true land and realty llc bldg shells b &c at the …...a6.0 building sections a6.1 building...

JOB # SET #

BLDG SHELLS B &C AT THE COMPASS

TRUE LAND AND REALTY LLC

2065

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90% CONSTRUCTION DRAWINGS

PROJECT TEAMCLIENT TRUE COMPANY

455 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 WWC 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

WES HAYDEN5613 DTC PKWY, SUITE 450GREEN VILLAGE, COLORADO 80111ATTN: JAMIE SCHWARTZATTN: RYAN WILSON

(303) 221-1249

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

S4.1 FOUNDATION 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

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

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) 234-9484S5.0 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

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A101BUILDING SECTIONS

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A101WALL SECTIONS

A101

1ENLARGED FLOOR PLAN &PLAN DETAIL CALLOUTS

NameElevation ELEVATION SYMBOL

ROOM NAME

230 ROOM DESIGNATION

101 DOOR NUMBER

WINDOW NUMBER

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WALL TAG DESIGNATION

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A101DETAIL SECTIONS

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CONSTUCTIO

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DOCUM

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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 2605.2. 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.

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

ICE AND WATER SHIELD

3/4" TREATED PLYWOOD SHEATHING

SHEET METAL FLASHING


6" METAL STUD

2" METAL STUD

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


2" RIGID INSULATION

5/8" TYPE "X" GYP. BD. ON 6" METAL STUDS @ 16" O.C. FILLED WITH BATT INSULATION

AIR SPACE

WEATHER SHEILD


RIGID INSULATION


2 1/4" THICK DRY STACKED STONE

AIR SPACE

WEATHER SHEILD


RIGID 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


WEATHER SHEILD


RIGID INSULATION


RIGID INSULATION


EW6



2 1/4" THICK DRY STACKED STONE

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SPECIFICATIONS

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1" = 1'-0"

ASSEMBLIES1" = 1'-0"

EXTERIOR WALL ASSEMBLIES

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: 3,179 S.F. - BUILDING B3,073 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 = 3,073 s.f.

BUSINESS AREA = 3,179 s.f.

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BUILDING CODE DATA

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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

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

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ARCHITECTURALSITE PLAN

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1" = 20'-0"A1.4

1 Site Plan

2

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1

1

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 = 115 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 IS PERMITTED. COARSE AGGREGATE SHALL HAVE A MINIMUM OF 50% FRACTURED FACES IN A #4 PLUS ROCK.

3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A-615, #4 AND LARGER BARS TO BE GRADE 60 (ONLY #3 TIES MAY BE GRADE 40). 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 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 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.7. STANDARD HEADERS SHALL BE DESIGNED AND SUPPLIED BY STEEL JOIST MANUFACTURER BASED ON THE

LIVE LOADS NOTED ABOVE AND SUPERIMPOSED DEAD LOADS. JOISTS SUPPORTING HEADERS SHALL BE DESIGNED ACCORDINGLY.

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: 1/2" APA RATED, EXTERIOR 32/16, 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 2012 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.

PROJECT #:DATE:DRAWN BY:

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GENERAL NOTES

S1.1

CEP

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S B

&C

20658/20/19

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CD

W

S

E

PLANNORTH

TRUENORTH


B

1 2 3 4 5 6 7

3' -

6"33

' - 6

"

1' -

0"

2' -

3"0'

- 7

3/4"

3' -

4"0'

- 8

1/4"

8' -

10"

16' -

3"

0' -

6"

3' - 0"0' - 6"

15' - 0" 15' - 0" 10' - 0" 17' - 0" 15' - 0" 12' - 0"0' - 6"

3' - 0" 4' - 6"0' - 6"

A.5

93' - 0"

15' - 0" 16' - 0" 9' - 6" 16' - 6" 16' - 0" 20' - 0"

5' -

0"

A

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 - 14

(96'-0")

DP 18 - 12(96'-0")

DP 18 - 22(96'-0")

DP 18 - 10(96'-0")

DP 18 - 10(96'-0")

DP 18 - 10(96'-0")

DP 18 - 22(96'-0")

DP 18 - 10(96'-0")

DP 18 - 12(96'-0")

DP 18 - 10(96'-0") DP 18 - 10

(96'-0")

DP 18 - 12(96'-0")

DP 18 - 10(96'-0")

33' -

6"

3' -

6"

0' - 6" 0' - 6" 0' - 6"0' - 6"

3' - 4" 7' - 4" 3' - 4"

0' - 6"0' - 6" 0' - 6"

0' - 6"3' - 4" 7' - 4" 3' - 4"

0' - 6"0' - 6" 11' - 6" 7' - 6" 1' - 0"

85' - 0"

1' -

0"4'

- 0"

1S4.1

2S4.1

2S4.1

8S4.1

P1

P1 P1P1

4S4.1

P2P2 P2 P2 P2

P2

S4.17

S4.15

3S4.1

0' -

6" 0' -

6"

4' -

0"

DP 18 - 12(96'-0")

GB-2 GB-2

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 S3.11- 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"

15' -

9"

1' -

0"3'

- 0"

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")

8

P1

DP 18 - 10(96'-0")


DP 18 - 10(96'-0")

DP 18 - 10(96'-0")






DP 18 - 12(96'-0")

ELEV 98' - 0"


606 S

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PIER AND GRADEBEAM PLAN - PAD C

S2.1

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1/4" = 1'-0"S2.11 PIER AND GRADE BEAM PLAN - PAD C


W

S

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PLANNORTH

TRUENORTH

B

10 11 12 13 14 15 16

A.5

A

33' -

6"

3' -

6"

1' -

0"0'

- 6"

0' -

8 1/

4"3'

- 4"

0' -

7 3/

4"10

' - 7

"15

' - 9

"0'

- 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"4'

- 0"

33' -

6"

3' -

6"1S4.1

2S4.1

2S4.1

P1P1P1

P1

P2P2P2P2P2

P2

8S4.1

S4.17

S4.15

3S4.1

5' -

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")

GB-2

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"

7' -

9"1'

- 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 S3.11- 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"

DP 24 - 10(96'-0")

DP 24 - 10(96'-0")

DP 24 - 10(96'-0") P2

P2

DP 24 - 10(96'-0")

9

DP 24 - 10(96'-0")






SIMPSON S/HDU9 HOLD DOWNSIMPSON S/HDU9

HOLD DOWNSIMPSON S/HDU9

HOLD DOWN


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S2.2

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1/4" = 1'-0"S2.21 PIER AND GRADE BEAM PLAN - PAD B

W

S

E

PLANNORTH

TRUENORTH

BB

1 2 3 4 5 6 7

1' - 6" 12' - 0" 1' - 6" 4' - 6" 6' - 0" 4' - 6" 3' - 0" 12' - 0" 2' - 0" 4' - 6" 6' - 0" 4' - 6" 12' - 0" 8' - 0"

3' -

6"16

' - 3

"0'

- 6"

A.5A.5 14K3

14K3

10K1

16K4

14K3

14K3

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/ 6x6xW2.1xW2.1 W.W.F.

CENTERED IN SLAB. PROVIDE ¾"DEEP SAWN CONTROL JOINTS AT

10'-0" o.c. MAX.



1S4.1

2S4.1

8S4.1

2S5.0

2' -

0 1/

4"9

SPA

@ 3

'-0"

2' -

6"

2' -

6"10

SPA

@ 3

'-0"

2' -

6"

1' -

0"9

EQ S

PA @

3'-0

"2'

- 6"

1' -

0 1/

4"9

EQ S

PA @

3'-0

"2'

- 6"

2' -

6"10

EQ

SPA

@ 3

'-0"

2' -

6"

4S4.1

3S4.1


6S4.1

92' - 0"

3' -

5"3'

- 4"

9' -

6"

11' -

10"

3' -

4"0'

- 10

"0'

- 3"

16' -

3"

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")

36' -

0"

4' -

0"

10' - 0"

15' - 0" 15' - 0" 10' - 0" 17' - 0" 15' - 0" 12' - 0" 8' - 0"

8


W16

X36

(99'

-5 1

/2")

10K1

2' -

0"9

SPA

@ 3

'-0"

2' -

6"

2' -

0"4

SPA

@ 3

'-0"

1' -

6"

16' -

3"



SIMPSON S/HDU9 HOLD DOWN SIMPSON S/HDU9


HOLD DOWN

ELEV 100' - 0"T.O. GR. BM

ELEV 99' - 4"T.O. GR. BM ELEV 99' - 4"

T.O. GR. BM



----


606 S

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FLOOR FRAMINGPLAN - PAD C

S2.3

CEP

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1/4" = 1'-0"S2.31 FLOOR FRAMING PLAN - PAD C

W

S

E

PLANNORTH

TRUENORTH

BB

10 11 12 13 14 15 16

A.5A.5

AA




14K3

14K3

10K1

16K4

14K3

14K3

2' -

0"9

SPA

@ 3

'-0"

2' -

6"

2' -

6"10

SPA

@ 3

'-0"

2' -

6"

1' -

0"9

EQ S

PA @

3'-0

"2'

- 6"

1' -

0"9

EQ S

PA @

3'-0

"2'

- 6"

2' -

6"10

EQ

SPA

@ 3

'-0"

2' -

6"

2S5.0

6S4.1

2S4.1

8S4.1

1S4.1

1' - 6"12' - 0"1' - 6"4' - 6"6' - 0"4' - 6"10' - 0"4' - 6"6' - 0"4' - 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/ 6x6xW2.1xW2.1 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

"16

' - 3

"2' - 0" 12' - 0" 3' - 0"

33' -

0"

3' -

6"

12' - 2" 8' - 0" 15' - 0" 17' - 0" 10' - 0" 15' - 0" 15' - 0" 0' - 2"

10K1

2' -

0"9

SPA

@ 3

'-0"

2' -

6"

2' -

0"27

' - 0

"2'

- 6"

9



SIMPSON S/HDU9 HOLD DOWNSIMPSON S/HDU9


HOLD DOWN

T.O. GR. BM99' - 4"



ELEV 99' - 4"T.O. GR. BM.


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S2.4

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1/4" = 1'-0"S2.41 FLOOR FRAMING PLAN - PAD B

W

S

E

PLANNORTH

TRUENORTH

B

1 2 3 4 5 6 7

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 SPA 5' - 8 1/2" 2' - 3 1/2" 4' - 0"1' - 8 1/2"

84' - 0" 8' - 0" 2' - 6"

24K9A.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.

16' -

3"

16' -

3"

3' -

6"

32' -

6"

84' - 0"

15' - 0" 15' - 0" 10' - 0" 17' - 0" 15' - 0" 12' - 0"

16' -

3"

16' -

3"

2' -

6"1'

- 0"

3' -

5"3'

- 4"

9' -

6"

4' -

6"

3S5.0

5S5.0

2' - 6" 14' - 6"

2' -

6"2'

- 6"

2' - 6"

2' -

6"

11' - 6"

5S5.0

6S5.0

7S5.0

114' - 11 1/2"T.O. STL

114' - 11 3/4"T.O. STL

114' - 3"

T.O. STL

115' - 0 1/2"

T.O. STL

8

2' -

6"

16K4

16K4

114' - 7 1/4"T.O. STL

----


606 S

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ROOF FRAMING PLAN- PAD C

S2.5

CEP

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90%

CD


1/4" = 1'-0"S2.51 ROOF FRAMING PLAN - PAD C

W

S

E

PLANNORTH

TRUENORTH

B

10 11 12 13 14 15 16

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"

16' -

3"

3' -

6"

32' -

6"

2' -

6"1'

- 8"

3' -

4"11

' - 3

"

10' -

0"

3' -

4"2'

- 11

"19

' - 9

"

8' - 0" 15' - 0" 17' - 0" 10' - 0" 15' - 0" 15' - 0"

80' - 0"

4' -

6"

2' -

6"

2' -

6"

2' -

6"

5S5.0

6S5.0

2' -

6"

5S5.0

114' - 11 1/2"

T.O. STL

114' - 11 3/4"

115' - 0 1/2"

T.O. STL

T.O. STL

11S4.1

9


606 S

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ROOF FRAMING PLAN- PAD B

S2.6

CEP

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90%

CD


1/4" = 1'-0"S2.61 ROOF FRAMING PLAN - PAD B

W

S

E

PLANNORTH

TRUENORTH

B

1 2 3 4 5 6 7

A.5

A

6' -

0 1/

4"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

T1HSS

8X6X

.250

HSS

8X6X

.250

0' - 3" 14' - 6" 0' - 3"

5' -

0 1/

4"4'

- 6"

2' -

3 3/

4"

7S5.0

@ 2

'-0" O

.C.

@ 2

'-0" O

.C.

8

----

B

10 11 12 13 14 15 16

A.5

A

9S4.110

S4.1

11S4.1

5' -

6 1/

4"4'

- 0"

2' -

3 3/

4"

1' - 6"0' - 3"14' - 6"0' - 3"1' - 6"0' - 3"14' - 6"0' - 3"

4' -

6 1/

4"5'

- 0"

2' -

3 3/

4"

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

9

@ 2

'-0" O

.C.

@ 2

'-0" O

.C.

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


606 S

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ENTRANCE ROOFFRAMING PLAN

S2.7

CEP

TR

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CD


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"


606 S

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STANDARD GRADEBEAM DETAILS

S3.0

CEP

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CD

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"S3.06 TYP GRADE BEAM ELEVATION

1/2" = 1'-0"S3.07 BLOCKOUT IN GRADE BEAM AT EXTERIOR DOORWAY

1/2" = 1'-0"S3.08 TYP PIPE PENETRATION THROUGH GRADE BEAM


0' -

8"

SLAB REINFORCING, SEE PLAN

CONCRETE SLAB

EL. SEE PLAN

SAW CUT ¼ OF SLAB THICKNESS

0' -

8"


CONCRETE SLAB

EL. SEE PLAN

KEYWAY

SPLICE LENGTH

EQEQ


CONCRETE SLAB

EL. SEE PLAN

KEYWAY

EQEQ


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"

2-600S162-54AT 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)

#4 TIE EA SIDE OF ANCHOR ROD

EMBE

D 1

'-10"

10"

2'-0

"

CONT. GRADE BEAMREINFORCING RE: 1/S4.1


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DETAILS

S3.1

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20658/20/19

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CD

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

LOOSE LINTEL SCHEDULEWIDTH OF OPENING

UP TO 3'-6"

STEEL ANGLE SIZE

3½" x 3" x ¼"

NOTE: 1. USE ONE ANGLE FOR EACH 4" THICKNESS OF MASONRY.2. SEE ARCH. AND MECH. DWGs FOR SIZES AND LOCATIONS OF OPENINGS.3. 3½" LEG IS HORIZONTAL.

4'-6" TO 5'-6"

3'-6" TO 4'-6"

5'-6" TO 7'-6"

BEARING EA. END REMARKS

6"

6"

8"

8"

3½" x 3½" x ¼"

4" x 3 ½" x ¼"

5" x 3 ½" x ¼"

LOOSE LINTEL DETAIL VENEER SUPPORT AT SPANS GREATER THAN 7'-4"

PRECAST SILL DETAIL

0' - 8 5/8" 0' - 6"

1' - 2 5/8"

LOOSE LINTEL STUD HEADER PER SCHEDULE

0' - 8 5/8" 0' - 6"

1' - 2 5/8"

BENT PLATE 3/8" x 8" x 0'-8" x CONT.

STUD HEADER PER SCHEDULE

1/4" 4"@12"o.c.

STEEL ANGLE 3" x 3" x ¼" x CONT. WELDED TO EA. STUD

STUD WALL, SEE DETAILS FOR SIZE

PRECAST SILL, SEE ARCH. DWGs

1/8"

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.


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STANDARD STEELDETAILS

S3.2

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20658/20/19

90%

CD

1 1/2" = 1'-0"STEEL STUDWALL HEADER SCHEDULE

1 1/2" = 1'-0"LOOSE LINTEL SCHEDULE

1" = 1'-0"NON-BEARING WALL SUPPORT


1" = 1'-0"S3.25 JOIST REINFORCING DETAIL

1" = 1'-0"S3.26 ROOF DECK OPENING DETAIL

2

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"

6S4.1

4- #6 DOWELS

NOTE: FLOOR BEAM, JOISTS, ANDCONCRETE NOT SHOWN FOR CLARITY.

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

7S4.1

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"

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

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"


2' -

0"

#4 FSV @ 12"

18"

10"+26"


5S4.1

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.



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

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.


TYPICAL WALL SHEATHING:1/2" APA RATED, EXTERIOR 32/16,

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"


4- #6 DOWELS

2-#7 TOP AND BOTTOM


8"

3'-7

" 3- #6 EA FACE

PIER96' - 0"

FOUNDATION100' - 0"

A.5

2' -

0"2'

- 4"

4- #6 DOWELS


#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

PIER96' - 0"

FOUNDATION100' - 0"

L 4x4x3/8 w/ 3/4" DIA THREADED ROD@ 24" O.C. EPOXY GROUT 6" MIN (TYP HILTI HY 200) AT DOOR LOCATIONSTHREADED RODS SHALL BE LOCATEDON EA SIDE OF DOOR

1' - 0"

#4 @ 12" O.C.1'-6

"

3'-0"#4 SLAB DOWEL

MAY BE FIELD BENT

RE: PLAN FORSLAB REINF

0' -

8"3'

- 4"

0' - 8" 2' - 4" 0' - 6" 2' - 6"

#4 @ 12" EWEXTEND TOP BAR

3' TO INTERIOR


4- #6 DOWELS

2-#7 TOP AND BOTTOM


8"

3'-7

"

3- #6 EA FACE

2-#6 CONT. TOP AND BOTTOM

#4 STIRRUPS @ 12" O.C.

2- #4 CONT. EQ SPA

TYPICAL AT DOOR OPENINGS

PIER96' - 0"

FOUNDATION100' - 0"

ROOF FRAMINGPLAN

114' - 6"

B

#4 FSV @ 12"

18"

10"+26"

3' -

4"

2' -

8"

#6 @ 12"

#5 @ 12"

3- #6 EA FACETO MATCH GRADE BEAM 1REINFORCING2- #7

3- #7

#5 @ 12"#4 @ 12"

#4 @ 12" EF

115' - 9 1/8"


8"

3'-7

"


1/8

1.5 WR 20 GAUGE STEEL ROOF DECK 65/8


1' - 0" 1' - 6"

1' -

3 1/

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)

PIER96' - 0"

FOUNDATION100' - 0"

ROOF FRAMINGPLAN

114' - 6"

B

#4 FSV @ 12"

18"

10"+26"

#6 @ 12"

#5 @ 12"

3- #6 EA FACETO MATCH GRADE BEAM 1REINFORCING

3- #7

#5 @ 12"#4 @ 12"

#4 @ 12" EF


8"

3'-7

"

3' -

4"

2' -

8"

2- #7

STIFFENER RE: 1/S5.0

1/41/4

4- #6 DOWELS

#4 CLOSED TIE

8- #5 VERTICAL



1/8

1.5 WR 20 GAUGE STEEL ROOF DECK 65/8


1' - 0" 1' - 6"

116' - 3 1/8"

1' -

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"

PIER96' - 0"

FOUNDATION100' - 0"

L 4x4x1/4 w/ 3/4" DIA THREADED ROD @ 24" O.C.

EPOXY GROUT 6" MIN (TYP HILTI HY 200)


4- #6 DOWELS


8"

3'-7

"3- #6 EA FACE

#5 X 5'-0" @ 12"

#5 @ 12" EW

0' - 8" 0' - 4"

115' - 9 1/8"

2- #7

2- #7

2' -

6"2'

- 6"

#4 FSV @ 12"

18"

10"+26"

65/8


0' - 6" 0' - 2" 1' - 10"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 "


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FOUNDATIONDETAILS

S4.1

CEP

TR

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LA

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20658/20/19

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CD

1 1/2" = 1'-0"S4.1 S2.17 PILASTER P1

1" = 1'-0"S4.1 S2.36 FOUNDATION SECTION

1 1/2" = 1'-0"S4.1 S2.15 PILASTER P2







1" = 1'-0"S4.1 S2.29 SECTION

1" = 1'-0"S4.1 S2.210 SECTION

1" = 1'-0"S4.1 S2.211 SECTION

FOUNDATION100' - 0"

8S4.1

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

ROOF FRAMINGPLAN

114' - 6"

600S162-54 @ 16" O.C.TYPICAL WALL SHEATHING:RE: 2/S4.1

600T125-54(ATTACH ALL SPLICES IN TOP TRACK

USING SIMPSON MST60 STRAPS)

0' -

3"

1/8

L 3X3X1/4

1.5 WR 20 GAUGE STEEL ROOF DECK6 5/8

S5.04

HSS6X2X.250 (CONT AT TOP OF WALLBUTT WELD AT JOINTS) ROOF FRAMING

PLAN114' - 6"

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

116' - 3 1/8"

8- #10 SCREWS

CONT L3X3X1/4

1/8EA STUD

116' - 3 1/8"

0' - 6"2' - 0"

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)

ROOF FRAMINGPLAN

114' - 6"

600S162-54 @ 16" O.C.TYPICAL WALL SHEATHING:RE: 2/S4.1



1/8

L 3X3X1/4

1.5 WR 20 GAUGE STEEL ROOF DECK

6 5/8

0' -

2 7/

8"0'

- 5

1/2"

2' - 5 3/4" 0' - 6"

116' - 3 1/8"

S5.04

3S2.7

HSS6X2X.250(CONT AT TOP OF WALLBUTT WELD AT JOINTS)

A

RE: STEEL STUDWALL HEADER SCHS3.2

600S162-54 @ 16" O.C.




1/8

1.5 WR 20 GAUGE STEEL ROOF DECK

6 5/8

2' - 3 3/4" 5' - 0" 4' - 6 1/4"

HSS8X6X.250

115' - 0 1/2"

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)



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 STRAPEA SIDE OF HSS 8X6X1/4

11' - 10"

PERMANENT BRACINGAT MIDSPAN OF TRUSSES

600S162-54 STUDINFILL WALLS

54 GAUGE CONT PLATE TO SPAN DECK FLUTES(6- #8 SCREWS @ 12")

HSS6X2X.250 (CONT AT TOP OF WALLBUTT WELD AT JOINTS)

----


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FRAMING DETAILS

S5.0

CEP

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&C

20658/20/19

90%

CD

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"S5.06 SECTION

1" = 1'-0"S5.07 SECTION

B

9 10 11 12 13 14

15' - 0" 17' - 0" 10' - 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

A7.03' -

6"

3' -

4"

19

' -

8"

3' -

6"

A4.0

4

10

' -

0"

A

EW2

EW2

EW2

EW2

EW2

EW2

EW2

EW2EW2

A

A

B103

36

' -

0"

31

' -

0"

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" 2' - 6" 1' - 6" 12' - 0" 1' - 6" 1' - 6" 12' - 0" 1' - 6"

1

A4.0

8

3

3

B

1 2 3 4 5 6

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

C101

C103

1

A7.0

2

A7.0

3' -

4"

26

' -

3"

3' -

6"

A

EW2

EW2

EW2

EW2

EW2

EW2EW2

EW2

EW2

EW2

EW2

EW2

EW2

EW2

EW2

A4.0

4

A4.0

6A4.0

7

B

2

2

2

792' - 0"

36

' -

0"

3' -

4"

11

' - 1

0"

3' -

6"

4' -

4"

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" 12' - 0" 8' - 0"

15' - 0" 15' - 0" 27' - 0" 15' - 0"

3

3

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

PROJECT #:

DATE:

DRAWN BY:

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FIRST FLOOR PLAN

A3.0

BS

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

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AD

DR

ES

S,

CIT

Y,

ST

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BL

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SH

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LS

B &

C A

T T

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CO

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AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


NORTH1/4" = 1'-0"

FIRST FLOOR - BUIDLING PAD B

NORTH1/4" = 1'-0"

FIRST FLOOR - BUIDLING PAD C

B

1 2 3 21 4 5 6

1

A6.0

1

A6.0

2

A6.0

2

A6.0

1

A7.12

' -

6"

35

' -

0"

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"

4

A7.1

4

A7.1

1

A7.1 1

A7.1

1

A7.1

1

A7.0

2

A7.0

116' - 6"

116' - 6"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

111

1

2222

A

333

3

121' - 4 31/32"

?R3

7

?R2

?R2

TOP OF PARAPET

TOP OF PARAPET

116' - 6"116' - 6"

116' - 6"

97' - 0"

37

' -

6"

10' - 0"10' - 0"

48' - 6"

4

55

4

5

4

45

5' - 4"

5' -

4"

1/4

" / 1

'-0

"

5' -

0"

66

B

9 10 11 12 13 14

2

A6.1

2

A6.1

1

A6.1

1

A6.1

1' - 6" 1' - 6" 1' - 6"

2' - 6"

2' -

6"

35

' -

0"

94' - 6" 2' - 6"

4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 4" / 1'-0"

116' - 5 19/32"

4

A7.1

4

A7.1

1

A7.11

A7.1

1

A7.1

1

A7.1

1' - 6"

2' -

0"

1' -

2 5

/8"

2' -

0"

1' -

0"

TOP OF PARAPET

TOP OF PARAPET

TOP OF PARAPET

TOP OF PARAPET

RID

GE

RID

GE

?R3?R2

?R2

?R2

?R2

?R1?R1

1111

22

22

116' - 5 19/32"

116' - 5 19/32"

121' - 5"

116' - 6"

A

3333

?R3

121' - 5"

8

4

55

4

5

4

10' - 0" 48' - 6" 10' - 0"

5' -

0"

66

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


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


ICE AND WATER SHIELD



4 12/" THK R-24.2 NAIL BASE POLYISO BOARD INSULATION (2 LAYERS)


PROJECT #:

DATE:

DRAWN BY:

3535

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0634

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ROOF PLAN ANDDETAILS

A3.1

Author

TR

UE

LA

ND

AN

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LT

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LC

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AD

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B &

C A

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AS

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2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


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

2

7"

2 1/4" STACK STONE

5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 6" METAL STUDS FILLED W/ BATT INSULATION


1" AIR SPACE

2" RIGID INSULATION W/ VAPOR BARRIER


3"

A11.0

3

A

2 1/4" 1" 2" 3/4" 6" 5/8"

1' - 0 5/8"

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" AIR SPACE

2" RIGID W/ VAPOR BARRIER


EW2

EW2

5/8" 6" 3/4" 2" 1" 2 1/4"

1' - 0 5/8"

B

1

2 1/4" STACK STONE



1" AIR SPACE



2 1/4"1" 2" 3/4" 6" 5/8"

1' - 0 5/8"

EW2

EW2


1" AIR SPACE



7"

3 1

/4"


METAL COMPOSITE PANEL SYSTEM PER MANUF.

REQUIREMENTS

DRY STACK STONE BEYOND

B

14

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"




METAL STUDS FILLED W/ BATT INSULATION

SEALANT AND BACKER ROD, TYP.

2 1/4" DRY STACK STONE


REQUIREMENTS

EW1

5/8" 6" 3/4" 2"

2"

3/4

"6

"5

/8"






REQUIREMENTS

14


5/8" TYPE '"X" GYP. BD. INTERIOR SIDE ON 1 3/4"

METAL STUDS






EW2

EW6

14

PROJECT #:

DATE:

DRAWN BY:

3535

WE

ST

12t

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EE

T .

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OL

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AD

O 8

0634

T:

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3273

606

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PLAN DETAILS

A4.0

BS

TR

UE

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ND

AN

D R

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LT

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LC

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C A

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AS

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2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


1 1/2" = 1'-0"1FLOOR 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

5

5

6

7

6

7

6

7

6

7

EW1

EW2

EW2

EW1

EW1EW1

EW3

EW2 EW2EW2

EW3

EW2

9' -

7"

AA

EW1?R1

?R2

?R1?R1

?R2

7

92' - 0"

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"20' - 0"

8' -

0"

12

' -

0"

7' -

0"

TOP OF THE ENTRY121' - 5"

9

99


1 2 3 4 5 6

ROOF116' - 6"

21

' - 4

15

/16

"

2

1

2

1

11

2

5

5

6

7

6

7

EW1

EW2EW2

EW1

EW1 EW1

?R1

?R2

?R1?R1

?R2

792' - 0"

22' - 0"16' - 0"26' - 0"16' - 0"17' - 0"18' - 0" 18' - 0"

8' -

0"

8' - 0"85' - 0"


4" / 1'-0"

4" / 1'-0" 99

9


B

ROOF116' - 6"

11' - 10"

2

1

1

2

4

5

A

EW1

EW2

EW2

6

7

?R2

?R1

8' -

0"

37' - 6"

3' - 6" 26' - 3" 3' - 4" 3' - 11"


4"

/ 1

'-0

"

36' - 0"

9

9


B

ROOF116' - 6"

11' - 10"

1

1

2

4

5

B

A

EW2

6

7

EW1

EW2

?R2

?R1

8' - 4"

37' - 6"

8' -

0"

12' - 4" 3' - 4" 4" 17' - 6" 3' - 6"

3' -

5"

3' -

0"


4' -

11

"1

6' -

6"

4"

/ 1

'-0

"

36' - 0"

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:


1.

2.

3.

4.

5.

6.

7.

8.

9.

LEGEND:

DRY STACK STONE


DRY STACK STONE @ 8' - 0" HIGH

METAL COMPOSITE PANEL


WOOD TIMBER ACCENT ELEMENT

METAL SOFFIT OVERHEAD

GUTTER

DOWNSPOUT

RETAINING WALL W/ VALLEY PAN, SEE CIVIL


PROJECT #:

DATE:

DRAWN BY:

3535

WE

ST

12t

h S

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EE

T .

GR

EE

LE

Y, C

OL

OR

AD

O 8

0634

T:

970.

888.

3273

606

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EXTERIORELEVATIONS

A5.0

BS

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

RE

ET

AD

DR

ES

S,

CIT

Y,

ST

AT

E /

ZIP

BL

DG

SH

EL

LS

B &

C A

T T

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CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


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


91011121314

ROOF116' - 6"

2' - 6"

4444

5

5

2

1

2

1

1

2

33

8' -

0"

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' -

7"

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"


4" / 1'-0" 4" / 1'-0"

4" / 1'-0"4" / 1'-0"

9

9


9 10 11 12 13 14

ROOF116' - 6"

2

2

2

55

6

7

6

7

6

76

7

EW1 EW1

?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"


9 9


B

ROOF116' - 6"

11' - 10"

2

1

1

2

4

5

A

6

7

EW1

EW2

EW2

?R2

?R1

3' - 6" 28' - 0" 3' - 4"

8' -

0"


37' - 6"

36' - 0"

9


B

ROOF116' - 6"

11' - 10"

2

1

1

2

5

4

A

6

7

EW2

EW1

EW2

?R1

?R2

3' - 4" 19' - 8" 3' - 6"

8' -

0"


36' - 0"

9

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:


1.

2.

3.

4.

5.

6.

7.

8.

9.

LEGEND:

DRY STACK STONE



METAL COMPOSITE PANEL




GUTTER

DOWNSPOUT

RETAINING WALL W/ VALLEY PAN, SEE CIVIL


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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ID S

TRE

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SP

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826

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3/2

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9:4

5:5

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EXTERIORELEVATIONS

A5.1

BS

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

RE

ET

AD

DR

ES

S,

CIT

Y,

ST

AT

E /

ZIP

BL

DG

SH

EL

LS

B &

C A

T T

HE

CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


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


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

8' - 0"12' - 0"15' - 0"27' - 0"15' - 0"15' - 0" 2' - 6"2' - 6"



FOUNDATION96' - 0"

B

ROOF116' - 6"

A7.0

2

5

4

2

1

A

A7.0

1

EW2

EW1

EW2

EW3

EW1

A7.1

4

?R1

?R2

?R3

36' - 0" 2' - 6"11' - 10"


8

SECTION KEY NOTES:

1.

2.

3.

4.

5.

6.

7.

8.


EFIS PANEL SYSTEM




GUTTER

DOWNSPOUT


PROJECT #:

DATE:

DRAWN BY:

3535

WE

ST

12t

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OL

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T:

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BUILDING SECTIONS

A6.0

BS

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

RE

ET

AD

DR

ES

S,

CIT

Y,

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E /

ZIP

BL

DG

SH

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LS

B &

C A

T T

HE

CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


1/4" = 1'-0"1BUILDING PAD C - SECTION

1/4" = 1'-0"2BUILDING PAD C - SECTION


FOUNDATION96' - 0"

9 10 11 12 13 14

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" 17' - 0" 10' - 0" 15' - 0" 15' - 0" 2' - 6"2' - 6"


88


FOUNDATION96' - 0"

B

ROOF116' - 6"

5

4

2

1

AA7.0

1

?R1

?R2

?R3

A7.1

3


8

SECTION KEY NOTES:

1.

2.

3.

4.

5.

6.

7.

8.


EFIS PANEL SYSTEM




GUTTER

DOWNSPOUT


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

UT

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ID S

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. CA

SP

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BUILDING SECTIONS

A6.1

BS

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

RE

ET

AD

DR

ES

S,

CIT

Y,

ST

AT

E /

ZIP

BL

DG

SH

EL

LS

B &

C A

T T

HE

CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


1/4" = 1'-0"1BUILDING PAD B - SECTION

1/4" = 1'-0"2BUILDING PAD B - SECTION


FOUNDATION96' - 0"

UNDER SLAB VAPOR BARRIER, TYP. 3 PLY LAMINATED CONSTRUCTION WITH HIGH STRENGTH NON WOVEN CORE GRID

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


2" RIGID INSULATION


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


CRAWL SPACE

GRAVEL FILL, SEE GEOTECH REPORT


ROOF116' - 6"

METAL COMPOSITE PANEL ASSEMBLY PER MANUF.

REQUIREMENTS

2" RIGID INSULATION

1" AIR SPACE


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



STRUCTURAL BEAM, SEE STRUCTURAL

CRAWL SPACE

4" CONCRETE SIDEWALK, SEE CIVIL

WALL BEYOND

A7.2

3

2" RIGID INSULATION

A10.0

8


EW1


UNDER SLAB VAPOR BARRIER, TYP. 3 PLY LAMINATED CONSTRUCTION WITH HIGH

STRENGTH NON WOVEN CORE GRID



FOUNDATION96' - 0"

B

ROOF116' - 6"

A7.2

5

A7.2

3






EPDM ROOF MEMBRANE

3" RIGID INSULATION

1 1/2" METAL DECK



2"RIGID INSULATION

VAPOR BARRIER




CRAWL SPACE

K-SERIES CIELING JOIST, SEE STRUCTURAL

A7.2

6

EW1




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

UT

H D

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ID S

TRE

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. CA

SP

ER

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826

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8/2

3/2

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9:4

5:5

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MC

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CO

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ON

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vt

WALL SECTIONS

A7.0

Author

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

RE

ET

AD

DR

ES

S,

CIT

Y,

ST

AT

E /

ZIP

BL

DG

SH

EL

LS

B &

C A

T T

HE

CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


3/4" = 1'-0"A7.0

3 SIDE WALL SECTION3/4" = 1'-0"A7.0

1 NORTH WALL SECTION3/4" = 1'-0"A7.0

2 SOUTH WALL SECTION

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.


METAL DECKING , SEE STRUCTURAL

3" RIGID INSULATION

EPDM ROOF MEMBRANE


FLASHING TAPE OVER ICE AND WATER SHEILD

EIFS PANEL INSULATION SYSTEM PER MANUF.

REQUIREMENTS

A7.1

6A7.1

6



1" AIR SPACE

PRE-FINISHED METAL SOFFIT BEYOND


WOOD ACCENT, SEE 5.2

A

A7.2

8

A11.0

2

A7.2

9

EW1

EW3


STEEL BEAM, SEE STRUCTURAL

WOOD TRUSS, SEE STRUCTURAL


FOUNDATION96' - 0"

3

PREFINISHED METAL FLASHING

A7.2

6

AIR SPACE


RIGID INSULATION



A7.2

2

A3.1

5

4" CAST-IN-PLACE CONCRETE FLOOR , SEE STRUCTURAL

STANDING SEAM METAL PANELS

TRUSS SYSTEM W/ 8" SPRAY FOAM

INSULATION, SEE STRUCTURAL



CRAWL SPACE

2" RIGID INSULATION





EW2


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



2"RIGID INSULATION



CRAWL SPACE

K-SERIES CIELING JOIST, SEE STRUCTURAL

4" ROCK FLOOR, SEE GEOTECH REPORT

A7.2

4

A7.2

1

A7.2

7


PRE-FINISHED METAL OVER 3/4" TREATED PLYWOOD FASCIA

PRE-FINISHED METAL SOFFIT ON 5/8" PLYWOOD

ON 2X WOOD FRAMING

PREFINISHED METAL SOFFIT BEYOND

STONE WALL BEYOND

PREFINISHED METAL ROOF CLOSURE AND FLASHING PIECE WITH DRIP EDGE

2" RIGID INSULATION


TRUSS SYSTEM W/ 8" SPRAY FOAM INSULATION




EW3

4 12/" THK R-24.2 NAIL BASE POLYISO BOARD INSULATION (2 LAYERS)




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

UT

H D

AV

ID S

TRE

ET

. CA

SP

ER

, WY

OM

ING

826

01 T

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7.23

4.89

68

8/2

3/2

019

9:4

5:5

9 A

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WALL SECTIONS

A7.1

Author

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

RE

ET

AD

DR

ES

S,

CIT

Y,

ST

AT

E /

ZIP

BL

DG

SH

EL

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B &

C A

T T

HE

CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


3/4" = 1'-0"A7.1

4 PEAK ROOF WALL SECTION

3/4" = 1'-0"A7.1

1 WALL SECTION3/4" = 1'-0"A7.1

3 BACK WALL BLDG B

1 1/2" = 1'-0"A7.1

6 SECTION DETAIL

ROOF116' - 6"

EPDM ROOF MEMBRANE

3" RIGID INSULATION

1 1/2" METAL DECK



1" AIR GAP


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


ROOF116' - 6"

STANDING METAL SEAM ROOF PANELS, PER SPECIFICATIONS

2X WOOD BLOCKING

5/8" GRADE PLYWOOD SHEATHING

PRE-FINISHED METAL SOFFIT PANEL

SOFFIT PANEL TRIM



1" AIR SPACE




A3.1

5

EW2

ROOF TRUSS SYSTEM ,SEE STRUCTURAL

PREFINISHED ALUMINUM BRAKE METAL DRIP EDGE

SEALANT, TYP.

2 1/4 " DRY STACK STONE

1" AIR SPACE


2" RIGID INSULATION





5/8" 6" 3/4" 2" 3 1/4"

1' - 0 5/8"

5/8" 6" 3/4" 2" 1" 2 1/4"

1' - 0 5/8"

7


4" FREE DRAINING GRAVEL, SEE GEOTECH REPORT

VAPOR BARRIER OR RADON BARRIER



6


1" AIR SPACE



4" CAST-IN-PLACE CONCRETE FLOOR, SEE

STRUCTURAL

SIDEWALK, SEE CIVIL

EXPANSION JOINT

FOUNDATION WALL, SEE STRUCTURAL

2" RIGID INSULATION



EW1

1/8" 3 1/16" 6" 5/8"

9 13/16"

1" AIR SPACE






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.

C/MROOF1392

ROOF116' - 6"

A



1" AIR SPACE

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


1/4" EXTERIOR VERTICAL WOOD PANEL SIDING ATTACHED PER

MANUFACTURERS REQ

WOOD WALL PANEL CLIPS & FASTENERS BY WALL PANEL

MANUFACTURE

EW3




SOFFIT PANEL TRIM


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


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 FURRING FILLED W/ BATT INSULATION

PREFINISHED METAL ROOF CLOSURE AND FLASHING PIECE WITH DRIP EDGE 8"-12" MIN.

RETAINING WALL AND VALLEY PAN, SEE CIVIL

PROJECT #:

DATE:

DRAWN BY:

606

SO

UT

H D

AV

ID S

TRE

ET

. CA

SP

ER

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OM

ING

826

01 T

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7.23

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68

3535

WE

ST

12t

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TR

EE

T .

GR

EE

LE

Y, C

OL

OR

AD

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0634

T:

970.

888.

3273

8/2

3/2

019

9:4

6:0

1 A

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WALL SECTIONDETAILS

A7.2

Author

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

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ET

AD

DR

ES

S,

CIT

Y,

ST

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E /

ZIP

BL

DG

SH

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B &

C A

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CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


1 1/2" = 1'-0"3SECTION DETAIL

1 1/2" = 1'-0"2PEAK ROOF WALL DETAIL

3" = 1'-0"5SECTION DETAIL







2" 2' - 8" 2" 2' - 11" 2" 2' - 11" 2" 2' - 8" 2"

2"

2' -

3"

2"

2' -

3"

2"

2"

9' -

3"

2"

2' -

3"

2"

12

' -

0"

12' - 0"

FOUNDATION100' - 0"

C/MFIRST FLOOR1200

ALUMINUM FRAMED STOREFRONT INSTALLED PER MANUFACTURERS REQUIREMENTS


AIR SPACE

BATT INSULATION


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


3 1/4"

GLASS PANEL PER MANUFACTURE

FULL W/ BATT INSULATION


5/8" GYP BD RETURN

"F" TRIM


SHIM AS REQ


AIR SPACE




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


AIR SPACE



WEATHER SHEILD

1' - 0 5/8"

HOLLOW METAL FRAME,


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


AIR SPACE

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


AIR SPACE

DRY STACK STONE

WEATHER SHEILD

1' -

0 5

/8"

5/8

"1

3/4

"8

"0

"2

1/4

"

HOLLOW METAL FRAME


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


AIR SPACE



WEATHER SHEILD

1' - 0 5/8"

HOLLOW METAL FRAME, GROUT

SOLID

2 1/4" 1" 2"3/4"

6" 5/8"

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

UT

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ID S

TRE

ET

. CA

SP

ER

, WY

OM

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826

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4.89

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8/2

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9:4

6:0

2 A

MC

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DOOR SCHEDULE

A10.0

BS

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

ST

RE

ET

AD

DR

ES

S,

CIT

Y,

ST

AT

E /

ZIP

BL

DG

SH

EL

LS

B &

C A

T T

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CO

MP

AS

S

2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


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

0112 3' - 0 1/32"1' - 0

19/32"

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 3' - 0" 7' - 0" HM A -- P HM A -- B P 2/A10.1 3/A10.1 4/A10.1

C102 6' - 0" 7' - 0" AL B TI F AL B TI -- F 5/A10.1 6/A10.1 7/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

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


SHIM AS REQ

"F" TRIM


1" AIR SPACE



WEATHER SHEILD

1' - 0 5/8"

2 1/4" 1" 2" 3/4" 6" 5/8"

3 1/4"

STEEL LINTEL , SEE STRUCTURAL



1" AIR SPACE

EXTERIOR VERTICAL WOOD SIDING




7"


SHIM AS REQ

"F" TRIM

WEATHER SHEILD


10 5/8"

1/4" 1" 2 1/8" 5/8" 6" 5/8"

3 1/4"


FULL W/ BATT INSULATION


5/8" GYP BD RETURN

"F" TRIM


SHIM AS REQ


AIR SPACE



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


SHIM AS REQ


1" AIR SPACE

DRY STACK STONE

WEATHER SHEILD



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"





1" AIR SPACE


2" RIGID INSULATION

SEALANT, TYP.

SHIMS AS REQUIRED

PROJECT #:

DATE:

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WINDOW SCHEDULE

A11.0

BS

TR

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LA

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AN

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Y L

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ST

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DR

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S,

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2065

6/20/19

90%

CONSTUCTIO

N

DOCUM

ENTS


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

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

WE

ST

P

LA

INS

EN

GIN

EE

RIN

G. IN

C.

WW

W.W

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DATE:

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MECHANICAL COVERSHEET

M0.1

APB

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

BL

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B &

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MECHANICAL SHEET LIST

Sheet Number Sheet Name

M0.1 MECHANICAL COVER SHEET

M1.1 BELOW FLOOR WASTE & VENT PLANS

M2.1 BELOW FLOOR DOMESTIC PIPING PLANS

M3.1 HVAC FLOOR PLANS

M3.2 HVAC ROOF PLANS

M4.1 MECHANICAL DETAILS AND SCHEDULES

M5.1 MECHANICAL SCHEDULES

M6.1 SPECIFICATIONS

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

OU

X FA

LLS,

SD

▪CA

SPER

, W

Y ▪

CED

AR R

APID

S, I

A ▪

BISM

ARCK

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05 ▪

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NORTH

MECHANICAL SYSTEMS - BUILDING PAD C - 3D VIEW

NORTH

MECHANICAL SYSTEMS - BUILDING PAD B - 3D VIEW


B

9 10 11 12 13 14

M101 M102

C.O.-4”

4" SAN

A

B

1 2 3 21 4 5 6

M101

C.O.-4”

4" SANM102

A

WE

ST

P

LA

INS

EN

GIN

EE

RIN

G. IN

C.

WW

W.W

ESTPL

AIN

SEN

GIN

EER

ING

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M

RAP

ID C

ITY,

SD

▪ S

IOU

X FA

LLS,

SD

▪ C

ASPE

R,

WY

▪ CE

DAR

RAP

IDS,

IA

▪ BI

SMAR

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ND

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CASPER, W

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FAX:

(307)

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PROJECT #:

DATE:

DRAWN BY:

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WE

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BELOW FLOORWASTE & VENT

PLANS

M1.1

APB

TR

UE

LA

ND

AN

D R

EA

LT

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LC

BL

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SH

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B &

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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

NORTH

NORTH

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

OU

X FA

LLS,

SD

▪CA

SPER

, W

Y ▪

CED

AR R

APID

S, I

A ▪

BISM

ARCK

, N

D

145 S

. D

URBIN

, SU

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05 ▪

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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.

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 21 4 5 6

M201 M202

M203

4"

F

1 1

/2"

CW

M204

A

B

9 10 11 12 13 14

M201 M202

M203

4"

F

1 1

/2"

CW

M204

M204

1 1/4" G

1 1/4" G

A

PROJECT #:

DATE:

DRAWN BY:

606

SO

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826

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BELOW FLOORDOMESTIC PIPING

PLANS

M2.1

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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CONSTRUCTIO

N

DOCUM

ENTS


NORTH

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

ING

.CO

M

RAP

ID C

ITY,

SD

▪SI

OU

X FA

LLS,

SD

▪CA

SPER

, W

Y ▪

CED

AR R

APID

S, I

A ▪

BISM

ARCK

, N

D

145 S

. D

URBIN

, SU

ITE 2

05 ▪

CASPER, W

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2601

PH

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E:

(307)

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FAX:

(307)

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494


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.







B

9 10 11 12 13 14

GAS METER

GAS METER

M205 M205

A

B

1 2 3 21 4 5 6

GAS METER

M205

A

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

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SD

▪ S

IOU

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LLS,

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DAR

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. D

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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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EE

T .

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EE

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DOMESTIC PIPINGPLANS

M2.2

APB

TR

UE

LA

ND

AN

D R

EA

LT

Y L

LC

BL

DG

SH

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B &

C A

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NORTH

NORTHNORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD B - DOMESTIC PIPINGPLAN

NORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD C - DOMESTIC PIPINGPLAN

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M205 PROVIDE 1" GAS LINE TO INTERIOR OF BUILDING.INSTALL GAS COCK WITHIN 6" OF ROOF DECKBOTTOM. CAP LINE FOR FUTURE USE.


B

9 10 11 12 13 14

M301 M301

9/339/3318/2418/24

9/339/3318/2418/24

A

B

1 2 3 21 4 5 6

M301 M301

9/339/3318/2418/24

9/339/3318/2418/24

A

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PROJECT #:

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HVAC FLOOR PLANS

M3.1

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NORTH


FIRST FLOOR - BUILDING PAD B - HVAC PLAN

NORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD C - HVAC PLAN

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M301 PROVIDE AND INSTALL FULL SIZE DUCTWORK FROMROOFTOP UNIT TO A POINT 36" BELOW BOTTOM OFROOF TRUSSES.

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.


B

9 10 11 12 13 14

RTU1

RTU2

M302 M302

M303 M3031 1/4" G 1 1/4" G

A

B

1 2 3 21 4 5 6

RTU3

RTU4

1 1/4" G 1 1/4" G

1 1

/4"

G

1" G DN

M303

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HVAC ROOF PLANS

M3.2

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NORTH


FIRST FLOOR - BUILDING PAD B - ROOF PLAN

NORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD C - ROOF PLAN

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M302 PROVIDE AND NSTALL ROOFTOP CURBS FORROOFTOP UNIT.

M303 PROVIDE 1" GAS LINE TO INTERIOR OF BUILDING.INSTALL GAS COCK WITHIN 6" OF ROOF DECKBOTTOM. CAP LINE FOR FUTURE USE.

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.


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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NORTHNO SCALE

EQUIPMENT CURB DETAIL

NORTHNO SCALE

DOWNFLOW ROOFTOP UNIT DETAIL

NORTHNO SCALE

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.


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PROJECT #:

DATE:

DRAWN BY:

3535

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SPECIFICATIONS

M6.1

Author

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SPECIFCATION 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.A. 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.

B. 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.

C. 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: A. COMPARISON OF THE QUALITIES OF THE PROPOSED

SUBSTITUTION WITH THAT SPECIFIED. B. CHANGES REQUIRED IN OTHER ELEMENTS OF THE WORK

BECAUSE OF THE SUBSTITUTION. C. 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:A. 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.

B. ALL MATERIALS SHALL BE NEW AND SHALL COMPLY WITH THE SPECIFICATIONS ON DRAWINGS.

A. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LOCAL FEES, PERMITS, AND SERVICES OF INSPECTION AUTHORITIES REQUIRED BY THE WORK OF THE PROJECT.

B. 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 TEMPERATURE 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. INTERCEPTORS, CLEANOUTS, VALVES, INSULATION, ETC.5. THE GAS DISTRIBUTION SYSTEMS WITH: GAS METER SERVICE

ENTRANCE, PRESSURE REGULATION, PIPING, VALVES, EQUIPMENT CONNECTIONS, CONTROL SYSTEMS, ETC.

6. THE ROOF DRAINAGE SYSTEMS WITH: ROOF DRAINS, PIPING, INSULATION, ACCESSORIES, ETC. FOR MAIN ROOF DRAINAGE AND OVERFLOW ROOF DRAINAGE SYSTEMS.

7. ALL PLUMBING SHALL BE IN ACCORDANCE WITH THE LOCAL PLUMBING CODES AND/OR ORDINANCES, INCLUDING, BUT NOT LIMITED TO PIPE SIZE.

8. 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.A. LOCATION: CASPER, WYOMING, NATRONA COUNTY.B. SITE ELEVATION: 5,500 FEET.

9. PROJECT DESIGN CONDITIONS ARE:A. DOMESTIC WATER PROVIDED BY: TOWN OF CASPER,

WYOMING WATER DEPARTMENT.B. DESIGN CONDITIONS PER CITY WATER DEPARTMENT ARE:

a. MINIMUM DESIGN WATER PRESSURE: 50 PSI.b. MAXIMUM DESIGN WATER PRESSURE: 75 PSI.

10. INSTALL ALL PIPING TRUE AND PLUMB, PARALLEL OR PERPENDICULAR TO BUILDING CONSTRUCTION. USE ONLY NEW MATERIALS, CLEAN AND FREE OF RUST.

11. 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

6. 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.A. 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.

B. 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.

C. 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.

D. 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.

E. 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 GENRAL NOTES:

1. THE NEW MECHANICAL SYSTEMS SHALL BE BY THE MECHANICAL CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO:A. 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:A. LOCATION: CASPER, WYOMING, NATRONA COUNTY.B. SITE ELEVATION: 5,500 FEET.

4. HVAC DESIGN CONDITIONS PER CHVAC LOAD PROGRAM WHICH MEETS OR EXCEEDS ASHRAE 99% HEATING, 1% COOLING ARE:1. HEATING OUTDOOR DB: -20.0 DEGREES FAHRENHEIT.2. COOLING OUTDOOR DB/MCWB: 95/5 DEGREES FAHRENHEIT.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.

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:A. 40 DEGREE MINIMUM:B. SMALLER THAN 1.5 INCH: 1" THICK, 0.26 BTU IN/H FT^2 °F.C. 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.A. 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.

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:A. OCCUPIED:

a. HEATING: 68 DEGREES FAHRENHEIT (ADJUSTABLE).b. COOLING: 75 DEGREES FAHRENHEIT (ADJUSTABLE).

B. UNOCCUPIED:1. HEATING: 55 DEGREES FAHRENHEIT (ADJUSTABLE).2. COOLING: 85 DEGREES FAHRENHEIT (ADJUSTABLE).

C. MECHANICAL ROOMS:1. HEATING: 55 DEGREES FAHRENHEIT (ADJUSTABLE).

6. THERMOSTATS OR TEMPERATURE SENSORS:7. ALL SETPOINTS ARE TO BE ADJUSTABLE.8. TEMPERATURE CONTROL SETUP AND SETBACK SHALL BE

ACCOMPLISHED BY MEANS OF A DEDICATED PROGRAMMABLE THERMOSTAT WITH ADJUSTABLE HEATING AND COOLING SETPOINTS.

9. CONTRACTOR SHALL PROGRAM THERMOSTATS FOR OCCUPIED/UNOCCUPIED PERIODS BASED ON A SCHEDULE PROVIDED BY OWNER.

10. CONTROLS SHALL HAVE A 5 DEGREE F. DEAD-BAND FOR AUTO-CHANGEOVER SYSTEMS, WITH OVERLAP RESTRICTIONS.

11. SYSTEM SHALL HAVE A MINIMUM OF A 7-DAY PROGRAM.12. PROVIDE A 2-HOUR MINIMUM OCCUPIED OVERRIDE.13. PROVIDE MINIMUM A 10-HOUR BATTERY BACKUP.14. CONTROLS FOR THE VAV SYSTEM ARE TO BE ELECTRIC/

ELECTRONIC.

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

Δ 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 B

PAD C

WE

ST

P

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GIN

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RIN

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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


MM

MM

MODULA

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R

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R

UTIL

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POD C

POD B

DETECTABLE RED MARKER TAPE

PVC CONDUIT

FINISH GRADE

TRENCH & BACKFILL

30

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IN.

6" APPROX.

6" MIN.

WE

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NORTH1" = 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

LC LC

TCTC

LC

TC

TC

LC

B B

9

9

10

10

11

11

12

12

13

13

14

14

A A

8

8

INTERIOR LIGHTING BY TENANT INTERIOR LIGHTING BY TENANT

B2B1

WEWE

WE

WE

W W

W

W W

W

W

W

WW

W

W

B1-1B2-1

E201

E201

B B

1

1

2

2

3

3

21

21

4

4

5

5

6

6

A A

7

7

C2

C1

W W W W

W W

WW

W

W

W

W

WW WWWW

WE184"

WE184"

WE120"

C2-1

WE120"

C1-1

INTERIOR LIGHTING BY TENANT

E201

E201

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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LIGHTING FLOORPLANS

E2.1

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NORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD B - LIGHTING PLAN

NORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD C - LIGHTING PLAN


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 BE SWITCHED WITHOTHER FIXTURES AS SHOWN UNLESS OTHERWISENOTED; ALL EMERGENCY FIXTURES SHALL ILLUMINATEUPON LOSS OF UTILITY POWER REGARDLESS OFSWITCH/CONTROL STATUS. EXIT LIGHTS SHALL RECEIVEUNSWITCHED POWER.


E201 HOMERUN VIA EXTERIOR LIGHTING CONTACTOR. REFERTO EXTERIOR LIGHTING CONTROL DIAGRAM.

MM

MM

B B

9

9

10

10

11

11

12

12

13

13

14

14

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

B B

1

1

2

2

3

3

21

21

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

C1-36

C1-38,40,42

E301

E302 E302

E301

# = 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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POWER/SIGNALFLOOR PLANS

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NORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD B - POWER/SIGNAL PLAN

NORTH1/4" = 1'-0"

FIRST FLOOR - BUILDING PAD C - POWER/SIGNAL PLAN


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.


E301 PROVIDE (1) UNDERGROUND 3" 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 (1) UNDERGROUND 2" CONDUIT WITHPULLSTRING FROM LOCATION INDICATED TO PROPERTYLINE FOR FUTURE USE. CAP SPARE AND MARK ONAS-BUILTS.

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.

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(307)

234-5

494

PROJECT #:

DATE:

DRAWN BY:

3535

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ELECTRICALDETAILS,

SCHEDULES &SPECIFICATIONS

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1. PROVIDE PANEL WITH INTEGRAL SPD PROTECTION.2. +HOMERUN VIA EXTERIOR LIGHTING CONTACTOR.

TOTAL CONNECTED LOAD: 3073 W 2882 W 3422 W AMPS: 26 A LOAD: 9377 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 0 1 20 A SPARE 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

W WALL SCONCE WHITEACRYLIC

MVOLT LED - 15W LED, 4000K,83CRI

WALL COORDINATE W/ ARCH. VISA OW1045 L40K-H-MVOLT 1400 LUMENS, COORDINATE FINISH WITH ARCHITECT

WE WALL SCONCE ACRYLIC MVOLT LED - 29W LED, 4000K,70CRI

WALL VARIES LITHONIA WSR LED P2 40K SR3 MVOLT E20WC 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

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.







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

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