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1.DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE ACTUAL FIELDCONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTBEFORE PROCEEDING WITH WORK.2.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS ANDCONFIRM THAT WORK IS CONSTRUCTIBLE AS SHOWN. CONFLICTS OROMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FORCLARIFICATION PRIOR TO THE PERFORMANCE OF WORK IN QUESTION.3.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITIONLOCATIONS. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT OF RECORD.FLOOR PLAN BY ARCHITECT OF RECORD SUPERSEDES OTHER PLANS.DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FORTHICKNESS OF FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, V.C.T., ETC4.INTERIOR DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTEDOTHERWISE.5.MARK LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY THE OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGNINTENT. COORDINATE AND VERIFY CONDITIONS TO ENSURE PROPER FIT.6.CONTRACTOR IS REQUIRED TO SCHEDULE A PRE-CONSTRUCTION MEETINGWITH THE OWNER'S REPRESENTATIVE TO REVIEW SPECIFIC REQUIREMENTS.CONTRACTOR IS RESPONSIBLE TO FOLLOW LOCAL RULES AND REGULATIONS.7.WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANSWHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLEFOR LOSS AND/OR DAMAGE TO THESE ITEMS.8.THE CONTRACTOR SHALL MAINTAIN, FOR THE ENTIRE DURATION OF THEWORK, ALL EXITS, EXIT/ EGRESS LIGHTING, FIRE PROTECTION DEVICES ANDALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES.9.SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD ANDCOORDINATED WITH THE OWNER'S REPRESENTATIVE PRIOR TOCUTTING/CORING.10.DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES ANDFUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS.11.'TYP.' MEANS THAT THE CONDITION IS REPRESENTATIVE FOR SIMILARCONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED.12.PROVIDE PORTABLE FIRE EXTINGUISHER(S) IN ACCORDANCE WITH NFPA 10,WITH U.L. LABEL AND A RATING OF NOT LESS THAN 2-A WITH 75 FT. TRAVELDISTANCE TO ALL POSITIONS OF RESTAURANT OR AS DIRECTED BY THE FIREDEPARTMENT FIELD INSPECTOR. PROVIDE CLASS K FIRE EXTINGUISHERWITHIN 20 FT. OF COMMERCIAL FOOD HEAT-PROCESSING EQUIPMENT.13.EXTERIOR BUILDING SIGNS SHALL BE SUBMITTED UNDER SEPARATE PERMITAPPLICATION FOR REVIEW AND APPROVAL AS REQUIRED BY LOCALAUTHORITIES. EXTERIOR SIGNS ARE NOT WITHIN THE SCOPE OF BUILDINGDEPARTMENT APPROVAL.14.PRIOR TO COMMENCEMENT OF WORK - OBTAIN A COPY OF THE BUILDINGCONSTRUCTION PERMIT FROM THE JURISDICTION HAVING AUTHORITY (JHA)AND A COPY OF THE SET OF CONSTRUCTION DOCUMENTS SIGNED ANDSEALED BY A LICENSED DESIGN PROFESSIONAL FOR ALL DISCIPLINES ASREQUIRED AND USED TO OBTAIN THE BUILDING PERMIT.15.IF REQUIRED BY LOCAL JURISDICTION - SPRINKLER, LIFE SAFETY, AND FIREALARM SYSTEMS ARE TO BE DESIGNED AND SUBMITTED FOR REVIEW ANDAPPROVAL BY LOCALLY LICENSED DESIGN PROFESSIONAL. THE DESIGN OFSYSTEM(S) MUST COMPLY TO LOCAL, STATE, AND NATIONAL CODES.16.BIDDERS REFER TO WENDY'S APPROVED SUPPLIER LIST ON SHEET A6.3 TOOBTAIN NATIONAL ACCOUNT PHONE NUMBERS AND CONTACTS.17.GC IS RESPONSIBLE FOR FINDING AND LOCATING ALL UNDERGROUNDUTILITIES IN AREAS OF EXCAVATION PRIOR TO DIGGING. ACCIDENTALINTERRUPTION OF THESE SERVICES DURING CONSTRUCTION WILL BE THERESPONSIBILITY OF THE GC. PRIOR TO DIGGING, GC TO CALL LOCAL UTILITYLOCATION SERVICE.
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7/19/2018, 2:01 PM, C:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy's Rexburg\Drawings\10_SMART_55-SQUARE_G1_1_Coversheet.dwg, $(GETVAR,??)
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THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENTTO BUILD, FINISH, AND PROVIDE ALL SITE WORK AND UTILITIES,FOR A PROPOSED NEW RESTAURANT FOR THE "OWNER".THE WORK SHALL INCLUDE ALL ITEMS REQUIRED AS SHOWN ONTHE DRAWINGS. IN ADDITION, ALL WORK ASSOCIATED WITH THESITE DEVELOPMENT PAVING, PARKING, WALKWAYS, PATIO SLAB,AND SITE UTILITIES TO THE BUILDING ARE TO BE PROVIDED INTHIS CONTRACT. ALL MECHANICAL EQUIPMENT AND SYSTEMS,AS WELL AS ALL ELECTRICAL EQUIPMENT AND SYSTEMS, ARE TOBE INCLUDED FOR A COMPLETE OPERATING SYSTEM WITHCOORDINATION AND INSTALLATION INCLUDED.
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7/16/2018, 5:56 PM, C:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy's Rexburg\Drawings\10_SMART_55-SQUARE_G1_2_Life Safety.dwg, $(GETVAR,??)
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7/12/2018, 12:51 PM, C:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy's Rexburg\Drawings\10_SMART_55-SQUARE_G2_1_Supplier List.dwg, $(GETVAR,??)
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Section#& Req.IDC303.1.3[FR12]2 Fenestration products rated inaccordance with NFRC.CompliesDoes NotNot ObservableNot ApplicableC303.1.3[FR13]1 Fenestration products are certified asto performance labels or certificatesprovided.C402.4.3[FR10]1 Vertical fenestration SHGC value.CompliesDoes NotNot ObservableNot ApplicableCompliesDoes NotNot ObservableNot ApplicableC402.4.3,C402.4.3.4[FR8]1C402.4.4[FR14]2 U-factor of opaque doors associatedwith the building thermal envelopemeets requirements.C402.5.1.2.2[FR20]1 The building envelope contains acontinuous air barrier that is sealed inan approved manner and averageassembly air leakage <= 0.04 cfm/ft2.Air barrier penetrations are sealed inan approved manner.C402.5.2,C402.5.4[FR18]3C402.5.7[FR17]3 Factory-built fenestration and doorsare labeled as meeting air leakagerequirements.Vestibules are installed on all buildingentrances. Doors have self-closingdevices.Additional Comments/Assumptions:Vertical fenestration U-Factor.CompliesDoes NotNot ObservableNot ApplicableCompliesDoes NotNot ObservableNot ApplicableCompliesDoes NotNot ObservableNot ApplicableCompliesDoes NotNot ObservableNot ApplicableCompliesDoes NotNot ObservableNot Applicable See the Envelope Assemblies table for values.See the Envelope Assemblies table for values.See the Envelope Assemblies table for values.Framing / Rough-In InspectionComplies?Comments/Assumptions1 High Impact (Tier 1)Project Title:Data filename:Wendy'sC:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy'sRexburg\City\COMCheck\Wendy's COMCheck.cck 2 Medium Impact (Tier 2)3 Low Impact (Tier 3)Report date: 07/12/185 of 9Page Section#& Req.IDC402.5.5,C403.2.4.3[ME3]3C402.5.5,C403.2.4.3[ME58]3 Outdoor air and exhaust systems havemotorized dampers that automaticallyshut when not in use and meetmaximum leakage rates. Checkgravity dampers where allowed.Additional Comments/Assumptions:Stair and elevator shaft vents havemotorized dampers that automaticallyclose.
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COMcheck Software Version 4.0.5.1Envelope Compliance CertificateProject InformationEnergy Code:Project Title:Location:Climate Zone:Project Type:Vertical Glazing / Wall Area:Construction Site:1117 S. Yellowstone HighwayRexburg, ID 83440 2015 IECCWendy'sRexburg, Idaho6bNew Construction34%Owner/Agent:Brian Garret (agent)OA+D - Office of Architecture andDesign210 N. 6th StreetBoise, ID 83702208-830-7030brian@oaandd.comBuilding Area1-Dining: Cafeteria/Fast Food : NonresidentialAdditional Efficiency PackageHigh efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklistreport.Envelope AssembliesAssemblyRoof 1: Insulation Entirely Above Deck, [Bldg. Use 1 - Dining:Cafeteria/Fast Food]Floor 1: Slab-On-Grade:Unheated, Vertical 3 ft., [Bldg. Use 1 - Dining:Cafeteria/Fast Food] (c)NORTHExterior Wall 1: Wood-Framed, 16" o.c., [Bldg. Use 1 - Dining:Cafeteria/Fast Food]Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.:Product ID NA, SHGC 0.40, [Bldg. Use 1 - Dining: Cafeteria/FastFood] (b)Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf.Specs.: Product ID NA, SHGC 0.40, [Bldg. Use 1 - Dining:Cafeteria/Fast Food] (b)Exterior Wall 1b: Wood-Framed, 16" o.c., [Bldg. Use 1 - Dining:Cafeteria/Fast Food]EASTExterior Wall 4: Wood-Framed, 16" o.c., [Bldg. Use 1 - Dining:Cafeteria/Fast Food]SOUTHExterior Wall 3: Wood-Framed, 16" o.c., [Bldg. Use 1 - Dining:Cafeteria/Fast Food]Project Title:Data filename:Wendy'sC:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy'sRexburg\City\COMCheck\Wendy's COMCheck.cck 94832.00.00.0520.051 47132.00.00.0520.051 7792293011032.0------23.0 0.0------0.0 0.0520.2500.2500.059 0.0510.3600.7700.051 Gross AreaorPerimeter2219217CavityR-Value------Cont.R-Value35.020.0 ProposedU-Factor0.0280.472 Budget U-Factor(a)0.0320.540 Floor Area2219 Designer/Contractor:Jim Turner (Contractor)CSC - Construction SolutionsCompany2880 E. 14th NIdaho Falls, ID 83401208-313-2026jim@cscid.comReport date: 07/12/181 of 9Page Assembly
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N
S
E
D
LANDS C A P E A R C H I T E C
T
R O D N E Y P . EVAN
S
J
R
.
L1.5
LANDSCAPE PLAN
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 07/16/2018
PROJECT NUMBER: 180403
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
7/
1
7
/
2
0
1
8
,
2
:
3
2
P
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SITE NUMBER:
BASE MDL:
OWNER:
BASE VERSION:
DRAWING RELEASE
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
11
1
7
S
.
Y
E
L
L
O
W
S
T
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N
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H
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H
W
A
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RE
X
B
U
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,
I
D
8
3
4
4
0
PROJECT TYPE:
12308
SMART 55 - SQUARE 2017
FRAN
NEW
CLASSIC FOODS, INC
2017
NEW BUILD
2018
2016 V3
SPRING 2018
NEW
SMART 55 - SQUARE
reandpartners.com + 208-514-3300 + 1014 S. La Pointe, Boise, Idaho 83706
LA
N
D
S
C
A
P
E
A
R
C
H
I
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C
T
U
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+
U
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B
A
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D
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N
+
L
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N
D
P
L
A
N
N
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G
+
G
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P
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C
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M
U
N
I
C
A
T
I
O
N
+
P
R
O
J
E
C
T
M
A
N
A
G
E
M
E
N
T
shrub planting
NOTE:
2
NOTES:
deciduous tree planting
(TYPICAL FOR TREES 3" CALIPER OR LESS)1
SECTION
PLAN VIEW
perennial and groundcover
planting
NOTES:
3
planter bed cut edge4
P
I
C
K
-
U
P
W
I
N
D
O
W
20
5
5
C
F
(
1
'
D
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)
3:1
S
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31
1
3
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(
2
'
D
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P
)
3:1
S
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S
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S
<12''SD
<12''SD
<12''SD
<12''SD
<12''SD
4''S
S
>
4''S
S
>
4''S
S
>
4''S
S
>
2''W
2''W
2''W
2''W
1
2
'
'
S
D
>
<12''SD
<12''SD
<12''SD
<12''SD
<12''SD
W
M
NETAFIM - AREA ONE
NETAFIM - AREA TWO
NETAFIM - AREA THREE
NETAFIM - AREA FOUR
SYMBOL DESCRIPTION
LA-238
S T A T E O F ID
A
H
O
L
I
C
E
N
S
E
D
LANDS C A P E A R C H I T E C
T
R O D N E Y P . EVAN
S
J
R
.
L2.0
IRRIGATION PLAN
SCALE:
0
1"= 20'-0"
20 40 6020
DESIGN BUILD PERFORMANCE SPECIFICATION IRRIGATION PLAN
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 07/16/2018
PROJECT NUMBER: 180403
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
7/
1
7
/
2
0
1
8
,
3
:
4
5
P
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,
Z
:
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\
1
8
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2
9
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SITE NUMBER:
BASE MDL:
OWNER:
BASE VERSION:
DRAWING RELEASE
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
11
1
7
S
.
Y
E
L
L
O
W
S
T
O
N
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H
I
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H
W
A
Y
RE
X
B
U
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,
I
D
8
3
4
4
0
PROJECT TYPE:
12308
SMART 55 - SQUARE 2017
FRAN
NEW
CLASSIC FOODS, INC
2017
NEW BUILD
2018
2016 V3
SPRING 2018
NEW
SMART 55 - SQUARE
reandpartners.com + 208-514-3300 + 1014 S. La Pointe, Boise, Idaho 83706
LA
N
D
S
C
A
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C
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+
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N
+
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N
D
P
L
A
N
N
I
N
G
+
G
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P
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C
C
O
M
M
U
N
I
C
A
T
I
O
N
+
P
R
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J
E
C
T
M
A
N
A
G
E
M
E
N
T
LA-238
S T A T E O F ID
A
H
O
L
I
C
E
N
S
E
D
LANDS C A P E A R C H I T E C
T
R O D N E Y P . EVAN
S
J
R
.
L2.5
IRRIGATION PLAN
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 07/16/2018
PROJECT NUMBER: 180403
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
7/
1
7
/
2
0
1
8
,
2
:
3
3
P
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,
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:
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9
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9
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n
.
d
w
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,
R
o
d
n
e
y
E
v
a
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s
SITE NUMBER:
BASE MDL:
OWNER:
BASE VERSION:
DRAWING RELEASE
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
11
1
7
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
12308
SMART 55 - SQUARE 2017
FRAN
NEW
CLASSIC FOODS, INC
2017
NEW BUILD
2018
2016 V3
SPRING 2018
NEW
SMART 55 - SQUARE
reandpartners.com + 208-514-3300 + 1014 S. La Pointe, Boise, Idaho 83706
LA
N
D
S
C
A
P
E
A
R
C
H
I
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E
C
T
U
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+
U
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B
A
N
D
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S
I
G
N
+
L
A
N
D
P
L
A
N
N
I
N
G
+
G
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A
P
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I
C
C
O
M
M
U
N
I
C
A
T
I
O
N
+
P
R
O
J
E
C
T
M
A
N
A
G
E
M
E
N
T
manual line flushing valve
plumbed to tubing9
NOTE:
techline start connection10
NOTE:
typical techline layout15
operation indicator11
techline subgrade
installation - beds12
quick coupler valve5
low volume control zone kit8
automatic irrigaton
controller
NOTE:
7
NOTE:
manual drain valve4
NOTE:
reduced pressure
backflow preventer2
point of connection1
trench section6
isolation valve3
spray head pop-u sprinkler13
remote control valve
NOTE:
14
<12''SD
<12''SD
<12''SD
<12''SD
<12''SD
1
2
'
'
S
D
>
<12''SD
<12''SD
<12''SD
<12''SD
<12''SD
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 07/16/2018
PROJECT NUMBER: 180403
DRAWN BY: J. FREIBERG
CHECKED BY: J. FREIBERG
SHEET NAME
SHEET NUMBER
7/
1
5
/
2
0
1
8
,
6
:
1
3
P
M
,
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:
\
S
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8
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0
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1
-
W
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\
2
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1
8
.
0
0
1
-
P
L
A
N
S
.
d
w
g
SITE NUMBER:
BASE MDL:
OWNER:
BASE VERSION:
DRAWING RELEASE
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
11
1
7
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
12308
SMART 55 - SQUARE 2017
FRAN
NEW
CLASSIC FOODS, INC
2017
NEW BUILD
2018
2016 V3
SPRING 2018
NEW
SMART 55 - SQUARE
SITE/UTILITY PLAN
R15'
32
.
5
'
E
X
.
P
A
V
E
W
D
T
H
23
.
6
'
26
'
18
'
18'
20'
20'
30
'
E
X
.
P
A
V
E
W
D
T
H
6'
6'
23
.
6
'
18'
01 EXIST. SANITARY SEWER
02 EXIST. SANITARY SEWER MANHOLE
03 EXIST. WATER LINE
04 EXIST. FIRE HYDRANT
05 EXIST. WATER VALVE
06 EXIST. CURB & GUTTER, RETAIN & PROTECT
07 EXIST. CURB & GUTTER TO BE REMOVED
08 EXIST. TRANSFORMER, RETAIN & PROTECT
09 EXIST. POWER POLE, RETAIN & PROTECT
10 EXIST. SIGN, RETAIN & PROTECT
11 NEW BUILDING; RE: ARCH PLANS
12 NEW 2" WATER SERVICE; RE: MECH PLANS FOR
CONNECTION
13 NEW 4" SANITARY SEWER SERVICE; RE: MECH
PLANS FOR CONNECTION
14 NEW 4" TRAFFIC RATED SEWER CLEANOUT
15 NEW SAND & GREASE TRAP; RE: MECH PLANS
16 NEW INLET BOX; RE: B5/SHEET C3 & ISPWC
DIVISION 600
17 NEW 2' CURB DRAIN; RE: B3/SHEET C3
18 NEW CATCH CURB & GUTTER; RE: A1/SHEET C3
19 NEW FLAT CURB & GUTTER; RE: A1/SHEET C3
20 NEW COMBINATION CURB & SIDEWALK;
RE: A4/SHEET C3
21 NEW SIDEWALK; RE: A3/SHEET C3
22 NEW CONCRETE DRIVEWAY APRON;
RE: B2/SHEET C3
23 NEW ADA RAMP; RE: B3/SHEET C3
24 NEW STORM WATER RETENTION POND;
RE: C1/SHEET C3
25 4" YELLOW PAVEMENT MARKING
26 ASPHALT PAVEMENT; RE: A5/SHEET C3
27 NEW DUMPSTER PAD/ENCOLSURE; RE: ARCH
PLANS
28 ADA PARKING PAVEMENT MARKINGS; RE:
29 12" PVC STORM DRAIN
30 EXIST. SIDEWALK, RETAIN & PROTECT
31 NEW 2" WATER SERVICE CONNECTION; RE: CITY
OF REXBURG STANDARD DRAWINGS
32 SAWCUT EXIST. PAVEMENT
33 NEW SIGN; RE: ARCH PLANS
34 NEW LIGHT; RE: ELECT SITE PLAN
35 NEW TRANSFORMER; RE: ELECT SITE PLAN
CONSTRUCTION KEYNOTES#
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
20'
402020
DIAL 811 OR TOLL FREE AT 1-800-342-1585
22
6
.
5
0
'
6
(
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
84
.
6
2
'
6
:
64
.
4
3
'
6
(
199.74'6
:
23
4
.
8
5
'
1
(
95
.
9
3
'
1
:
R
3
.
5
'
20'
8.
7
'
36
'
7.3
'
SURVEY NOTE:
THIS SITE PLAN CONFORMS TO AN ACTUAL
SURVEY THAT WAS PERFORMED ON THE
GROUND BY A LICENSED LAND SURVEYOR IN
AND FOR THE STATE OF IDAHO. IT IS THE
2:1(5¶65(63216,%,/,7<72&216758&7$//
STRUCTURES SHOWN ON THIS SITE PLAN IN
ACCORDANCE WITH SAID SURVEY.
BASIS OF BEARING
HORIZONTAL - TAMANA FIELDS SOUTH PHS 1
PROJECT BENCHMARK
NEED THIS FROM FRANK
STORMWATER NOTE
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
C (weighted)= 0.83
INTENSITY (i)= 0.9 in/hr
AREA (A)= 1.18 acres
Q = CiA = 0.88 cfs
T (Storm Duration)= 1 hr = 3600 seconds
V = CiAT = 3161 cu. ft.
SITE STORM WATER RETENTION REQ'D - 3,161 cu. ft.
POND STORAGE PROV'D -3,430 cu. ft.
9.8
'
4
.
5
'
12
.
1
'
4
.
5
'
28
.
2
'
28
'
23
.
1
'
23
.
6
'
18
'
24'
R
3
.
5
'
R3'
1
4
.
5
'
R
2
'
10
'
10
'
12'
12'
R17.5'
R
1
4
.
5
'
R
2
.
5
'
R1.5
'
R25'
R21.5'
R
1
4
.
5
'
R2.5'
26'
R2'
R
3
.
5
'
R2
0
.
5
'
5'
5'
9' TYP
4'
13
.
8
'
5'
01
01
02
02
03
03
04
05
02
06
07
06 06
06
08
09
09
10
11
12
13
13
14
15
C1
16
16
16
16
16
17
17
18
18
18
19
1919
19
18
18
18
18
18
19
19
19
19
18
2020
20
21
21
21
22
23
23
23
23
23
24
25 TYP
26
26
26
26
26
26
27
28
28
10
'
21
21
9'
T
Y
P
9' TYP
30
30
30
29
29
29
29
23
23
31
12
15
6
4
32
32
17
17
33
27.0'
113 LF
110 LF
43 LF
20
24
.
5
'
R
1
4
.
5
'
R6'
R70.5'
R
4
'
4.5'
4.5
'
26
.
3
'
32
35
34
34
34
34
34
34
34
24
R3
.
5
'
GREBEIFRFF
J
E
E
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N
I
G
NEONALSI
E S
R O F
P
GREBEIFRFF
J
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N
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NEONALSI
E S
R O F
P
<12''SD
<12''SD
<12''SD
<12''SD
<12''SD
1
2
'
'
S
D
>
<12''SD
<12''SD
<12''SD
<12''SD
<12''SD
2.2%
2.2%
3.8%
3.9%
1.8
%
2.1
%
2.0
%
2.6
%
2.
4
%
2.6
%
2.3%
2.0%
1.8%
2.
5
%
1.9
%
3
.
0
%
2.
3
%
2.
2
%
2
.
1
%
1.6%
1.7
%
2
.
0
%
3.8%
4.
4
%
SEAL
DESCRIPTIONDATEREV.
SHEET NAME
SHEET NUMBER
7/
1
5
/
2
0
1
8
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6
:
1
4
P
M
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0
1
-
P
L
A
N
S
.
d
w
g
SITE NUMBER:
BASE MDL:
OWNER:
BASE VERSION:
DRAWING RELEASE
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
11
1
7
S
.
Y
E
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
12308
SMART 55 - SQUARE 2017
FRAN
NEW
CLASSIC FOODS, INC
2017
NEW BUILD
2018
2016 V3
SPRING 2018
NEW
SMART 55 - SQUARE
SITE GRADING PLAN
C2
STORM WATER
RETENTION POND
TOP ELEV. - 4899.50
BOT ELEV. - 4898.50
4:1 SIDE SLOPES
V = 1883 CF
STORM WATER
RETENTION POND
TOP ELEV. - 4900.00
BOT ELEV. - 4898.40
4:1 SIDE SLOPES
V = 1890 CF
CB-1
GRATE - 4900.70
I.E. - 4897.70
CB-2
GRATE - 4898.00
I.E. - 4895.00
CB-3
GRATE - 4898.00
I.E. - 4895.00
CB-4
GRATE - 4901.13
I.E. - 4896.00
CB-5
GRATE - 4900.00
I.E. - 4897.00
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
20'
402020
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
5'
1055
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
FI
N
.
F
L
R
.
-
4
9
0
2
.
0
0
ISSUE DATE: 07/16/2018
PROJECT NUMBER: 180403
DRAWN BY: J. FREIBERG
CHECKED BY: J. FREIBERG
GREBEIFRFF
J
E
E
R
E
E
N
I
G
NEONALSI
E S
R O F
P
GREBEIFRFF
J
E
E
R
E
E
N
I
G
NEONALSI
E S
R O F
P
SEAL
DESCRIPTIONDATEREV.
SHEET NAME
SHEET NUMBER
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SITE NUMBER:
BASE MDL:
OWNER:
BASE VERSION:
DRAWING RELEASE
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
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PROJECT TYPE:
12308
SMART 55 - SQUARE 2017
FRAN
NEW
CLASSIC FOODS, INC
2017
NEW BUILD
2018
2016 V3
SPRING 2018
NEW
SMART 55 - SQUARE
TYPICAL CURB SECTIONS
NOT TO SCALEA1
CATCH CURB & GUTTER SECTION
NOTES:
1. GRADE AND ALIGNMENT TO BE APPROVED BY THE ENGINEER.
2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OF RADII.
3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MAXIMUM 10 FEET.
4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ISPWC SPECIFICATIONS AND THE CITY.
5. BACKFILL AS PER ISPWC SPECIFICATIONS.
6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY.
7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY.
8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAY STRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5%
FLAT CURB & GUTTER SECTION
1'
DETECTABLE WARNING PAVERS
#8 30-50
3-9#200
PROCTOR DENSITY
PREPARE SUBGRADE PER
GEO-TECHNICAL REPORT
COMPACTED TO 95% STANDARD
6" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
3" CLASS II PLANT MIX PAVEMENT
PG 58-28, 3 4" MIX DESIGN
% PASSING
3/4" MINUS GRADATION
AGGREGATE LEVELING COURSE
100
90-100
40-65
1"
3/4"
#4
SIEVE
6" MIN.
3'
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5'
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TYPICAL CURB DRAIN DETAIL
NOT TO SCALEB3
1. 3 #4 BARS AT MID DEPTH OF CONCRETE SPACE EQUALLY ACROSS CURB OPENING.
2. REQUIRED WITH INFILTRATION SWALE DESIGN.
3. CONCRETE APRON SHALL TO REMAIN FREE OF ALL OBSTRUCTIONS INCLUDING GRASS AND OTHER VEGETATION THAT MAY BE USED IN CONJUNCTION
WITH LANDSCAPING OF SWALE OR RETENTION.
4" OF 3/4"
COMPACTED
AGG. BASE
6" THICK CONCRETE
APRON
LIP OF GUTTER
LINE WITH 4" TO 8" COBBLE STONES OR
LARGER AGGREGRATE DRAIN ROCK FORM
EDGE OF THE APPRON 1' BEYOND THE
FLOW LINE OF THE RETENTION SWALE.
GRADE BREAK
TBC
SIDEWALK DETAIL
NOT TO SCALEA3
CURB AND GUTTER SECTION; RE: A1
(WHERE USED, SEE PLAN)
4" CRUSHED GRAVEL
4" THICK CONCRETE
SIDEWALK
NOT TO SCALE
PARKING
SURFACE
C3 ADA RAMP DETAIL
TRUNCATED DOME PANEL
(SEE SPEC SECTION
32-1726)
COMBINATION CURB AND SIDEWALK
NOT TO SCALEA4
COMPACTED SUB-GRADE
2 - #4 REBAR
EVENLY SPACED
PROJECT PAVEMENT SECTION
NOT TO SCALEA5
STANDARD BACK FILL TRENCH & RESURFACING
NOT TO SCALEB1
12"MIN
EACH
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UNDISTURBED
SOIL (TYP.)
FINISHED EDGES ARE TO BE
SAW CUT AND PRIMED JUST
PRIOR TO ASPHALT PLACEMENT
MATCH EXISTING
ASPHALT THICKNESS
(UP TO 4" WITH 2.5" MIN.)
4" OF 3/4" CRUSHED
36" FLOW-ABLE FILL
TRENCH BACK SLOPE PER
O.S.H.A (IF APPROVED BY CITY
ENGINEER) OR SUITABLE
SHORING
FLOW-ABLE FILL UNLESS
OTHERWISE APPROVED BY
CITY ENGINEER
LOWER COMPACTION ZONE
FOUNDATION STABILIZATION MAY
VARY PER SOIL TYPE AND
STABILITY (PER SECTION 304)
INLET BOX
NOT TO SCALEB5
HEAD SECTION (TYP)
2'-0" x 1'-6" POURED IN
PLACE OR 30" DIAMETER
PRECAST INLET BOX
GRATE
CONCRETE DRIVEWAY APRON
NOT TO SCALEB2
6" CRUSHED GRAVEL
4" THICK CONCRETE
SIDEWALK
TYPICAL RETENTION POND
NOT TO SCALEC1
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SEE LANDSCAPING PLANS FOR
FINAL TREATMENT
GEO-FABRIC
BOTTOM OF POND
CIVIL SITE DETAILS
C3
1
TRUNCATED DOMES
12
1
0.5'
SEE
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6'-
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APPROACH RAMP 12:1
6'-
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"
24"
(SLOPES FOR RAMPS SHOWN ARE TYPICAL FOR ALL RAMPS, SEE PLAN FOR ACTUAL SHAPE OF RAMP)
12" MIN. OR LOCAL CUT
BACK REQUIREMENTS
TYP BOTH SIDES
PIPE BEDDING TYPE III
VERTICAL TRENCH WALLS
SHORING PER O.S.H.A.
TRENCH BACKFILL PER
SECTION 306
EXIST. BASE
EXIST. SURFACE
SURFACE REPAIR WIDTH
(1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM)NOTES:
1. TRENCH EXCAVATION PER SECTION 301
2. BACKFILL AND COMPACTION CLASS A-1
ISSUE DATE: 07/16/2018
PROJECT NUMBER: 180403
DRAWN BY: J. FREIBERG
CHECKED BY: J. FREIBERG
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7/19/2018, 12:16 PM, C:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy's Rexburg\Drawings\30_SMART_55-SQUARE_A1_2_Reflected Ceiling Plan.dwg, $(GETVAR,??)
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7/17/2018, 1:04 PM, C:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy's Rexburg\Drawings\30_SMART_55-SQUARE_A7_1_Interior Elevations.dwg, $(GETVAR,??)
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10BABY CHANGING TABLE DETAILSCALE: 1 1/2"=1' - 0"09VANITY SECTIONAL DETAILSCALE: 1 1/2"=1' - 0"02
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JOB NUMBER:
B
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18-61
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Office of Architecture and Design
OA+D
210 n. 6th street - boise, id 83702
E
7
.
1
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INDEX TO SPECIFICATIONSDIVISION 1 - GENERAL SPECIFICATIONS(OMITTED)DIVISION 3 - CONCRETEFOOTINGSSLABS AND FOOTINGSSIDEWALKS AND RAMPSPAVINGCONCRETE PADSDIVISION 4 - MASONRYGENERALCMUMORTAR FOR FACE BRICKFACE BRICKDIVISION 5 - METALSGENERALORNAMENTAL METAL RAILING (OUTSIDE - REQUIRED)DIVISION 6 - WOOD, PLASTICS, AND COMPOSITESROUGH CARPENTRYSTRUCTURAL LUMBERFINISH CARPENTRYSOLID SURFACING MATERIALBUILDING WRAP/WEATHER BARRIERDIVISION 7 - THERMAL AND MOISTURE PROTECTIONBUILDING INSULATIONINSULATION ATTACHMENT (MECHANICAL)GENERAL ROOFINGROOFING DELIVERYROOFING HANDLINGROOFING STORAGEROOFING OVERNIGHT COVERROOFING AND SHEET METALROOFING SURFACE PREPARATIONROOFING WOOD DECKSROOFING MEMBRANEFLASHINGROOFING PERIMETER LAPSROOFING PROJECT / SITE CLEAN-UPROOFING INSPECTIONSROOFING CONTRACTOR QUALIFICATION ASSURANCEROOF METAL TRIMSCORRUGATED METAL PANELSSEALANTSEALANT MATERIALSNICHIHADIVISION 8 - OPENINGSALUMINUM ENTRANCE DOORS AND STOREFRONTGLAZINGSTEEL SERVICE DOORS AND FRAMESPREFINISHED DOORSPICK-UP WINDOWACCESS PANELSDIVISION 9 - FINISHESACM PANELSFLOOR AND WALL TILE INSTALLATIONSILIKAL FLOORINGGYPSUM DRYWALLSUSPENDED CEILING SYSTEMWALLCOVERINGNON-TILE FIBERGLASS REINFORCED POLYESTER (FRP) PANELSLUXURY VINYL TILE (LVT)PAINTINGPAINT SCHEDULEDIVISION 10 - SPECIALTIESEXTERIOR TRASH ENCLOSURESIGNAGEROOM IDENTIFICATION SIGNA.D.A. RESTROOM IDENTIFICATION SIGNSMOKELESS SNUFFERTOILET COMPARTMENTSPUBLIC RESTROOM ACCESSORIESLADDER RECEIVERWALL DECORHEIGHT WARNING DEVICEORDER STATION CANOPYSMOKELESS SNUFFERSTAINLESS STEEL CORNERSKITCHEN EQUIPMENTHOOD FIRE SUPPRESSION SYSTEM AND PORTABLE FIRE EXTINGUISHERSWALK-IN COOLER/FREEZER/DRY STORAGECOMMUNICATION SYSTEMDIVISION 22 - PLUMBINGWATER CLOSETSLAVATORYURINALSMOP SINKFIXTURES AND EQUIPMENTDIVISION 23 - HEATING, VENTILATING & AIR CONDITIONINGDIVISION 26 - ELECTRICAL - SEE ELECTRICAL DRAWINGSDIVISION 31 - EARTHWORKEXCAVATION, BACK FILLING, GRADINGDIVISION 32 - EXTERIOR IMPROVEMENTSASPHALT PAVINGCONCRETE PAVINGSTRIPPING AND PARKING BLOCKSCURBSLANDSCAPINGDIVISION 33 - UTILITIESUTILITIESCONTRACTOR BID SHEET APPROVED SUPPLIERS LIST DIVISION 3 - CONCRETENOTE: FURNISH LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE CONCRETE WO
R
K
I
N
C
L
U
D
I
N
G
EXCAVATION, TRENCHING, FORM WORK, REINFORCING, CEMENT FINISH AND PRECAST CONCRET
E
.
FOOTINGSA.REFER TO DRAWINGS FOR SIZES, DEPTHS, AND REINFORCEMENT. EARTH TRENCH WILL BE P
E
R
M
I
T
T
E
D
F
O
R
FOOTINGS IF CONDITIONS ARE FAVORABLE. SIDES OF TRENCHES SHALL BE CLEAN, EVEN, VE
R
T
I
C
A
L
A
N
D
T
R
U
E
,
AND BOTTOMS SHALL BE LEVEL, CLEAN AND WITHOUT FILL.B.REINFORCING SHALL BE UNPAINTED AND UNCOATED, FREE FROM RUST OR SCALE, AND SHA
L
L
B
E
C
L
E
A
N
E
D
A
N
D
STRAIGHTENED BEFORE BEING SHAPED AND PLACED IN POSITION, ACCURATELY POSITION R
E
I
N
F
O
R
C
E
M
E
N
T
A
N
D
SECURED AGAINST DISPLACEMENT, WHERE THERE IS DELAY IN POURING, RE-INSPECT REINF
O
R
C
E
M
E
N
T
A
N
D
CLEAN OFF ANY DRIED CEMENT, MORTAR OR RUST.C.REINFORCEMENT SHALL BE OF SIZE AND SPACING AS NOTED ON THE DRAWINGS OR AS PER
L
O
C
A
L
C
O
D
E
S
.
SLABS AND FOOTINGSA.REFER TO DRAWINGS FOR CONCRETE STRENGTH, THICKNESS AND REINFORCING.1.ALTERNATE: "FIBERMESH" OR EQUAL, A 100% HOMOPOLYMER VIRGIN POLYPROPYLENE
F
I
B
R
I
L
L
A
T
E
D
F
I
B
E
R
S
CONTAINING NO REPROCESSED OLEFIN MATERIALS AND ARE SPECIFICALLY ENGINEERE
D
A
N
D
MANUFACTURED TO AN OPTIMUM GRADUATION FOR USE AS FIBROUS REINFORCEMENT F
O
R
C
O
N
C
R
E
T
E
.
B.PROVIDE MOISTURE RETARDER AND BASE MATERIAL PER GEOTECH REPORT + DRAWINGS. P
O
U
R
C
O
N
C
R
E
T
E
FLOORS LEVEL, EXCEPT WHERE FLOOR DRAINS OCCUR, IN WHICH CASE THEY SHALL HAVE A
3
6
"
T
O
4
8
"
R
A
D
I
U
S
SLOPED TO DRAIN. TOTAL SLOPE IS NOT TO EXCEED 3/4" BELOW FLOOR LEVEL.C.SECURE AND BUILD INTO CONCRETE WORK THE FOLLOWING MATERIALS:1.PLUMBING AND SYRUP LINES, ELECTRIC CONDUIT, CONCRETE INSERTS, HANGERS, ANCH
O
R
S
,
F
L
O
O
R
C
L
I
P
S
,
SLEEVES FOR PIPING, ETC., AND WHEN REQUIRED FOR ANCHOR BOLTS, PLATES, ETC., F
O
R
E
Q
U
I
P
M
E
N
T
.
SIDEWALKS AND RAMPSA.SEE CIVIL.B.SIDEWALKS AND RAMPS TO MEET LOCAL CODES ALONG WITH REQUIRED SLOPES IN THE AME
R
I
C
A
N
S
W
I
T
H
DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN.PAVINGA.SPECIFICATIONS FOR CONCRETE PAVING REQUIRED TO BE VERIFIED BY OWNER'S CONSTRU
C
T
I
O
N
E
N
G
I
N
E
E
R
.
CONCRETE PADSA.CONCRETE PADS AT PICK-UP WINDOW, ORDER STATION AND TRASH ENCLOSURE (REFER TO
S
I
T
E
P
L
A
N
)
:
C
O
L
O
R
TREATED AS NOTED IN EXTERIOR FINISHES SCHEDULE ON DRAWINGS. A TRIAL SLAB SHALL B
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A
D
E
,
U
S
I
N
G
T
H
E
SAME MATERIALS THAT ARE TO BE USED ON THE JOB TO ASSURE OWNER ACCEPTANCE.DIVISION 4 - MASONRYNOTE: FURNISH LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE MASONRY
W
O
R
K
I
N
C
L
U
D
I
N
G
STRUCTURAL STEEL, WALL TIES, MASONRY REINFORCING , ETC.GENERALA.WORK TO BE LAID TRUE TO DIMENSIONS, PLUMB, SQUARE, AND IN BOND AND PROPERL
Y
A
N
C
H
O
R
E
D
.
COURSES SHALL BE LEVEL WITH JOINTS OF UNIFORM WIDTH, NO JOINTS SHALL EXCEE
D
S
P
E
C
I
F
I
E
D
S
I
Z
E
,
A
N
D
I
F
NECESSARY, CLIPPED COURSES SHALL BE PROVIDED TO LEVEL OFF.B.PERFORM MASONRY WORK IN ACCORDANCE WITH ESTABLISHED TRADE PRACTICES. B
R
A
C
E
"
G
R
E
E
N
"
W
A
L
L
S
AND PROTECT MORTAR FROM "WASHING-OUT" AT END OF DAYS WORK USING PLANKS,
W
E
I
G
H
T
E
D
C
A
N
V
A
S
,
O
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SIMILAR MEANS TO COVER WALL. COOPERATE WITH OTHER TRADES IN JOINTLY EXECU
T
E
D
W
O
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K
A
N
D
B
U
I
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T
-
I
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ITEMS. PATCH OPENINGS AS REQUIRED FOR PASSAGE OF MECHANICAL AND ELECTRIC
A
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W
O
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K
.
"
U
N
C
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E
D
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UNITS MUST BE USED AT ALL EXPOSED AND OR SEMI-EXPOSED CONDITIONS OF BRICK R
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A
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,
S
I
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,
ETC. SIZE AND LOCATION SHOWN ON CONSTRUCTION DOCUMENTS.C.LINTELS SHALL BE OF SIZE AND SHAPE AS SHOWN OR NOTED ON THE DRAWINGS AND S
H
A
L
L
B
E
STRUCTURALLY SOUND FOR THE SPANS AND LOADS INVOLVED.D.COORDINATE INSTALLATION OF OTHERS WORK ITEMS, SUCH AS ANGLES, ANCHOR BOL
T
S
,
F
L
A
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I
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G
,
S
T
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E
L
LINTELS AND FRAMING, VENTS, SLEEVES, DOOR FRAMES, MISCELLANEOUS STEEL WOR
K
W
I
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A
N
C
H
O
R
S
,
E
T
C
.
E.CMU TO BE LAID IN A RUNNING BOND.F.CMU TO BE LAID WITH FULL MORTAR IN THE BED AND HEAD JOINTS.1.CONCAVE TOOLED JOINT USING A TOOL OF LARGER THAN 1/2" DIAMETER..G.FLASHING TO BE PLASTIC COATED ALUMINUM BY HOHMANN & BARNARD, OR THIN COAT
E
D
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FLASHING. THE FLASHING SHOULD PENETRATE THE BRICKWORK AND BE TRIMMED AT T
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THE MASONRY WORK.H.CLEAN AND POINT CONCRETE BLOCK WORK AT END OF EACH WORKING DAY. AT THE CO
M
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AN ENTIRETY.I.CMU: ASTM C90, MEDIMUM WEIGHT.J.REFER TO STRUCTURAL DWGS. FOR MORE INFORMATION.
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7/19/2018, 12:33 PM, C:\Users\Brian Garrett\Desktop\XDRIVE\1-Projects\180403 Wendy's Rexburg\Drawings\99_SMART_55-SQUARE_SP_1_Specifications.dwg, $(GETVAR,??)
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1117 S. YELLOWSTONE HIGHWAY
REXBURG, ID 83440
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Office of Architecture and Design
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DIVISION 8 - OPENINGSALUMINUM ENTRANCE DOORS, STOREFRONT & CURTAINWALLA.DOORS AND WINDOWS SHALL HAVE PRODUCT LABELS INDICATING U-VALUE, SHGC AND AIR LEAKAGE RATE INCOMPLIANCE WITH LATEST ENERGY CODES. ALLOWED AIR LEAKAGE SHALL NOT EXCEED 1.0 CFM/FT2 FOR GLAZEDDOORS AND 0.3 CFM/FT2 FOR WINDOWS.B.SYSTEMS: REFER TO EXTERIOR MATERIALS AND FINISHES SCHEDULE ON DRAWINGS.C.DOORS SHALL BE "350 MEDIUM STILE" DOORD.HARDWARE FOR ENTRANCE DOORS: SEE HARDWARE SCHEDULE ON DRAWINGS.E.EXPOSED ALUMINUM MATERIAL SHALL BE CLEAR ANODIZED ALUMINUM. HARDWARE SHALL MATCH.F.MISCELLANEOUS TRIMS, SHAPES, SPACERS, AND ADAPTERS AS REQUIRED.GLAZINGA.EXTERIOR GLASS SHALL BE 1" INSULATED (UNLESS NOTED OTHERWISE). SEE THE FINISH SCHEDULE. GLAZING MUSTMEET SAFETY CODES AS REQUIRED. GLASS MUST HAVE 5-YEAR WARRANTY AGAINST SEAL FAILURE.1.GLASS THICKNESSES: SELECT MIN. GLASS THICKNESSES PER ASTM E 1300, PER FOLLOWING REQUIREMENTS:a.SPECIFIED DESIGN WIND LOADS: DESIGN WIND LOADS APPLICABLE TO PROJECT FROM BASIC WIND SPEED -IN MILES PER HOUR (METERS PER SECOND) AT 33 FEET (10 M) ABOVE GRADE, ACCORDING TO ASCE 7,"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES": SECTION 6.4.2, "ANALYTICPROCEDURE," BASED ON MEAN ROOF HEIGHTS ABOVE GRADE INDICATED ON DRAWINGS.b.PROBABILITY OF BREAKAGE FOR VERTICAL GLAZING: 8 LITES PER 1000 FOR LITES SET VERTICALLY OR NOTMORE THAN 15 DEGREES OFF VERTICAL AND UNDER WIND ACTION.1)LOAD DURATION: 60 SECONDS OR LESS.c.MINIMUM GLASS THICKNESS FOR EXTERIOR LITES: NOT LESS THAN 6 MM.d.THICKNESS OF TINTED AND HEAT-ABSORBING GLASS:1)PROVIDE THE SAME THICKNESS FOR EACH TINT COLOR INDICATED THROUGHOUT PROJECT.B.PRODUCTS AND MANUFACTURERS1.AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS THAT MAY BEINCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE PRODUCTS INDICATED IN SCHEDULESON THE DRAWINGS.C.PRIMARY FLOAT GLASS1.ASTM C 1036, TYPE I (TRANSPARENT GLASS, FLAT), QUALITY Q3 (GLAZING SELECT); CLASS I (CLEAR).D.HEAT-TREATED FLOAT GLASS1.ASTM C 1048; TYPE I (TRANSPARENT GLASS, FLAT); QUALITY Q3 (GLAZING SELECT); CLASS, KIND, AND CONDITIONAS INDICATED.E.INSULATING GLASS1.PREASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE,AND COMPLYING WITH ASTM E 774 FOR CLASS CBA UNITS AND WITH REQUIREMENTS SPECIFIED IN THIS ARTICLE.a.PROVIDE KIND HS (HEAT-STRENGTHENED) FLOAT GLASS IN PLACE OF ANNEALED GLASS WHERE NEEDED TORESIST THERMAL STRESSES INDUCED BY DIFFERENTIAL SHADING OF INDIVIDUAL GLASS LITES AND TOCOMPLY WITH GLASS DESIGN REQUIREMENTS SPECIFIED IN "PERFORMANCE REQUIREMENTS" ARTICLE.PROVIDE KIND FT (FULLY TEMPERED) WHERE SAFETY GLASS IS INDICATED.2.OVERALL UNIT THICKNESS AND THICKNESS OF EACH LITE: DIMENSIONS INDICATED IN THE GLASS SCHEDULE ARENOMINAL AND THE OVERALL THICKNESSES OF UNITS MEASURED PERPENDICULARLY FROM OUTER SURFACES OFGLASS LITES AT UNIT'S EDGE.3.SEALING SYSTEM: DUAL SEAL, WITH PRIMARY AND SECONDARY SEALANTS AS FOLLOWS:a.RETAIN ONE SEALANT SYSTEM BELOW OR REVISE TO INSERT OTHER COMBINATIONS; CORRELATE WITHPRODUCTS/MANUFACTURERS SELECTED.1)MANUFACTURER'S STANDARD SEALANTS.4.SPACER SPECIFICATIONS: MANUFACTURER'S STANDARD SPACER MATERIAL AND CONSTRUCTION COMPLYINGWITH THE FOLLOWING REQUIREMENTS:a.ALUMINUM WITH CLEAR ANODIZED ALUMINUM FINISH.b.DESICCANT: MOLECULAR SIEVE OR SILICA GEL, OR BLEND OF BOTH.c.CORNER CONSTRUCTION: MANUFACTURER'S STANDARD CORNER CONSTRUCTION.5.LOW E - SPUTTER-COATED FLOAT GLASS; ASTM C1376 APPLIED TO SURFACE #2.F.SPANDREL GLASS: REFER TO EXTERIOR MATERIALS AND FINISHES SCHEDULE ON DRAWINGS.G.MISCELLANEOUS GLAZING MATERIALS1.GENERAL: PROVIDE PRODUCTS OF MATERIAL, SIZE, AND SHAPE COMPLYING WITH REFERENCED GLAZINGSTANDARD, REQUIREMENTS OF MANUFACTURERS OF GLASS AND OTHER GLAZING MATERIALS FOR APPLICATIONINDICATED, AND WITH A PROVEN RECORD OF COMPATIBILITY WITH SURFACES CONTACTED IN INSTALLATION.2.CLEANERS, PRIMERS, AND SEALERS: TYPES RECOMMENDED BY SEALANT OR GASKET MANUFACTURER.3.SETTING BLOCKS: ELASTOMERIC MATERIAL WITH A SHORE TYPE A DUROMETER HARDNESS OF 85, +/- 5.4.SPACERS: ELASTOMERIC BLOCKS OR CONTINUOUS EXTRUSIONS WITH A SHORE TYPE A DUROMETER HARDNESSREQUIRED BY GLASS MANUFACTURER TO MAINTAIN GLASS LITES IN PLACE FOR INSTALLATION INDICATED.5.EDGE BLOCKS: ELASTOMERIC MATERIAL OF HARDNESS NEEDED TO LIMIT GLASS LATERAL MOVEMENT (SIDEWALKING).H.FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS1.FABRICATE GLASS AND OTHER GLAZING PRODUCTS IN SIZES REQUIRED TO GLAZE OPENINGS INDICATED FORPROJECT, WITH EDGE AND FACE CLEARANCES, EDGE AND SURFACE CONDITIONS, AND BITE COMPLYING WITHWRITTEN INSTRUCTIONS OF PRODUCT MANUFACTURER AND REFERENCED GLAZING STANDARD, TO COMPLY WITHSYSTEM PERFORMANCE REQUIREMENTS.2.GRIND SMOOTH AND POLISH EXPOSED GLASS EDGES.I.EXAMINATION1.EXAMINE FRAMING GLAZING, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH THE FOLLOWING:a.MANUFACTURING AND INSTALLATION TOLERANCES, INCLUDING THOSE FOR SIZE, SQUARENESS, ANDOFFSETS AT CORNERS.b.PRESENCE AND FUNCTIONING OF WEEP SYSTEM.c.MINIMUM REQUIRED FACE OR EDGE CLEARANCES.d.EFFECTIVE SEALING BETWEEN JOINTS OF GLASS-FRAMING MEMBERS.2.PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.J.PREPARATION1.CLEAN GLAZING CHANNELS AND OTHER FRAMING MEMBERS RECEIVING GLASS IMMEDIATELY BEFORE GLAZING.REMOVE COATINGS NOT FIRMLY BONDED TO SUBSTRATES.K.GLAZING, GENERAL1.COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, ANDOTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE INREFERENCED GLAZING PUBLICATIONS.2.GLAZING CHANNEL DIMENSIONS, AS INDICATED ON DRAWINGS, PROVIDE NECESSARY BITE ON GLASS, MINIMUMEDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT THICKNESSES, WITH REASONABLE TOLERANCES.ADJUST AS REQUIRED BY PROJECT CONDITIONS DURING INSTALLATION.3.PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROMPROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. DAMAGED GLASS IS GLASS WITH EDGE DAMAGE OROTHER IMPERFECTIONS THAT, WHEN INSTALLED, COULD WEAKEN GLASS AND IMPAIR PERFORMANCE ANDAPPEARANCE.4.APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS, AS DETERMINED BYPRECONSTRUCTION SEALANT-SUBSTRATE TESTING.5.INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZINGPUBLICATIONS, UNLESS OTHERWISE REQUIRED BY GLASS MANUFACTURER. SET BLOCKS IN THIN COURSE OFCOMPATIBLE SEALANT SUITABLE FOR HEEL BEAD.6.DO NOT EXCEED EDGE PRESSURES PER GLASS MANUFACTURERS FOR INSTALLING GLASS LITES.a.PROVIDE SPACERS FOR GLASS LITES WHERE THE LENGTH PLUS WIDTH IS LARGER THAN 50 INCHES: LOCATESPACERS DIRECTLY OPPOSITE EACH OTHER ON BOTH INSIDE AND OUTSIDE FACES OF GLASS. INSTALLCORRECT SIZE AND SPACING TO PRESERVE REQUIRED FACE CLEARANCES, UNLESS GASKETS AND GLAZINGTAPES ARE USED THAT HAVE DEMONSTRATED ABILITY TO MAINTAIN REQUIRED FACE CLEARANCES AND TOCOMPLY WITH SYSTEM PERFORMANCE REQUIREMENTS.b.PROVIDE 1/8-INCH (3-MM) MINIMUM BITE OF SPACERS ON GLASS AND USE THICKNESS EQUALTO SEALANTWIDTH. WITH GLAZING TAPE, USE THICKNESS LESS THAN FINAL THICKNESS OF TAPE.7.PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES FROM MOVING SIDEWAYS INGLAZING CHANNEL, AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TOREQUIREMENTS IN REFERENCED GLAZING PUBLICATIONS.8.SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN, DRAW, BOW, AND SIMILAR CHARACTERISTICS.9.GLASS STOPS ARE EXTRUDED ALUMINUM SNAP-IN TYPE FOR INTERIOR GLAZING OF GLASS OF PANELS 5/8" THICK(CUSTOM STOPS FOR THICKNESSES UP TO AN 1" ARE AVAILABLE) AND HAVE A FIXED GASKET OF HIGH QUALITYELASTOMERIC MATERIAL PERIMETER WOOL PILE AND ELASTOMERIC WEATHER-STRIP IS FACTORY APPLIED.10.GLASS MUST HAVE (5) FIVE YEAR WARRANTY AGAINST SEAL FAILURE.L.GLASS TYPES: REFER TO EXTERIOR MATERIALS AND FINISHES SCHEDULE ON DRAWINGS.STEEL SERVICE DOOR AND FRAMEA.STEEL DOOR FRAMES: SHALL BE 18 GAUGE STEEL WELDED VERTICAL EDGE, MECHANICAL INTERLOCK NOTACCEPTED, AS NOTED IN THE DOOR SCHEDULE ON THE DRAWINGS.B.DOOR, SERIES 400, OR EQUAL IF APPROVED BY ARCHITECT.1.SEE THE FINISH SCHEDULE, EXTERIOR SCHEDULE AND THIS SHEET FOR APPLICABLE PAI
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AGAINST CORROSION BY PAINTING CONTACT SURFACES WITH BITUMINOUS PAINT.ACCESS DOORA.GALVANIZED STEEL, 16 GA., 24"X24" GREY ENAMEL PRIMED DOOR AND FRAME, INSULATED DO
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Office of Architecture and Design
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210 n. 6th street - boise, id 83702
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