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
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 ($ ________________________).
Unit Price #2 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 trench infill of: __________________________________________________ Dollars ($ ________________________).
Unit Price #3 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 asphalt patch: __________________________________________________ Dollars ($ ________________________).
Unit Price #4 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 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
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
MECHANICAL ENCLOSURE PAD, SEE PLAN NOTE 21
MECHANICAL ENCLOSURE PAD, SEE PLAN NOTE 21
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.
14134
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Architect / Engineer:
Stamp:
Project Number:
Sheet Title:
Sheet:
Plan Series:
Property Number:
Pro
ject
for:
HER 17SC
599-1393
5/2
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18 3
:24
:05
PM
S101
FOOTING AND FOUNDATIONPLAN
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SCALE : 1/8" = 1'-0" S101
1FOOTING AND FOUNDATION PLAN
Mark
Da
te(D
-M-Y
)D
escrip
tio
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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.
Architect / Engineer:
Stamp:
Project Number:
Sheet Title:
Sheet:
Plan Series:
Property Number:
Pro
ject
for:
HER 17SC
599-1393
5/8
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18 5
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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
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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
PE
R T
RU
SS
MA
NU
FA
CT
UR
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25' - 0" ±12"
CLR
2"
MIN
1' -
6 1
/4"
Architect / Engineer:
Stamp:
Project Number:
Sheet Title:
Sheet:
Plan Series:
Property Number:
Pro
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for:
HER 17SC
599-1393
5/8
/20
18 5
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PM
S206
TRUSS ELEVATIONS
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SCALE : NONE S206TR-8 TRUSS ELEVATION 1
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3 3
PP
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A B C D E F G H J K L
1
2
3
4
5
6
7
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
F1
F3 F3EF3
F3
F3E
F3EF3E
F3E
F3
F28E
F28
F28
F28
F12
F12
F1
F1
F1F1
F1
F1
F1
F1
F1
F1
F14
F1
F3
F17
F1
F1
F18
F18
F1 F1F1
F1
F18
F18
F1
F1
F1
F1
F1
F1
F1F1
F24
F11F11
F9
F11F11
F10
F12
F12
F12 F12
F3F3E
F2
F2 F2
F2
F2
F2
F14
F14
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
22
21EM
EM21
23
F12F12
F12
20
23
22
11
F29
11
9
22 2211
F28E
F28E
TS
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8270
S
TATE OF I DA HO
T O D D P A Y NE
REG ISTEREDRP
O
FESSION AL ENGINEER
1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com
Engineering Inc.Consulting Engineers
Architect / 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
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.
9
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A B C D E F G H J K L
1
2
3
4
5
6
7
F6EF6 F6
F6E
F6EF24 F24 F24 F24
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.
1
1
8270
S
TATE OF I DA HO
T O D D P A Y NE
REG ISTEREDRP
O
FESSION AL ENGINEER
1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com
Engineering Inc.Consulting Engineers
Architect / 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
8270
S
TATE OF I DA HO
T O D D P A Y NE
REG ISTEREDRP
O
FESSION AL ENGINEER
1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com
Engineering Inc.Consulting Engineers
Architect / 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.
1
1
1
8. F12 FIXTURE MARKED WITH EM SHALL BE FURNISHEDWITH AND EMERGENCY BATTERY DRIVER THAT WILL ILLUMINATE FIXTURE UPON POWER FAILURE.
1