SPECIAL EQUIPMENT ARE SHOWN ON THE DRAWINGS ONLY IN A SCHEMATIC MANNER AND NOT NECESSARILY INTHEIR SPECIFIC LOCATION.
ORDINANCES, PERMITS AND CODES: ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE CURRENT ADOPTED EDITION OF THE CITY ELECTRICALORDINANCES, OSHA, STATE ELECTRICAL LAWS AND STATUTES AND NATIONAL ELECTRICAL CODE (NEC) AND BE SUBJECT TO THE INSPECTION OF THESEDEPARTMENTS. ALL FEES, PERMITS, LICENSES, ETC., NECESSARY IN ORDER TO COMPLETE THE WORK OF THIS SECTION SHALL BE PAID BY THISCONTRACTOR.
WORKMANSHIP: THE INSTALLATION WORK INCLUDED IN THIS SPECIFICATION SHALL BE PERFORMED IN A NEAT WORKMANLIKE MANNER BY MENEXPERIENCED AND SKILLED IN THE ELECTRICAL TRADE. ONLY THE BEST QUALITY WORKMANSHIP WILL BE ACCEPTED. ALL EXPOSED PARTS OF THEELECTRICAL WIRING SYSTEMS SUCH AS EXPOSED CONDUITS, FLUSH PLATES, CABINET TRIM, FIXTURES, ETC. (INCLUDING THOSE ABOVE ACCESSIBLECEILINGS), SHALL BE SQUARE AND TRUE WITH THE BUILDING CONSTRUCTION.
SHOP DRAWINGS: SHOP DRAWINGS MUST BE SUBMITTED FOR ALL MATERIALS AND EQUIPMENT UNLESS OTHERWISE STATED. NO SHOP DRAWINGS AREREQUIRED FOR CONDUIT AND WIRE. SHOP DRAWINGS MUST FIRST BE CHECKED BY THE CONTRACTOR FOR SPACE CONFORMANCE AND FORPERFORMANCE CHARACTERISTICS ESTABLISHED BY PLANS AND/OR SPECIFICATION, AND SO STAMPED. CONTRACTOR'S STAMP SHALL INCLUDE NAME ANDADDRESS OF CONTRACTOR, SPECIFICATION PARAGRAPH, AND THE FOLLOWING STATEMENT: "ITEM(S) HAS (HAVE) BEEN CHECKED FOR COMPLIANCE WITHSPECIFICATION REQUIREMENTS AND SPACE LIMITATIONS AND WILL MEET THESE CONDITIONS; CHECKED BY; DATE." SHOP DRAWINGS NOT STAMPED ASSPECIFIED WILL BE RETURNED TO THE CONTRACTOR WITHOUT ACTION. CONTRACTOR MUST SUBMIT A MINIMUM OF 5 SETS OF COMPLETE DRAWINGS TOA/E.
OPERATING AND MAINTENANCE INSTRUCTIONS: PREPARE TWO PORTFOLIOS EACH WITH A COMPLETE SET OF EQUIPMENT SHOP DRAWINGS USED IN THEINSTALLATION OF THE ELECTRICAL SYSTEM. PROVIDE TESTING, CLEANING, AND MAINTENANCE INSTRUCTIONS, A LIST OF MATERIALS FOR MAINTENANCE,PARTS LISTS, WIRING DIAGRAMS, CONTROL DIAGRAMS, BALANCE REPORTS, AND NAME AND ADDRESS OF THE AUTHORIZED SERVICE ORGANIZATION.ALSO INCLUDE ONE SET OF AS-BUILT DRAWINGS. INFORMATION SHALL BE FOLDED, IF NECESSARY AND BOUND IN 8-1/2" X 11" HARD COVER, INDEXED,LOOSELEAF BINDER. MULTIPLE BINDERS SHALL BE USED IF REQUIRED TO CONTAIN MATERIAL. CONTRACTOR SHALL INCLUDE AN ELECTRONIC COPY ASWELL AS A BOUND SET. ALL MATERIAL SHALL BE PROPERLY IDENTIFIED WITH JOB NAME, DATE, AND NAME AND ADDRESS OF CONTRACTOR, ARCHITECT,AND ENGINEER. PORTFOLIOS SHALL BE TURNED OVER TO THE OWNER AT THE FINAL INSPECTION. CONTRACTOR SHALL INSTRUCT OWNER'S PERSONNELIN THE OPERATION, CONTROL, AND MAINTENANCE OF ALL EQUIPMENT AND SYSTEMS.
AS-BUILT DRAWINGS: DURING CONSTRUCTION, EACH TRADE SHALL KEEP TRACK OF THE MAJOR CHANGES IN AND REROUTING OF CONDUIT ANDEQUIPMENT, AND SHALL NOTE THESE IN RED ON ONE SET OF DRAWINGS. THIS SET OF DRAWINGS SHALL BE SUBMITTED WITH THE OPERATION ANDMAINTENANCE MANUALS NEAR THE COMPLETION OF THIS PROJECT.
GUARANTEE: THIS CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DEFECTS WHICH MAY DEVELOP IN ANY PART OF HIS WORK CAUSED BY FAULTYWORKMANSHIP, MATERIAL OR EQUIPMENT, AND AGREES TO REPLACE, REPAIR, OR ALTER, AT HIS EXPENSE, ANY SUCH FAULTY WORKMANSHIP, MATERIALOR EQUIPMENT THAT HAS BEEN BROUGHT TO HIS ATTENTION DURING A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL CERTIFICATE FOR PAYMENT.ACCEPTANCE OF THE WORK SHALL NOT WAIVE THIS GUARANTEE.
QUALITY ASSURANCE: ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND OF BEST QUALITY, OF THE TYPE BEST SUITED FOR THE PURPOSE INTENDED,AND BE MADE BY NATIONALLY RECOGNIZED AND SUBSTANTIALLY ESTABLISHED MANUFACTURERS. ALL ELECTRICAL MATERIALS USED IN THIS WORKSHALL BE LISTED BY THE UNDERWRITERS LABORATORIES, INC., WHERE TESTING IS PROVIDED AND SHALL BEAR THEIR LABEL.
CUTTING AND PATCHING: IN EXISTING CONSTRUCTION THIS CONTRACTOR SHALL PERFORM ALL CUTTING REQUIRED AND ALL NECESSARY PATCHINGAFTER COMPLETION TO RESTORE THE SURFACE TO ITS ORIGINAL CONDITION, UNLESS OTHERWISE INDICATED. THIS CONTRACTOR SHALL NOT ENDANGERTHE STABILITY OF THE STRUCTURE BY CUTTING OR DIGGING.
EQUIPMENT IDENTIFICATION AND CLEANUP: ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH IDENTIFICATION INDICATING ITS USE OR FUNCTION.EQUIPMENT TO BE IDENTIFIED SHALL INCLUDE PANELBOARDS, SPECIAL PANELS, MOTOR STARTERS, SPECIAL CONTROL SWITCHES, SPECIALRECEPTACLES, JUNCTION BOXES AND EMPTY CONDUITS PROVIDED FOR FUTURE USE. PERMANENTLY MARK ON JUNCTION BOX COVERS (INSIDE OFCOVER WHERE LOCATED IN FINISHED AREAS) VOLTAGE AND CIRCUIT NUMBER ASSOCIATED WITH THAT BOX. CONDUIT AND JUNCTION BOXES ASSOCIATEDWITH THE FIRE ALARM SYSTEM SHALL BE PAINTED RED (PAINT THE INSIDE OF JUNCTION BOX COVER WHEN LOCATED IN A FINISHED AREA). ALLELECTRICAL EQUIPMENT MUST BE KEPT COMPLETELY PROTECTED FROM WEATHER ELEMENTS, PAINTING, ETC. UNTIL THE BUILDING IS SUBSTANTIALLYCOMPLETED. DAMAGE FROM RUST, PAINT, SCRATCHES, ETC., SHALL BE CORRECTED AS DIRECTED BY THE A/E.
RACEWAY: ALL WIRING SHALL BE INSTALLED IN RACEWAY; RIGID METAL CONDUIT, ELECTRICAL METALLIC TUBING, FLEXIBLE METAL CONDUIT, OR PVC.HEAVY WALL, GALVANIZED STEEL, OR INTERMEDIATE STEEL CONDUIT SHALL BE USED IN ALL RUNS WHERE REQUIRED FOR MECHANICAL PROTECTION,EMT MAY BE USED IN FURRED CEILING AREAS, INTERIOR PARTITIONS, AND SURFACE MOUNTED IN EQUIPMENT ROOMS. EMT SHALL NOT BE USED IN SLABON GRADE OR WHERE EXPOSED TO MOISTURE OR EARTH. PVC MAY BE USED IN SLAB ON GRADE OR WHERE EXPOSED TO MOISTURE OR EARTH. ALLUNDERGROUND CONDUIT WITHIN 5' OF FOUNDATION WALLS (EITHER SIDE) SHALL BE PVC-COATED RIGID STEEL. ALL UNDERGROUND SWEEPS THAT TURNUP FROM BELOW GRADE OR THAT ARE 2" OR LARGER SHALL BE RIGID STEEL. WHERE RIGID STEEL CONDUIT OR SWEEPS ARE IN CONTACT WITH THEEARTH, CONDUITS SHALL BE PVC-COATED RIGID STEEL. ALL EXTERIOR CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID STEEL OR INTERMEDIATEMETAL CONDUIT.
RACEWAY FITTINGS: ON ALL CONDUIT SYSTEMS THE CONNECTOR FITTING SHALL BE OF THE INSULATED THROAT TYPE. WHERE RIGID CONDUIT ISCONNECTED TO A THREADLESS BOX, DOUBLE LOCKNUT METHOD SHALL BE USED. ALL CONDUIT FITTINGS SHALL BE OF STEEL CONSTRUCTION.MALLEABLE IRON FITTINGS SHALL NOT BE USED ON ANY CONDUITS. INDENTER FITTINGS SHALL NOT BE USED FOR EMT. SET SCREW FITTINGS MAY BEUSED FOR EMT IN DRY LOCATIONS.
RACEWAY INSTALLATIONS: CONDUITS SHALL BE SIZED AS NOTED OR AS REQUIRED BY NEC FOR NUMBER AND SIZE OF CONDUCTORS INSTALLED EXCEPTTHAT 3/4 INCH SHALL BE MINIMUM SIZE FOR BRANCH CIRCUIT HOMERUNS. ALL CONDUIT AND RACEWAYS SHALL BE SECURELY POSITIONED BYGALVANIZED STEEL STRAPS, CLAMPS, AND HANGERS WITH SUITABLE FASTENINGS. CADDY FASTENERS AS MANUFACTURED BY ERICO PRODUCTS AREACCEPTABLE SUPPORT DEVICES WHERE APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. EXPOSED CONDUITS SHALL BE RUN PARALLELTO AND AT RIGHT ANGLES TO CONSTRUCTION LINES AND NEATLY GROUPED AND SUPPORTED WITH APPROVED CONDUIT HANGERS OR CHANNELSUPPORTS.
LIGHTING FIXTURE SCHEDULEFIXTURE
MARK FIXTURE TYPEFIXTURE
DIFFUSER VOLTAGELAMP NUMBER
AND WATTS LAMP TYPEMOUNTING
TYPE MOUNTING HEIGHT MANUFACTURER MODEL COMMENTS
C VAPOR PROOF CLEAR GLASS 120 LED - 10W LED, 2700K,80CRI
WALL ORCEILING
WITHIN CRAWL SPACE ATACCESS HATCH
STONCO; HUBBELL;ORACLE
VWXL-11-GC; EQUAL PROVIDE LED 60W EQUIVALENT, CREE A19P-60W-27K-E26-80CRI
E1 EXTERIOREMERGENCY
LIGHT
ACRYLIC UNIV LED - 24W LED, 5000K WALL ABOVE STORE FRONT LIGHTALARMS; DLE;MULE LIGHTING
CAMRAY SERIES; EQUAL 500 LUMENS, DIE CAST ALUMINUM HOUSING, EMERGENCY BATTERY W/ SELF DIAGNOSTICS,COORDINATE FINISH WITH ARCHITECT
W WALL SCONCE WHITEACRYLIC
MVOLT LED - 15W LED, 4000K,83CRI
WALL COORDINATE W/ ARCH. VISA; FC LIGHITNG OW1045 L40K-H-MVOLT; EQUAL 1400 LUMENS, COORDINATE FINISH WITH ARCHITECT
WE WALL SCONCE ACRYLIC MVOLT LED - 29W LED, 4000K,70CRI
WALL 10' AFF LITHONIA; HUBBELL;ELCAST LIGHTING
WSR LED P2 40K SR3 MVOLT E20WC; EQUAL 3,139 LUMENS, EMERGENCY BATTERY, COORDINATE FINISH WITH ARCHITECT
GENERAL NOTES:
1 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL TRIM TYPES (FLANGE KITS, ETC.). COORDINATE WITH REFLECTED CEILING PLAN.
2 ALL LED FIXTURES SHALL BE DESIGNLIGHTS CONSORTIUM QUALIFED (DLC).
3 COORDINATE ELEVATION OF ALL WALL MOUNT FIXTURES WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH-IN.
4 ELECTRICAL CONTRACTOR IS RESPOSIBLE FOR ALL ACCESSORIES AND LOW VOLTAGE CABLING REQUIRED FOR LIGHTING CONTROLS.
STARTER DISCONNECT SCHEDULEUNITTYPE
UNITNUMBER
MOTOR
VOLTAGE PHASESSTARTER
TYPE
STARTERNEMASIZE
STARTERENCLOSURE
TYPESTARTER KEY
FEATURES CONTROLDISCONNECTSWITCH SIZE
DISCONNECTFUSE SIZE COMMENTSHP MCA
EF 1 0 hp 1 A 120 V 1 MMS - - - CONTINUOUS MMS - WIRE FOR CONTINUOUS OPERATION.
EF 2 0 hp 1 A 120 V 1 MMS - - - CONTINUOUS MMS - WIRE FOR CONTINUOUS OPERATION.
EF 3 0 hp 1 A 120 V 1 MMS - - - CONTINUOUS MMS - WIRE FOR CONTINUOUS OPERATION.
EF 4 0 hp 1 A 120 V 1 MMS - - - CONTINUOUS MMS - WIRE FOR CONTINUOUS OPERATION.
RTU 1 5 hp 28 A 208 V 3 INTEGRAL - - - TCC SEECOMMENTS
N/A UNIT PROVIDED WITH NF DISCONNECT BY MECHANICAL. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INTERCONNECTIONS AS REQUIRED.COORDINATE.
RTU 2 5 hp 28 A 208 V 3 INTEGRAL - - - TCC SEECOMMENTS
N/A UNIT PROVIDED WITH NF DISCONNECT BY MECHANICAL. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INTERCONNECTIONS AS REQUIRED.COORDINATE.
RTU 3 5 hp 28 A 208 V 3 INTEGRAL - - - TCC SEECOMMENTS
N/A UNIT PROVIDED WITH NF DISCONNECT BY MECHANICAL. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INTERCONNECTIONS AS REQUIRED.COORDINATE.
RTU 4 5 hp 28 A 208 V 3 INTEGRAL - - - TCC SEECOMMENTS
N/A UNIT PROVIDED WITH NF DISCONNECT BY MECHANICAL. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INTERCONNECTIONS AS REQUIRED.COORDINATE.
GENERAL NOTES:
1 PROVIDE ALL MOTORS OVER 5 HP WITH SOLID STATE OVERLOADS
2 COORDINATE EXACT REQUIREMENTS WITH MECHANICAL SHOP DRAWINGS PRIOR TO ORDERING EQUIPMENT OR RUNNING FEEDERS.
3 PROVIDE ALL STARTERS WITH 2 N.O & 2 N.C. AUXILIARY INTERLOCKING RELAYS.
NO SCALE1ELECTRIC OUTLET IN WALL
NO SCALE3GROUNDING CONDUCTOR CONNECTION IN DEVICE BOX
NO SCALE2RACEWAY / WIRING IDENTIFICATION
NO SCALE4EXTERIOR LIGHTING CONTROL DIAGRAM - TYPICAL
NO SCALE5GROUNDING ELECTRODE DIAGRAM - TYPICAL
NO SCALE6POWER DISTRIBUTION DIAGRAM - TYPICAL
RTSM. R
OR
Date
17468
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