ADDENDUM - engsystems.com Addendum 1.pdfBidding Requirements for a Fixed Sum US 160331 Page 2 of 2 Unit Price #5 Bid: Bidder hereby proposes to furnish all materials, labor, equipment,

CON-MIS-0044-US Rev. B 13 November 2002 Page 1 of 2

ADDENDUM Project: Rigby Holbrook Heritage 17TSC

Project No.: 599139317010301 Addendum No.: One

Project Address: 200 North 4000 East, Rigby, ID 83442

Date: May 10, 2018

Owner: Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole From (Architect): NBW Architects Idaho Falls, Idaho

Instructions to Prospective Bidders: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents and/or prior Addenda as noted below. All conditions, requirements, materials and workmanship are to be as described in the Contract Documents unless specifically stated otherwise. This Addendum consists of 6 page(s) and the attached drawing(s), Sheet(s) AD1.1, AD1.2, S101, S107, S206, E101, E112, E602 , dated NA .

Bid Opening:

Date: May 15, 2018 Time: 2:00 p.m. Location: Rigby East Stake Center 4021 E 300 N Rigby, ID 83442

GENERAL

1. Note Bid Opening date and time above. 2. The time limit for substantial completion will be 365 calendar days. 3. Use attached Bid Form to submit bid. 4. See attached Specification Section 01 2200 – Unit Prices for unit prices to be submitted on attached Bid

Form. 5. See attached AD1.2 for section profiles (Water Line Addition) for the Unit Prices noted above. 6. Remove from the “Subcontractors and Suppliers” list the following: “Termite Control” & “Elevators/Lifts”. 7. A SWPPP plan will not be provided by the owner. This will be the responsibility of the General Contractor. 8. Lithium (or Fly Ash) will be required in all exterior concrete. This includes all site work and exterior stem

walls. (Specification Section 03 3111 Part 2.1.C.3.a.) 9. All landscape curbing to be hand formed. No curbing machines allowed. Aggregate base is required

under landscape curbing (mow strips). See Detail N on Sheet C501. Delete Specification Section 3 3111 Part 3.3. A.5.d.1 and 2.

SPECIFICATIONS

1. Section 03 4800. Precast Concrete Specialties. Part 2.3 Fabrication. Splash Blocks to be 48” long as detailed. See G/C502.

2. Section 08 4113. Aluminum-Framed Entrances and Storefronts. Part 2.1.D.4.d. Low-Swing Door Operator. The following manufacturer is to be added to the list of approved products:

Hunter HA-8 by Hunter Access Technologies, Inc., Lakewood, NJ. www.hunterautomatics.com

http://www.hunterautomatics.com/

CON-MIS-0044-US Rev. B 13 November 2002 Page 2 of 2

3. Section 08 7103 Securing Devices, Part 2.1.D.2. Replace with the following:

4. Section 08 7103 Securing Devices, Part 2.1.F. Replace with the following:

ARCHITECTRUAL

1. Sheet A601, Detail D. The sidelights of the exterior storefront are to have a 10” base rail to match the doors.

STRUCTURAL

1. Sheet S101. Additional footings shown for bearing walls at both main foyers, see attached. 2. Sheet S107. See revised snow drift loads, see attached. 3. Sheet S206. Revised truss profile TR-8 and added partition beam for clarification. Revised wall dead

load and drift load shown on TR-8 load table, see attached. ELECTRICAL

1. Sheet E101: Identified two lighting circuit numbers, see attached. 2. Sheet E101: Modified Keynote #21, see attached 3. Sheet E112: Identified probable locations for emergency lighting inverters, see attached. 4. Sheet E602: Modified fixture schedule and schedule notes, see attached.

LANDSCAPE

1. See attached revised plant list AD1.1. The size for the ground cover roses has changed from 5 gal. to 2 gal.

2. All topsoil to be imported.

End of Addendum

Bidding Requirements for a Fixed Sum US 160331 Page 1 of 2

B I D F O R M FOR GENERAL CONTRACT WORK (U.S.)

PROJECT IDENTIFICATION: Rigby Holbrook Heritage 17TSC OWNER:

Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter-day Saints, a Utah corporation sole (“Owner”), Rigby FM Group

ARCHITECT: NBW Architects, P.A. _____________________________________________________________________________________________

B I D 1. In submitting this Bid, Bidder represents that:

a. If this Bid is accepted, Bidder will enter into an agreement with Owner to perform and furnish the Work described in the Bidding Documents for the Bid Price and within the Time of Substantial Completion indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

b. Bidder has carefully examined Set(s) Number _______ of the Bidding Documents consisting of the Project Manual containing the Bidding Requirements, the Conditions of the Contract, and the Specifications, entitled ____________________________, the Drawings entitled _____________________________________ and dated _________________________, and including sheets numbered ___________________________, and addenda numbers _______________.

c. Bidder has examined the site of the work, existing conditions, and all other conditions affecting the work on the above-named Project.

d. Bidder has carefully correlated the information known to Bidder and information and observations obtained from visits to the site with the Bidding Documents.

e. Bidder is familiar with federal, State, and local laws and regulations applicable to Project. f. Bidder guarantees there will be no revisions or withdrawal of bid amount for forty-five (45) days after the bid

opening. 2. Base Bid: Bidder hereby proposes to furnish all materials, labor, equipment, tools, transportations, services,

licenses, fees, permits, etc., required by said documents to complete the Work described by the Contract Documents for the lump-sum of: _________________________________________________________ Dollars ($ ________________________).

Add Alternate A Bid: Bidder hereby proposes to furnish all materials, labor, equipment, tools, transportations,

services, licenses, fees, permits, etc., required by said documents to complete the Work described by the Contract Documents for the lump-sum of: __________________________________________________ Dollars ($ ________________________).

Unit Price #1 Bid: Bidder hereby proposes to furnish all materials, labor, equipment, tools, transportations,

services, licenses, fees, permits, etc., required by said documents to complete the Work described by the Contract Documents for unit price per lineal foot of boring of: __________________________________________________ Dollars ($ ________________________).


services, licenses, fees, permits, etc., required by said documents to complete the Work described by the Contract Documents for unit price per lineal foot of trench infill of: __________________________________________________ Dollars ($ ________________________).


services, licenses, fees, permits, etc., required by said documents to complete the Work described by the Contract Documents for the unit price per square foot of asphalt patch: __________________________________________________ Dollars ($ ________________________).


services, licenses, fees, permits, etc., required by said documents to complete the Work described by the Contract Documents for the unit price per square foot of concrete patch: __________________________________________________ Dollars ($ ________________________).

Bidding Requirements for a Fixed Sum US 160331 Page 2 of 2

Unit Price #5 Bid: Bidder hereby proposes to furnish all materials, labor, equipment, tools, transportations, services, licenses, fees, permits, etc., required by said documents to complete the Work described by the Contract Documents for the unit price per square foot of aggregate patch: __________________________________________________ Dollars ($ ________________________).

3. Bidder agrees to achieve substantial completion of the Work within the number of days indicated in the Invitation

to Bid. 4. Enclosed is a Bid Bond for not less than five percent (5%) of the bid. RESPECTFULLY SUBMITTED:

Signature

Printed name

Title

Company name

Business Address

_______________

Date City, State, and Zip Code

_______________

License No. Telephone Fax

Contact Email Address

599139317010301 April 2018 Rigby Holbrook Heritage 17TSC

Unit Prices - 1 - 01 2200

SECTION 01 2200

UNIT PRICES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes But is Not Limited To: 1. Administrative and procedural requirements for Unit Prices.

1.2 UNIT PRICE MEASUREMENT

A. Unit prices listed by Contractor on Bid Form will be used to price changes to Contract Sum. Such unit prices include all labor, material, equipment, overhead, profit, and taxes.

B. Unit Price Measurement: 1. Keep daily log of each Unit Price item which includes:

a. A description of Unit Price Item. b. Quantity. c. Date. d. Time of Day with place for AM and PM. e. Signature of person preparing log.

2. Submit copy of log to Architect with daily construction reports.

1.3 UNIT PRICE PAYMENT

A. Contract Sum will be adjusted by change order to reflect variance, if any, of actual quantities from amount included in base bid for each Unit Price.

PART 2 - PRODUCTS Not Used

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No.1 - Boring: 1. Description: Bore under existing driveways for new water line. 2. Unit of Measurement: Per lineal foot.

B. Unit Price No.2 – Trench Infill: 1. Description: Infill and compact trench thru existing driveways in accordance with attached detail. 2. Unit of Measurement: Per lineal foot.

C. Unit Price No.3 – Aggregate Surface Patch: 1. Description: Provide new aggregate gravel surface at trench through existing driveway in

accordance with attached detail. 2. Unit of Measurement: Per square foot.

D. Unit Price No.4 – Asphalt Surface Patch:

599139317010301 April 2018 Rigby Holbrook Heritage 17TSC

Unit Prices - 2 - 01 2200

1. Description: Provide new asphalt with aggregate base surface patch at trench through existing driveway in accordance with attached detail.

2. Unit of Measurement: Per square foot.

E. Unit Price No.5 – Concrete Surface Patch: 1. Description: Provide new concrete with aggregate base surface patch at trench through existing

driveway in accordance with attached detail. 2. Unit of Measurement: Per square foot.

END OF SECTION

PLANT LIST

Quant Key Botanical Name Common Name Size

TREES

4 AK Acer platanoides 'Crimson King' Crimson King Maple 2" B&B

13 AQ Acer platanoides 'Emerald Queen' Emerald Queen Maple 2" B&B

4 AE Amelanchier x g. 'Autumn Brilliance' Autumn Brilliance Amelanchier 2" B&B

10 GS Gleditsia triacanthos 'Skyline' Skyline Honeylocust 2" B&B

5 MR Malus 'Radiant' Radiant Flowering Crab 2" B&B

10 MU Malus 'Spring Snow' Spring Snow Fruitless Crab 2" B&B

2 GF Picea pungens 'Fastigiata' Columnar Blue Spruce 6'-8' 24" B&B

1 TG Tilia cordata 'Greenspire' Greenspire Linden 2" B&B

SHRUBS

9 A Buxus microphylla 'Winter Gem' Winter Gem Boxwood 5 gal. 12-18"

15 B Cornus alba 'Ivory Halo' Variegated Tatarian Dogwood 5 gal. 18-24"

4 C Euonymus alata 'Compacta' Dwarf Winged Euonymus 5 gal. 18-24"

6 D Physocarpus opulifolius 'Diablo' Diablo Ninebark 5 gal.

26 E Rhus aromatica 'Gro-Low' Aromatic Sumac 5 gal. 18-24"

6 F Rosa 'John Cabot' John Cabot Bush Rose 5 gal. 12-18"

28 G Rosa flower carpet 'Appleblossom' Appleblossom Groundcover Rose 2 gal. 12-18"

62 H Rosa flower carpet 'Pink Supreme' Pink Supreme Groundcover Rose 2 gal. 12-18"

4 I Rosa flower carpet 'White' White Groundcover Rose 2 gal. 12-18"

29 J Spiraea bumalda 'Anthony Waterer' Anthony Waterer Spiraea 5 gal. 12-18"

26 K Spiraea bumalda 'Gold Flame' Gold Flame Spiraea 5 gal. 12-18"

33 L Spiraea betulifolia 'Tor' Tor Birchleaf Spiraea 5 gal. 12-18"

9 M Taxus x-media 'Dark Green Spreader' Dark Green Spreading Yew 5 gal. 18-24"

3 N Weigela florida 'Midnight Wine' Midnight Wine Weigela 5 gal. 18-24"

GROUNDCOVER

16 G1 Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 1 gal.

41 G2 Helictotrichon sempervirens 'Sapphire' Sapphire Blue Oat Grass 1 gal.

32 G3 Hemerocallis 'Pardon Me' Pardon Me Daylilly 1 gal.

21 G4 Nepeta x faassenii 'Walker's Low' Walker's Low Catmint 1 gal.

RIGBY HOLBROOK ADDENDUM #1 05-02-18

RAndrus

Text Box

AD1.1

ASPHALT DRIVEWAY PAVEMENT SECTION

GRAVEL DRIVEWAY SECTION

A

CONCRETE DRIVEWAY SECTION

B

C

Rigby Holbrook HeritageNBW ArchitectsSection ProfilesWaterline AdditionAD1.2

SS

SS

SS

SS

SS SS

SS SS

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

1 1

2 2

3 3

4 4

5 5

6 6

7 7

FC2.0

FC2.0

FS

3.0

FS

3.0

FC1.5

FC1.5

CW-12

CW-12

FC

2.0

FC

2.0

CW

-16

CW

-16

FC2.0

FC2.0

CW-16

CW-16

FC

2.0

FC

2.0

CW

-18

CW

-18

FC

2.0

FC

2.0

FC2.0

FC

2.0

FC

2.0

FC2.0

FC

2.0

CW

-16

CW

-16

CW-14

CW

-16

CW

-16

CW

-16

CW-14

FS2.5 FS2.5

6' - 8" 22' - 4" 15' - 8" 18' - 3" 18' - 3" 29' - 8" 26' - 0" 36' - 0" 15' - 4" 12' - 0"

16

' - 1

1"

7' -

2"

33

' - 2

"3

3' -

2"

7' -

2"

16

' - 1

1"

FC

2.0

TOP OF FOOTING AT 96'-11"

2

S502

2

S502

1

S502

1

S502

6

S502

TYP

S503

2

7

S501TYP

5

S502

2

S502

S503

3

TYP

7

S502

8

S502

1

S502 4

S502S503

1

6

S501

TYP

TYP

7

S5016

S502

S503

2

TYP

1

S502

5

S501

7

S502

8

S502

TYP

TYPOPPSIM

TYP

OPP

TYP

TYP

TYP

TYP

7

S502

TYP

S502

12

S502

11

S502

12

S502

12

TYP

2

S502

2

S502

5

S503

4

S503

8

S502

S502

11

S502

11

TYP

S502

12

S502

12

S502

12

S502

12

FOOTING FOR VOLLEYBALL POST -SEE ARCHITECTURAL - TOF IS 99'-4"

SIM

CW-8

CW-8CW-8

CW-8

CW

-8

CW

-8

CW

-8

CW

-8

S504

1 TYP AT STEP

7

S502

TYP

S503

3

7

S502

4

S502TYP

CW-14

CW-14

TYPTYP

NOTE: REFERENCE AND COORDINATE DIMENSIONS WITH SHEET A110

SIM

SIM

5

S502

TYP

4

S502TYP

4

S502TYP

32

' - 2

"5

0' -

2"

32

' - 2

"

6' - 0" 6' - 0"

4"

3' - 0"

7' - 11 1/2" 7' - 6" 7' - 11" 7' - 6" 5' - 1 1/2"

TYP6"

TY

P6

"

TY

P6

"

TYP6"

6' - 4 1/2" 5' - 9 1/4" 6' - 1 1/4" 6' - 1 1/4" 5' - 9 1/4" 6' - 4 1/2"

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

160' - 2" 10' - 2 7/8" 1' - 3 1/8"

5' - 11 1/2" 7' - 6" 7' - 11" 7' - 6" 7' - 1 1/2"

TYP6"

TY

P6

"

2' - 2"

6 1

/2"

6' -

6"

6 1

/2"

16

' - 0

"1

1" 1

' - 6

1/4

"

15

' - 4

3/4

"

67

' - 4

"6

' - 8

"1

' - 6

1/4

"1

5' -

4 3

/4"

11

5' -

6"

TY

P6

"

TYP6"

2' -

8 1

/2"

1' -

3 5

/8"

2' - 8"

10' - 2 7/8"1' - 3 1/8"

16

' - 0

"

6 1

/2"

4 1

/2"

6' -

1 1

/2"

6 1

/2"

6"

MECHANICAL ENCLOSURE PAD, SEE PLAN NOTE 21




FS2.5

FS2.5

8

S503

8

S503

6' -

8"

6"

6"

2' -

6"

4' -

2"

2' -

6"

4' -

2"

6' - 4 1/2" 5' - 9 1/4" 6' - 1 1/4" 6' - 1 1/4" 5' - 9 1/4" 6' - 4 1/2"

6" 2' - 10"3' - 4" 6"

8' -

1"

15

' - 1

1/2

"5

' - 4

"4

' - 7

1/2

"4

' - 7

1/2

"5

' - 4

"1

5' -

1 1

/2"

8' -

1"

FC

1.5

FC

1.5

FC

1.5

FC

1.5

FC

1.5

FC

1.5

FC

1.5

FC

1.5

FOOTING AND FOUNDATION PLAN NOTES :

1. SEE SHEET S602 FOR CONCRETE FOOTING SCHEDULE AND CONCRETE FOUNDATION WALL SCHEDULE.

2. VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT AND ENGINEER OF DISCREPANCIES FOUND.

3. INTERIOR CONCRETE FLOOR SLAB ON GRADE TO BE 4" THICK WITH #4 BARS AT 18" ON CENTER EACH WAY WITH 1" CLEAR TO TOP SURFACE.

4. NO CONTROL JOINTS ALLOWED IN INTERIOR CONCRETE SLAB ON GRADE UNLESS APPROVED BY ARCHITECT.

5. FINISH FLOOR ELEVATION IS 100'-0", UNLESS NOTED OTHERWISE.

6. SEE DETAIL 1/S501 FOR TYPICAL PIPE PERPENDICULAR AND PARALLEL TO FOOTING DETAIL.

7. SEE DETAIL 2/S501 FOR TYPICAL REINFORCING AT INTERSECTIONS IN CONCRETE WALLS.

8. SEE DETAIL 3/S501 FOR TYPICAL SILL PLATE BOLTING DETAIL.9. SEE DETAIL 4/S501 FOR TYPICAL STEPPED FOOTING DETAILS.10. SEE DETAIL 8/S501 FOR TYPICAL SLAB ON GRADE DETAIL.11. DEPRESS FLOOR SLAB AS SHOWN ON PLANS FOR TILE/WOOD

FLOOR SYSTEM. SEE 5/S501, AND 7/S502 FOR DETAIL AT STEP IN SLAB. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.

12. RECESS FOUNDATION WALL 8" AT DOORWAYS AND POUR SLAB THRU OPENINGS. SEE 2/S502.

13. SEE DETAIL 9/S501 WHERE SPOT FOOTINGS AND CONTINUOUS FOOTINGS ARE PLACED AT DIFFERENT TIMES.

14. SEE DETAIL 10/S501 FOR TYPICAL FOOTING OVER COMPACTED STRUCTURAL FILL.

15. ALL DIMENSIONS TO STUD WALLS ARE TO FACE OF STUD WALL.16. SPOT FOOTINGS ARE TO BE CENTERED UNDER COLUMN OR

HOLD-DOWN.17. TOP OF EXTERIOR FOOTING 97'-0" TYPICAL UNLESS NOTED

OTHERWISE AT ALL EXTERIOR FOOTINGS.18. TOP OF INTERIOR FOOTINGS 99'-6" TYPICAL UNLESS NOTED

OTHERWISE AT ALL INTERIOR FOOTINGS.19. SEE LEGEND ON S601 FOR SYMBOLS AND ABBREVIATIONS.20. SEE SHEET S102 AND DETAIL 9/S502 FOR HOLD-DOWNS21. EXTERIOR EQUIPMENT ENCLOSURE, SEE SHEET C504,

COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS.

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PROFESSIO

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Architect / Engineer:

Stamp:

Project Number:

Sheet Title:

Sheet:

Plan Series:

Property Number:

Pro

ject

for:

HER 17SC

599-1393

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PM

S101

FOOTING AND FOUNDATIONPLAN

17069

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4/2

3/2

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SCALE : 1/8" = 1'-0" S101

1FOOTING AND FOUNDATION PLAN

Mark

Da

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7

12

S523

2

S523

2

S524

5

S522

4

S522

SEE S106

BM- 19

2x6 AT 24" O.C. BELOW

2

S523

2x4 AT 24" O.C. BELOW

7

S522

28'-0"

FR

OM

GR

ID -

SE

E

NO

TE

14 O

N S

106

W6-B

W6-B

TYPE 1 DIAPHRAGM - SEE S106

RIDGE

SIM

D E F

6

7

2

S524

9

S523

4

S524

2x1

0 A

T 2

4"

O.C

.

2x1

0 A

T 2

4"

O.C

.

2x8 AT 24" O.C. 2x8 AT 24" O.C.

TR

-7 A

T 2

4"

O.C

.T

R-6

AT

24"

O.C

.

9

S523

4

S523

SE

E N

OT

E 3

SE

E N

OT

E 3

2

S523

2

S523

7

S522

28'-0"

FR

OM

GR

ID -

SE

E

NO

TE

14 O

N S

106

W6-B

W6-B

W6-A

W6-A

TYPE 1 DIAPHRAGM - SEE S106

RID

GE

K L

2

3

4

5

6

S521

9

S521

9TYP

TYP

7

S522

8

S521

6

S524

6

S524

1

S524

1

S524

3

S523

(4) TR-8

105 psf

40 psf

SNOW DRIFT PROFILE

OPP

TYPE 2 DIAPHRAGM

2x6

OU

TL

OO

KE

RS

@ 2

4"

o.c

.

10' - 0"

TR-8 AT 24" O.C.

5

S524

5

S524

7

S524

7

S524

BM-22

BM-23

BM-22

BM-23

(2) 1 3/4x5 1/2 SCL @ 24" o.c.

(2) 1 3/4x5 1/2 SCL @ 24" o.c.

PRESSURE TREATED 6x6 DF No.1 POST

DR

AG

TR

US

S -

250 p

lf (

AS

D)

SEE NOTE 4

SEE NOTE 4

SEE NOTE 5

SEE NOTE 5

ENLARGED ROOF FRAMING PLAN NOTES:

1. SEE S106 FOR GENERAL ROOF FRAMING NOTESTYPE 2 BLOCKED DIAPHRAGM, SEE SCHEDULE E ON S604

2.

3. 2x6 AT 24" O.C. FRAMING BELOW OVERBUILD. FRAMING TO SPAN FROM TR-3 TOP CHORD TO BEARING WALL, SEE 9/S523.

4. POCKET BEAM INTO CORNER OF WALL.5. ATTACH BEAM TO COLUMN USING SIMPSON

ECCQ66 SDS2.5 COLUMN CAP.


Stamp:

Project Number:

Sheet Title:

Sheet:

Plan Series:

Property Number:

Pro

ject

for:

HER 17SC

599-1393

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S107

ENLARGED ROOF FRAMINGPLAN

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SCALE : 1/4" = 1'-0" S107

2ENLARGED BACK OVERBUILD FRAMING

SCALE : 1/4" = 1'-0" S107

1ENLARGED ENTRY ROOF FRAMING

SCALE : 1/4" = 1'-0" S107

3ENLARGED LOW ROOF FRAMING PLAN

RIDGE

Mark

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A B C D E F

BALANCEDSNOW/ROOF

LIVE LOAD (plf.)

TOP CHORDDEAD LOAD

(plf.)

WINDWARDLOAD (plf.)

LEEWARDLOAD (plf.)

LEEWARD EXTENT(FT'-IN" LOAD (plf.)

BOTTOMCHORD

LOAD (plf.)

80 20 25 55 8'-2" 20

12

SEE ARCH

LOAD DIAGRAM 3 - BOTTOM CHORD

C

D

A

LOAD DIAGRAM 2 - TOP CHORD

A + B F

TR-8 LOAD DIAGRAMS

B

CL

CL

LOAD DIAGRAM 1 - TOP CHORD

TR-8 LOAD COMBINATIONS

TYPICAL TRUSSCOMBINATION LOAD 1: LOAD DIAGRAMS 1,3COMBINATION LOAD 2: LOAD DIAGRAMS 2,3

GIRDER TRUSSCOMBINATION LOAD 3: LOAD DIAGRAMS 4,3COMBINATION LOAD 4: LOAD DIAGRAMS 5,3

SYMMETRICAL ABOUTCENTERLINE

NOTE: TRUSS TO SUPPORT LOADS AS SHOWNAND AS MIRRORED.

2x6 BETWEEN, AND FLUSH WITH, WEBSTO SUPPORT INSULATION

2x6 MINIMUM TOP CHORD

TR-8 TRUSS LOADS

GRID

S522

8

CL

1. SEE S201 FOR GENERAL TRUSS NOTES.2. TRUSS CONFIGURATION AT GIRDER TRUSS

ON GRID K TO BE (4) PLY.3. TRUSS TOP CHORD OF GIRDER TRUSS TO BE

2x8 MINIMUM.4. TRUSS TOP CHORD AT GIRDER TRUSS TO BE

DESIGNED FOR 225 plf (ASD) INCLUDING CONNECTIONS.

5. TR-8 TO BE DESIGNED FOR DRIFT SNOW LOADS, SEE 3/S107 FOR DRIFT PROFILE.

6. LOAD DIAGRAMS 4 AND 5 ARE FOR THE MULTI-PLY GIRDER TRUSS ONLY.

7. SEE DETAIL 3/S523 FOR TOP CHORD FASTENING OF MULTI-PLY GIRDER TRUSS.

11

S523

TR-8 TRUSS NOTES:

33' - 2"

20 1

/2"

C

D

A

LOAD DIAGRAM 5 - GIRDER TOP CHORD

A + B + G + H B + G + H

CL

CL

LOAD DIAGRAM 4 - GIRDER TOP CHORD

NOTE: TRUSS TO SUPPORT LOADS AS SHOWNAND AS MIRRORED.

E

EG H

400 210

WALL DEAD LOAD (plf.)

DRIFT LOAD (plf.)

RAISED BOTTOM CHORD TO ALLOW FOR PARTITION DOOR PASSAGE AND SUSPENDED CEILING

2x6 BETWEEN, AND FLUSH WITH, WEBSTO SUPPORT INSULATION

EQ

EQ

6"

2x TOP CHORD DEPTH x 8'-0" LONG, DF#2 MEMBER TO BE ATTACHED IN FIELD TO SIDE OF TRUSS WITH 16d NAIL AT 6" O.C. STAGGERED

SIMPSON A34 AT 48" O.C. WITH (8) 8d x 1 1/2" NAILS. STAGGER ON EACH SIDE OF PIGGYBACK TRUSS

TR-9 LAID FLAT -SEE S207

NO SHEATHING ALLOWED BETWEEN TRUSSES

PIGGYBACK TRUSS, PER TRUSS MANUFACTURER

2x6 MINIMUM TOP CHORD

(2) 16d NAILS AT EACH TR-9 WEB

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25' - 0" ±12"

CLR

2"

MIN

1' -

6 1

/4"


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Sheet Title:

Sheet:

Plan Series:

Property Number:

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SCALE : NONE S206TR-8 TRUSS ELEVATION 1

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A B C D E F G H J K L

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Stair154

Foyer102

Waiting142

Waiting109

Waiting104

Foyer140 Family Restroom

139

Storage152

Mothers Room156

Family Restroom108

Corridor103

Room107

Room145

Bishop144

Vestibule141

Interview137

Stake President136

Room130

Fire Riser Room129

Vestibule128

Room126

Room125

Room124

Vestibule121

Utility122

Room120

Room115

Room114

Serving Area113

Room112

Bishop111

Vestibule101

Bishop106

Clerk110

Clerk105

Room119

Room118

Clerk138Clerk

143

High Council134 Room

133

Room131

Room132

Room117

Room116

Sac. Prep149

Technology146 Storage

151

Material Center161

Corridor127

Men160

Women159

Platform153a

Platform153

Platform153b

Corridor123

Font158

Room157

Custodial155

Rostrum148

Chapel147

Cultural Center150

F1

F3

F3E

F14

F18

F11

F11

F1

F1

F1 F1

F1

F1

F1 F1

F1

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F3 F3EF3

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F3EF3E

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F1 F1F1

F1

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F1F1

F24

F11F11

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F3F3E

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F28

F1F1

F1

F3

F1

F13F11

F13

F1

F29

F29

F29

F29

F29

F29

F29

F29

F12

F29

F29

F29F29

F29 F29

F29

F19

F19

F19

F19 F19

F19 F19

F12

F12

F12

B-37

A-24

B-18

A-37

B-22

A-26

A-28

F26

F22

F22F21

F1 F1

F26

F5

F5

F4E

8

4

10 10

1010

1

5

F10

F8 F81319

1319

F8

F10F8

F10

19

13

19

13

F9

F9

17

14

F29

F29

EM

EM

EM

EM

EM EM

EM

1

22

4

2

E501

2

E501

16

4

4

2

E501

4

E501

RP1-4(B- 30)

RP1-3(B- 28)

RP1-13(A- 31)

RP1-12(B- 26)

F22

F22

F19F11

F9

EM11

11

11

11F3E11F3E11

11

11

11

11

11

11

RP1-10(A- 33)

RP1-11(B- 26)

F2E F2E

11 11

F2E F2E

F2E

F2E

11 11

1111

RP1-15(A- 35)

RP1-16(A- 35)

RP1-6(B- 33)

RP1-1(B- 14)

RP1-5(B- 30)

RP1-2(B- 35)

F9

F9

F9

13

UP

F6E

A-22

7

9 11

8

9

11

F3E

11

9

11

11

9

11EM11

F11F11

F4E

1111

111111RP1-14(A- 31)

11

6

RP1-8(A- 31)

F28

11

F12

F12

F12

F28E

F28E

11

F28E

F29 F29 F29

F28F28

18

17

15

F9

RP1-7(B- 30)

F9

F12

8

11

1122

11

22

22

11

F1

F1E

F1E

F1

1111

22

9

22

9

22

20

3

39

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21EM

EM21

23

F12F12

F12

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11

F29

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22 2211

F28E

F28E

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FESSION AL ENGINEER

1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com

Engineering Inc.Consulting Engineers


Stamp:

Project Number:

Sheet Title:

Sheet:

Plan Series:

Property Number:

Pro

ject

for:

P.E. JOB #1814

4-16-2018

5/1

0/2

018

10:2

9:1

8 A

M

E101

MAIN FLOORLIGHTING PLAN

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SCALE = 1/8" = 1'-0"

FIRST FLOOR LIGHTING PLAN

SHEET KEYNOTES

1 PROVIDE SUFFICIENT BOX DEPTH AND CORRECTPLASTER RING TO ACCOMMODATE ACTUAL RELAYUNIT AND OCCUPANCY SENSOR INSTALLED. ALSOPROVIDE PROPER SEPARATION OF 120V AND CLASS 2WIRING AS NECESSARY IN ACCORDANCE WITH NEC.SET SENSITIVITY AND TIME DELAY OF SENSOR ATMAXIMUM.

FIXTURE TO BE ON CONTINUOUSLY (NOT SWITCHED)

SEE DETAIL 3/E501 FOR SWITCH LABELING.

MOUNT WALL SCONCE AT 7'-6" AFF TO TOP OFFIXTURE.

CIRCUIT THROUGH THE LIGHTING CONTROL PANEL.SEE EXTERIOR LIGHTING CONTROL ON DIAGRAM SHEET E603.

RUN LIGHTING THROUGH CENTRAL INVERTER LOCATED IN MEZZANINE. SEE SHEET E112

PROVIDE 0-10V SLIDE DIMMERS FOR TRACK LIGHTING.

PROVIDE 0-10V DIMMING THROUGH ROOM CONTROLLER.

PROVIDE MASTER ON/OFF SWITCH WITH DIMMING.

PROVIDE WIRE GUARD.

PROVIDE UNSWITCHED HOT TO EXIT SIGN OR BATTERY PACK.

TO LOAD SIDE OF GFCI OUTLET.

PROVIDE ROOM CONROLLER LOCATED AT RELAY PANEL TO PROVIDE 0-10V DIMMING.

SEE C/A704 FOR MOUNTING OF COVE LIGHT FIXTURES.

SEE D/A409 FOR MOUNTING OF COVE LIGHT FIXTURES.

MOUNT LIGHTS ON UNDERSIDE OF UPPER SHELF IN ORGAN SPEAKER CHAMBER.

SEE E/A704 FOR MOUNTING OF COVE LIGHT FIXTURES.

SEE A/A704 FOR MOUNTING OF COVE LIGHT FIXTURES.

SEE B/A312 FOR MOUNTING OF COVE LIGHT FIXTURES.

WALL MOUNTED OCCUPANCY SENSOR CONNECTED TO RP1.

PROVIDE 500W LED INVERTER SUCH AS 10TA-11S-550-I ABOVE IN MEZZANINE FOR EMERGENCY LIGHTING. PROVIDE ADDITIONAL WIRING TO LIGHT FIXTURE AND UNSWITCH SENSING CIRCUIT TO INVERTER.

WIRE OCCUPANCY SENSOR TO RELAY PANEL RP1.

DAYLIGHT ZONE. PROVIDE 0-10V DIMMING FOR DAYLIGHTING ZONE WITH ROOM CONTROLLER LOCATED IN PANEL 'RP1'.

PROVIDE ROOM CONTROLLER FOR DIMMING OF CULTURAL CENTER LIGHTING.

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

GENERAL NOTES

EXACT LOCATION OF LIGHT FIXTURES SHALL BE AS SHOWN ON LIGHTING PLAN SHEET E101.

CEILING MOUNTED OCCUPANCY SENSORS SHALL NOT BE INSTALLED WITHIN 6 FEET OF ANY MECHANICAL DIFFUSER.

LOWER CASE LETTERS ON OR NEAR FIXTURES INDICATE CONTROLLING SWITCHES. SWITCH LEGS NOT ALWAYS SHOWN.

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F6EF6 F6

F6E

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F6EF6 F6

C1-10

C2-8

F6E F6E

F6

F6E

F6E

F6EF6EF6E

2

2

2

2

1

2

222

2 F6E

C2-8DN

F24 F24

CHAPEL FIXTUREINVERTER

CENTRAL INVERTER FOR EXTERIORLIGHTING. FIELD VERIFY EXACT LOCATION.

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FESSION AL ENGINEER




Stamp:

Project Number:

Sheet Title:

Sheet:

Plan Series:

Property Number:

Pro

ject

for:

P.E. JOB #1814

4-16-2018

5/1

0/2

018

10:2

9:1

9 A

M

E112

EQUIPMENTPLATFORMLIGHTING PLAN

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SCALE = 1/8" = 1'-0"

EQUIPMENT PLATFORM LIGHTING PLAN

SHEET KEYNOTES

PROVIDE PILOT LIGHT SWITCH.

PROVIDE UNSWITCHED HOT CONDUCTOR TO BATTERY PACK.

1

GENERAL NOTES

COORDINATE LIGHT FIXTURE LOCATIONS IN MECHANICAL EQUIPMENT AREAS. CHAIN SUSPEND FIXTURES AS NECESSARY FOR UNOBSTRUCTED ILLUMINATION.

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LP-32-WISS-B02LED-E1-BL3-CBA-PTLED112-45-DT-SZ277WSQ LED 2 10A700/40K SR3 MVOLT DDBXDLNC2-12LU-4K-TYPE III-4D5-AQ17-4KWN-CPA

PHILLIPSMCGRAW-EDISONTRACELITELITHONIAHUBBELLACCULITE

50

SURFACE1-A19MEDIUM BASE

LED

14

SYMBOL

498752746045228

LEVITONPASS & SEYMOURARROW-HARTBRYANT

NAME CATALOG NUMBER

MANUFACTURER FIXT.VA

PROVIDE METAL WIRE GUARDPROVIDE LED REPLACEMENT LAMP

LED 4000LM

4000K

SF1

SF2

REMARKS

STORAGE BUILDING LIGHT FIXTURE SCHEDULEMOUNTING

LAMPTYPE

WET LOCATION FINISH TO MATCHPARKING LOT FIXTURES. SEE A/C801FOR MOUNTING. PROVIDE REMOTE 90MIN. EMERGENCY BATTERY PACK ANDINTEGRAL PHOTOCELL

F1

Lighting Fixture Symbols

F1E

F2

F2E

F3

F3E

F4

F4EEM

F5

F5EEM

F6

F6E

F8

F9

F10

F11

F12

F13

F11EM

F17

F18

F12EM

F19

F21

F22

F24

F26

F28

F29

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FESSION AL ENGINEER




Stamp:

Project Number:

Sheet Title:

Sheet:

Plan Series:

Property Number:

Pro

ject

for:

P.E. JOB #1814

4-16-2018

5/1

0/2

018

10:2

9:2

2 A

M

E602

SCHEDULESAND NOTES

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FIXTURE SCHEDULE NOTES:

1. SEE ARCH. FOR POLE BASE DETAIL.

2.

3.

ORIENT POLE BASE SO POLE MAY BE LOWEREDWITHOUT HITTING ANY OBSTRUCTION.

4.

SEE SPECIFICATIONS 265600 FOR FIXTUREAND POLE FINISH AND COLOR.

5.

THE FIXTURE DESCRIPTION ANDSPECIFICATIONS TAKES PRECEDENCE OVERCATALOG NUMBER.

ALL LED FIXTURES SHALL BE LISTED BY THEDESIGN LIGHTS CONSORTIUM OR BE ENERGYSTAR LABELED. LEDS SHALL HAVE A MINIMUM100 LM/WATT EFFICIENCY AND A 5 YEARWARRANTED LIFE. LED LAMP DRIVERS SHALLHAVE INTEGRAL SURGE PROTECTION.

6.

7.

ALL LED LAMPS SHALL HAVE DRIVERSCOMPATIBLE WITH LINE VOLTAGE DIMMERS.

THE INDICATED LED LAMP LM/WATTEFFICIENCIES INDICATED ARE MINIMUM VALUES.

TYPE DESCRIPTION LAMP LAMP Temp Electrical Data MFR2 Model2T8 3450 K 120 V/1-30 VA

F1 4'X10" FIXTURE WITH WRAP AROUND ACRYLIC LENS SEESPEC 265100

LED 3000 K 120 V/1-56 VA Metalux 4WSNLED-LD4-44SL-F-UNV-L830-CPI-U

F1E 4'X10" EMERGENCY FIXTURE WITH WRAP AROUNDACRYLIC LENS SEE SPEC 265100

LED 3000 K 120 V/1-56 VA Metalux 4WSNLED-LD4-44SL-F-UNV-EL7W-L830-CD1-U

F2 2'X4' SURFACE MOUNTED LOW PROFILE TROFFER 0-10VDIMMING DRIVER, 1% DIMMING (CULTURAL CENTER)

65W LED 3000 K 120 V/1-70 VA Columbia LJT24-30VLSM-FSAT12140-EDU

F2E 2'X4' SURFACE MOUNTED LOW PROFILE TROFFER 0-10VDIMMING DRIVER, 1% DIMMING (CULTURAL CENTER)

65W LED 3000 K 120 V/1-70 VA Columbia LJT24-30VLSM-FSAT12140-EDU ELL14

F3 1'x4' RECESSED OR SURFACE MOUNTED FLAT PANEL(CORRIDORS)

40W LED 3000 K 120 V/1-50 VA LED WAVES KSL2-1X4-36W-L-D-3000K-LDS /KSL2-HW-FLUSH1x4

F3E 1'x4' RECESSED OR SURFACE MOUNTED FLAT PANEL(CORRIDORS)

40W LED 3000 K 120 V/1-50 VA LED WAVES KSL2-1X4-36W-L-D-3000K-LDS /KSL2-HW-FLUSH1x4 W/EMERGENCY BATTERY

F4E 2' WALL MOUNTED VANITY FIXTURE WITH ACRYLICMOUNT ABOVE MIRRORS AT 7'-0". SEE SHEET A408 SEESPEC 265100

LED 3000 K 120 V/1-20 VA Metalux 2BCLED-LD4-16SL-F-UNV-EL7W-L830-CD1-U

F5 4' WALL MOUNTED VANITY FIXTURE WITH ACRYLICMOUNT ABOVE MIRRORS AT 7'-0". SEE SHEET A408. SEESPEC 265100

LED 3000 K 120 V/1-28 VA Metalux 4BCLD-LD4-16SL-F-UNV-L830-CD1-U

F6 4' SINGLE LAMP STRIP LIGHT. SURFACE OR CHAINSUSPENDED, WITH WIRE GUARD. SEE SPEC 265100

LED 3000 K 120 V/1-28 VA Metalux 4SNLED-LD5-30SL-LN-UNV-L830-CD1-U

F6E 4' SINGLE LAMP STRIP LIGHT. SURFACE OR CHAINSUSPENDED, WITH WIRE GUARD. SEE SPEC 265100

LED 3000 K 120 V/1-28 VA Metalux 4SNLED-LD5-30SL-LN-UNV-EL7W-L830-CD1-U

F8 COVE STAGGERED STRIP ONE 2' LAMP LIGHT FIXTURESEE SPEC. 265100

LED 3000 K 120 V/1-51 VA Metalux WPLED-MP-SLO-30-2-80-HRW-XXX-0-10V-SM

F9 COVE STAGGERED STRIP TWO 4' LAMP FIXTURE SEESPEC 265100.

LED 3000 K Metalux WPLED-MP-HLO-30-4-80-HRW-XXX-0-10V-SM

F10 COVE 4' LONG STAGGERED STRIP FIXTURE. SEE SPEC265100.

LED 3000 K 120 V/1-140 VA Metalux WPLED-MP-SLO-30-4-80-HRW-XXX-0-10V-SM

F11 6" APERTURE RECESSED DOWNLIGHT WITH LEDRETROFIT KIT AND SHALLOW HOUSING. WHITE TRIM ANDLENS. 1-1/4" CEILING FLANGE.

1200 LUMENLED

3000 K 120 V/1-21 VA Liton LH7ICA-LRLDH621CWF-B45

F12 8" APERTURE DOWNLIGHT WITH WHITE TRIM. DAMPLOCATION RATED.

2000 LUMENLED

3000 K 120 V/1-0 VA GE LightingSystems

LRXR618840MD W/ FRAME6R

F13 6" APERTURE DOWNLIGHT WALL WASH WITH WHITETRIM. INCANDESCENT LAMP HOUSING,WHITE TRIM, LED LAMP LABEL

1600 LUMENLED A21 LAMP

3000 K 120 V/1-0 VA Lightolier 1185/1100IC

F14 8" APERTURE DOWNLIGHT WITH WHITE TRIM. DAMPLOCATION RATED.

2000 LUMENLED

3000 K 120 V/1-0 VA GE LightingSystems

LRXR618840MD W/ FRAME6R

F17 30" DIAMETER DOUBLE SEALED BOWL FIXTURE WITHMACHINED ALUMINUM TRIM RING, BOTTOM OF FIXTURESAT +10'-0" ABOVE FINISHED FLOOR

VARIES 3000 K 30" Pendant Fixture 120 V/1-270 VA LightwayIndustries

PFBH-28-LED-U-84W-4-SCBA-WSA

F18 36" DIAMETER DOUBLE SEALED BOWL FIXTURE WITHMACHINED ALUMINUM TRIM RING, BOTTOM OF FIXTURESAT +13'-0" ABOVE FINISHED FLOOR

VARIES 3000 K 36" Pendant Fixture 120 V/1-1080 VA LightwayIndustries

PFBH-36-LED-U-84W-4-SCBA-WSA

F19 WALL SCONCE WITH SEMISPHERICAL ACRYLIC LENSALUMINUM TRIM RING TO MATCH PENDANT FIXTURES.*ELECTRONIC BALLAST. SEE A/301 FOR MOUNTING.

26W 3000 K Lighting Fixture 120 V/1-30 VA LightwayIndustries

PVFW-8-LED-U-9W-2- SCBA- WSA

F21 SURFACE 8' TRACK, TWO CIRCUIT WITH 5 AMP CURRENTLIMITER

N/A 0 K 120 V/1-600 VA Halo L624P L900P L941P L949P

F22 SURFACE CYLINDRICAL SPOT LAMP HOLDER 1-PAR 38 LEDREPLACEMEN

T 2000LMDIMMABLE

3000 K 120 V/1-28 VA Halo L80815FL9030P

F24 SURFACE CERAMIC LAMP HOLDER. PROVIDE METALWIRE GUARD

1-A19 LEDREPLACEMEN

T 1000LMDIMMABLE

3000 K 120 V/1-0 VA Pass &Seymour

274

F26 WALL MOUNTED. WET LOCATION FINISH TO MATCHPARKING LOT FIXTURES. PROVIDE FIXTUREWITHPROVIDE WITH VANDAL RESISTANT HARDWARE

LED 2000 LM 3000 K 120 V/1-0 VA Lumark XTOR2B-W-WT

F28 2'x4' RECESSED FIXTURE WITH CENTER ACRYLIC LENS. LED 4000 LM 3000 K 120 V/1-50 VA LSI IndustriesInc

LPASC24-LED-SS-NW-UE-FK24

F28E 2'x4' RECESSED FIXTURE WITH CENTER ACRYLIC LENS. LED 4000 LM 3000 K 120 V/1-50 VA LSI IndustriesInc

LPASC24-LED-SS-NW-UE-FK24

F29 EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS SHOWNON PLANS. PROVIDE CLEAR VANDAL SHIELD FORFIXTURES IN CULTURAL CENTER.

LEDINCLUDED

0 K PROGRESS PE-TPE-U-G-30

F30 POLE LIGHT DIMMABLE WITH OCC. SENSOR LED 4000 K 120 V/1-85 VA LITHONIA HEAD: DSXO-LED-40C-700-40K-T3M-MVOLT-SPA-PIRH-CBAPOLE: SSAH-18-4G-DM19-CBA

FIXTURE SCHEDULE TITLE

Project Manager: XX

Model

E.C SHALL PROVIDE SPARE STOCK FIXTURES TOOWNER, OBTAIN LETTER OF RECEIPT.F1: QUANTITY 5F3: QUANTITY 5F28: QUANTITY 5

SPECIAL NOTE FOR LIGHTING REABTES:

IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO RECEIVE THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM POWER COMPANY. E.C. SHALL SUBMIT VERIFICATION OF POWER COMPANY PRE APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS. VISIT POWER COMPANY WEBSITE OR CONTACT POWER COMPANY FOR ALL NECESSARY FORMS.

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APPROVED LIGHTING SUPPLIERS:IN ADDITION TO THE FIXTURES ABOVE, FIXTURE PACKAGES FROM THE FOLLOWING SOURCES ARE ALSO ACCEPTABLE.K&S LIGHTING, ROB KUNZLER (1-801-451-7873).TLP, MIKE DECKER (1-208-431-7625) WITH THE EXCEPTION OF F17, F18, F19, F26, F30.

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8. F12 FIXTURE MARKED WITH EM SHALL BE FURNISHEDWITH AND EMERGENCY BATTERY DRIVER THAT WILL ILLUMINATE FIXTURE UPON POWER FAILURE.

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