NORTH

OF LATTER-DAY SAINTS

THE CHURCH OF JESUS CHRISTTRAVIS DANCE, PROJECT ARCHITECT

32 W. CENTER ST., SUITE 203

PROVO, UTAH 84601

PH. # (801) 374-2100

ARCHITECTURAL

OWNER: ARCHITECT: INDEX TO DRAWINGS

LOCATIONPROJECT

PH. # (801) 763-4520 FAX# (801) 763-4548

COVER SHEET

435 SOUTH 500 EAST - AMERICAN FORK, UT

TOM HOWELL, PROJECT MANAGER

AMERICAN FORK, UT 84003

P.O. BOX 268

AMERICAN FORK PROJECT MANAGEMENT OFFICE

RVA ARCHITECTS, INC.COVER SHEET

AMERICAN FORK VICINITY MAP

CODE INFORMATION

G-1.1

NEW CANOPY FOR

AMERICAN FORK DESERET INDUSTRIES

G-1.1

SD-1.1

A-2.1

SITE PLAN

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No. 167124PH. (435) 734-9700

STRUCTURAL ENGINEER

BUILDING AREA: 3,600 S.F.

CONSTRUCTION TYPE: II-B

OCCUPANCY: U

2015 IBC, 2014 NEC

CANOPYGN1 GENERAL STRUCTURAL NOTES

GN2 GENERAL STRUCTURAL NOTES

F-1

F-2

FOUNDATION AND ANCHOR BOLT PLAN

FOUNDATION DETAILS

S-1

S-2

S-3

S-4

S-5

S-6

S-7

ROOF FRAMING PLAN

SIDEWALL FRAMING

SIDEWALL FRAMING

RIGID FRAME ELEVATION

RIGID FRAME ELEVATION

ERECTION DETAILS

ERECTION DETAILS

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No. 187104

STEVEN R.

GRIFFITHS

ROYAL ENGINEERING

STEVEN R. GRIFFITHS

PROVO, UTAH 84606

PH. (801) 375-2228

ELECTRICAL ENGINEER

1837 S. EAST BAY BLVD.

MOUNTAIN VIEW ENGINEERING

JAMES O. MOORE

345 N. MAIN, SUITE A

BRIGHAM CITY, UTAH 84302

JAMES O.

MOORE

SITE PLAN

ELECTRICALE-0 LEGENDS

E-1

E-2 LIGHTING PLAN

E-6 SCHEDULES AND DETAILS

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DanceTravis W.

9167790-0301No.

SHEET :

SHEET TITLE :

Project Number:

17-20

Plan Series:

Property Number:

559-7609

Date:

10/31/17

435 S

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DanceTravis W.

9167790-0301No.

SHEET :

SHEET TITLE :

Project Number:

17-20

Plan Series:

Property Number:

559-7609

Date:

10/31/17

435 S

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00 E

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LOADING DOCK

NORTH

5'-0"42'-0"62'-6"60'-11"

DONATIONS

CANOPY

PROPOSED

SCALE: 1" = 20'-0"

SITE PLAN

10'-0" 11'-6"

9'-0" 1'-6"

21'-0"R

SHEETS)

ELECTRICAL

PANEL HA (SEE

1'-0" TYP.

20'-

0"

90'-

0"

12

3

01

02 TYP.

03

03

04

05

06

TYP.

TYP.

TYP.

07

08

08

09

09

10

10

10

11

11

12

13

14

15 TYP.

16

16

17 TYP.

18

19

19

20

2

A-2.1

1

A-2.1

21 PAINT NEW ELECTRICAL CONDUIT TO MATCH EXISTING.

20 PROPERTY LINE.

19 EXISTING CURB & GUTTER TO REMAIN.

REPAIR CURB & GUTTER.

GUTTER AS NECESSARY FOR FOOTING EXCAVATION. PATCH &

18 SAWCUT & REMOVE PORTION OF EXISTING CONCRETE CURB &

17 EXISTING ASPHALT DRAINAGE DIRECTION.

16 APPROXIMATE LOCATION OF EXISTING ASPHALT GRADE BREAK.

15 EXISTING LIGHT POLE TO REMAIN.

DEPTH IS UNKNOWN.

14 EXISTING 8" PVC STORM DRAIN PIPING TO REMAIN.

DEPTH IS UNKNOWN.

13 EXISTING 12" CONCRETE STORM DRAIN PIPING TO REMAIN.

12 EXISTING MANHOLE TO REMAIN.

11 EXISTING STORM DRAIN CATCH BASIN TO REMAIN.

LETTERING, & ARROWS IN DONATIONS AREA.

10 APPLY NEW COAT OF PAINT TO EXISTING STRIPING,

09 NEW PAINTED STRIPING.

08 REMOVE EXISTING PAINTED STRIPING.

CONDUIT TO MATCH EXTERIOR WALL.

DOWN WALL SURFACE TO TRENCH. PAINT EXPOSED

ELECTRICAL CONDUIT PENETRATION. ROUTE CONDUIT

07 CORE DRILL EXISTING CMU EXTERIOR WALL FOR NEW

REPAIR ASPHALT.

NECESSARY FOR FOOTING EXCAVATION. PATCH &

06 SAWCUT & REMOVE EXISTING 4" ASPHALT PAVING AS

REPAIR CONCRETE.

NECESSARY FOR NEW CONDUIT TRENCH. PATCH &

05 SAWCUT & REMOVE EXISTING 6" CONCRETE PAVING AS

REPAIR ASPHALT.

NECESSARY FOR NEW CONDUIT TRENCH. PATCH &

04 SAWCUT & REMOVE EXISTING 4" ASPHALT PAVING AS

03 BOLLARD. SEE DETAIL 1/SD-1.1.

02 CANOPY COLUMN.

01 OUTLINE OF NEW CANOPY.

KEYED NOTES:

21

VERIFY. NOTIFY ARCHITECT IF CONFLICTS WITH FOOTINGS ARISE.

7. EXISTING STORM DRAIN LOCATIONS SHOWN ARE APPROXIMATE. FIELD

6. DIMENSIONS ARE TO FACE OF CURB.

SURFACE UNTIL SUCH TIME AS PAVING CAN BE INSTALLED.

FILL EXCAVATION WITH COMPACTED MATERIAL TO CREATE A DRIVEABLE

5. IF TEMPERATURES ARE TOO LOW TO REPAIR PAVING, TEMPORARILY

TO BE PROVIDED BY GENERAL CONTRACTOR.

4. PAINTING OF CANOPY COLUMNS, BEAMS AND FRAMING MEMBERS

CONTRACTOR. SEE SHEETS F-1 AND F-2.

3. FOOTINGS AND FOUNDATION TO BE PROVIDED BY GENERAL

CANOPY, INSTALLED BY GENERAL CONTRACTOR.

2. FOUNDATION ANCHOR BOLTS TO BE PROVIDED BY PRECISION

01 2100.

PAID BY GENERAL CONTRACTOR - SEE SPECIFICATION SECTION

1497 W. 40 S., LINDON, UT 84042. 800-924-2580. COST TO BE

1. CANOPY STRUCTURE IS TO BE PROVIDED BY PRECISION CANOPY,

GENERAL NOTES:

FFE: 4575.00

ZONE: GC-2

435 S. 500 E. - AMERICAN FORK

INDUSTRIES BUILDING

EXISTING DESERET

CONCRETE BOLLARDN.T.S.

1

CONCRETE CAP,

SMOOTHED AND

ROUNDED

PAINT PIPE BASE

AGGREGATE BASE

ASPHALT PAVING

6" O.D. STANDARD STEEL PIPE

- FILLED WITH CONCRETE

(PAINT COLOR BY OWNER)4'-6"

2'-0"

6"

1'-0"

INSTALL BOLLARD IN SLEEVE AND

GROUT SOLID IF NOT CAST IN PLACE

COLUMN FOOTING, SEE SHEET F-2

CANOPY COLUMN

A-2.1

ELEVATIONS

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DanceTravis W.

9167790-0301No.

SHEET :

SHEET TITLE :

Project Number:

17-20

Plan Series:

Property Number:

559-7609

Date:

10/31/17

435 S

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EAST ELEVATIONSCALE: ‚" = 1'-0"1

02 TYP.

05 TYP.

01 TYP.

03 TYP.

04 TYP.

06 TYP.

OPEN OPEN OPEN OPEN OPEN

ELEVATION 4573.80

ELEVATION 4574.30

ELEVATION 4574.55 (100'-0")

1'-

6"

2'-

6"

3"

WEST ELEVATIONSCALE: ‚" = 1'-0"2

01 TYP.

02 TYP.

03 TYP.

04 TYP.

05 TYP.

06 TYP.

OPEN OPEN OPEN OPEN OPEN

1'-

6"

2'-

6"

1'-

6"

ELEVATION 4574.55 (100'-0")

ELEVATION 4573.05

ELEVATION 4573.80

ADJACENT ASPHALT.

06 SLOPE TOP OF FOOTING TO MATCH SLOPE OF

05 NEW STRUCTURAL FILL.

04 NEW PRE-FINISHED CANOPY WALL CLADDING.

03 NEW CANOPY COLUMN.

02 NEW CONCRETE FOOTING AND FOUNDATION PIER.

01 EXISTING ASHPALT.

KEYED NOTES:

5. GROUT COLUMN BASES.

4. INSTALL EXPANSION JOINT BETWEEN ASPHALT AND FOOTING.

3. BOLLARDS NOT SHOWN FOR CLARITY.

TO PROVIDE PROCTOR TEST AS NECESSARY.

2. STRUCTURAL FILL TO BE COMPACTED TO 95%. CONTRACTOR

SAME OVERALL HEIGHT.

AT LOWEST GRADE ELEVATION. ALL FOUNDATIONS TO BE

AND BOTTOM OF FOOTINGS ARE 36" BELOW TOP OF ASPHALT

6" ABOVE TOP OF ASPHALT AT HIGHEST GRADE ELEVATION

DESIGN INTENT IS THAT TOP OF FOUNDATION PIERS ARE

1. EXISTING GRADE ELEVATIONS SHOWN ARE APPROXIMATE.

GENERAL NOTES:

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E-0SHEET :

SHEET TITLE :

Project Number:17-20

Plan Series:

Property Number:559-7609

Date:10/2/17

435 S

OUTH

500 E

AST -

AMER

ICAN

FORK

, UT

AMER

ICAN

FORK

DESE

RET I

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TRIES

NEW

CANO

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THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).

COPYRIGHT© JOB# DATE PLOTTED: 10/05/2017J17212.00

ELECTRICAL SYMBOLS DESIGN CONTACTS

SHEET INDEX

ABBREVIATIONS INDEXɸɸ

ɸ

ELECTRICAL GENERAL NOTES:

ELECTRICALCOVER SHEET

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E-1SHEET :

SHEET TITLE :

Project Number:17-20

Plan Series:

Property Number:559-7609

Date:10/2/17

435 S

OUTH

500 E

AST -

AMER

ICAN

FORK

, UT

AMER

ICAN

FORK

DESE

RET I

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TRIES

NEW

CANO

PY FO

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AF UET

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PR FO ISS NO

NE

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I

THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).

COPYRIGHT© JOB# DATE PLOTTED: 10/05/2017J17212.00

ELECTRICALSITE PLAN

NELECTRICAL SITE PLAN

ELECTRICAL KEYED NOTES:

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E-2SHEET :

SHEET TITLE :

Project Number:17-20

Plan Series:

Property Number:559-7609

Date:10/2/17

435 S

OUTH

500 E

AST -

AMER

ICAN

FORK

, UT

AMER

ICAN

FORK

DESE

RET I

NDUS

TRIES

NEW

CANO

PY FO

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AF UET

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THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).

COPYRIGHT© JOB# DATE PLOTTED: 10/05/2017J17212.00

CANOPYLIGHTING PLAN

NCANOPY LIGHTING PLAN

ELECTRICAL KEYED NOTES:

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E-6SHEET :

SHEET TITLE :

Project Number:17-20

Plan Series:

Property Number:559-7609

Date:10/2/17

435 S

OUTH

500 E

AST -

AMER

ICAN

FORK

, UT

AMER

ICAN

FORK

DESE

RET I

NDUS

TRIES

NEW

CANO

PY FO

RR

DE

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SET

AF UET

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PR FO ISS NO

NE

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THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).

COPYRIGHT© JOB# DATE PLOTTED: 10/05/2017J17212.00

LIGHTING CONTROL WIRING DIAGRAM

KEYED NOTE:

1

ELECTRICALDETAILS AND SCHEDULES

EXISTING PANEL SCHEDULE "HA"VOLTAGE: 480 Y/ 277 VOLTS BUS RATING (AMPS): 400 REMARKS:MOUNTING: SURFACE PHASE: 3 MAIN LUGS ONLYENCLOSURE: NEMA 1 WIRE: 4 MINIMUM EQUIPMENT RATING: 22,000 AMPS (RMS-SYM)

CIRCUIT BREAKERCIRCUIT NAME

FEEDER CKT. LOAD LOAD/PHASE (VA) CKT. LOAD FEEDERCIRCUIT NAME

CIRCUIT BREAKER

No. AMPS POLE MOD. C WIRE GRD DEMANDFACTOR WATTS ØA ØB ØC WATTS DEMAND

FACTOR GRD WIRE C MOD. POLE AMPS No.

1 20 1 EXST LIGHTING PROCESSING (A) 1.00 2,310 4,970 2,660 1.00 LIGHTING PROCESSING (B) EXST 1 20 23 20 1 EXST LIGHTING PROCESSING (D) 1.00 2,310 4,970 2,660 1.00 LIGHTING PROCESSING (F) EXST 1 20 45 20 1 EXST LIGHTING PROCESSING (E ) 1.00 2,310 4,970 2,660 1.00 LIGHTING PROCESSING (G) EXST 1 20 67 20 1 EXST LIGHTING OFFICES/FAMILY SERV. 1.00 3,220 4,830 1,610 1.00 LIGHTING PROCESSING (C ) EXST 1 20 89 20 1 EXST LIGHTING OFFICES/FAMILY SERV. 1.00 3,450 6,670 3,220 1.00 LIGHTING PROCESSING (H) EXST 1 20 1011 20 1 EXST SIGNS OUTSIDE BUILDING 1.00 770 2,900 2,130 1.00 BUILDING SECURITY LIGHTING EXST 1 20 1213 30 1 EXST PARKING LIGHITNG 1.00 3,300 4,300 1,000 1.00 DROP OFF CANOPY LIGHTING EXST 1 20 1415 20 1 EXST PARKING LIGHITNG 1.00 2,100 4,500 2,400 1.00 AS-IS CANOPY LIGHTING EXST 1 20 1617 20 1 EXST PARKING LIGHITNG 1.00 1,800 4,200 2,400 1.00 AS-IS CANOPY LIGHTING EXST 1 20 1819 20 1 EXST PARKING LIGHITNG 1.00 2,700 2,700 1.00 SIGN EXST 20 2021 20 1 EXST PARKING LOT SPOTS 1.00 0 1.00 SIGN EXST 20 2223 20 1 NEW NEW CANOPY LIGHTING 1" #10 #10 1.25 1,830 1,830 1.00 SIGN EXST 20 2425 20 3 EXST RTU-11 EMPLOYMENT LOBBY 1.00 2,640 5,900 3,260 1.00 RTU-8 FM OFFICES EXST 3 25 2627 - - - - 1.00 2,640 5,900 3,260 1.00 - - - - 2829 - - - - 1.00 2,640 5,900 3,260 1.00 - - - - 3031 60 3 EXST TRASH COMPACTOR 1.00 2,640 4,640 2,000 1.00 RTU-12 EMPLOYMENT OFFICE EXST 3 20 3233 - - - - 1.00 7,500 9,500 2,000 1.00 - - - - 3435 - - - - 1.00 7,500 9,500 2,000 1.00 - - - - 3637 60 3 EXST RTU-15 RETAIL 1.00 9,090 18,180 9,090 1.00 RTU-14 RETAIL EXST 3 60 3839 - - - - 1.00 9,090 18,180 9,090 1.00 - - - - 4041 - - - - 1.00 9,090 18,180 9,090 1.00 - - - - 42

NOTES :1. ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE. ØA ØB ØC TOTALS

INSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW. 45,520 49,720 47,480 142,720 CONNECTED LOAD (VA)2. LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL 172 CONNECTED LOAD (A)

ELECTRICAL CODE. 0 0 458 458 DEMAND FACTOR ADJUSTMENTS (VA)3. PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT LABEL 45,520 49,720 47,938 143,178 TOTAL LOAD (VA)

AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL READ: 164 179 173 TOTAL LOAD (A)"DANGER: POTENTIAL ARC FLASH HAZARD" 179 MAXIMUM LOAD (A)

4. ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, 32% 35% 33% PHASE BALANCE(E)AST, (W)EST.

LIGHT FIXTURE SCHEDULEFIXTURE FIXTURE FIXTURE LAMPS FIXTURE DESCRIPTION REMARKSNUMBER MANUFACTURER CATALOG # TYPE QTY. VOLTS WATTS MOUNTING

F1 CREE CPY250-A-DM-F-B-UL-WH-DIM LED - UNV 122 SURFACECEILING LED LOW PROFILE CANOPY LUMINAIRE FIXTURES INCLUDED WITH CANOPY KIT AND INSTALLED BY

CANOPY INSTALLER

ROUGH-IN DETAIL FOR CONDUIT

GENERAL NOTES:

2

TRENCHING DETAIL3

TYPICAL CONDUIT RACK DETAIL4